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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 32479 | 5587T0045NX | 32479 | — | KILPATRICK TP WB | CAMPBELL CREEK TRIB | 6-140' PCB SPANS | 2019 | 35.414017 | -97.663578 | 840 | 53 | — | 6 | 99 | 2 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | 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) | 30400 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32701 BRKEY
32479 NBI No.
32479 On Under
1 Structure No.
5587T0045NX Control No.
087 Lane Ind.
N Milepoint
00450 Facility Carried
KILPATRICK TP WB Feature Intersected
CAMPBELL CREEK TRIB Division
04 County
109 Location
.45E OF CANADIAN CO LINE Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
0 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
30400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
6 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
840 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.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
C HS Operating Rating
48.2 HS Inv. Rating Method
C HS Inv. Method
37.1 H Operating Rating
C H Inv. Rating Method
C 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
32479 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
6-140' PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:50.46 Longitude
-97:39:48.88 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
KILPATRICK TB WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
104.65 NBI Text
32479 Vault Link
http://plansrv1/bridgemaintvault/b32479 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
35.414017 Longitude DD
-97.663578 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32701 x
-10871859.7720092 y
4220287.71210576 |
|||||||||||||||||||||||||||||||||||||
| 32478 | 5587T0068 X | 32478 | — | KILPATRICK TP EB | S.H. 152 UNDER | New Structure Unit | 2019 | 35.412586 | -97.658972 | 552 | 45.5 | — | 4 | 99 | 2 | 42.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | 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) | B | 30400 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32700 BRKEY
32478 NBI No.
32478 On Under
1 Structure No.
5587T0068 X Control No.
087 Lane Ind.
Milepoint
00680 Facility Carried
KILPATRICK TP EB Feature Intersected
S.H. 152 UNDER Division
04 County
109 Location
.73E OF CANADIAN CO LINE Sufficiency
89.5 Kind Hwy
1 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
10 Bridge System
B 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
NO VALUE GIVEN Skew
99 No. Main Spans
4 Road Width
42.5 Ref. Underclearance Rt.
N Underclearance Right
1 Underclearance Left
1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
3 - Steel Design
02 Length
552 Deck Width
45.5 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
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.6 HS Inv. Rating Method
3 HS Inv. Method
37.4 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
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32478 ODOT County
55 Nav. Control
N Nav. HC
1 Lft. Br. Nav. Cl.
Nav. VC
1 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
35:24:45.31 Longitude
-97:39:32.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
KILPATRICK TP EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
104.38 NBI Text
32478 Vault Link
http://plansrv1/bridgemaintvault/b32478 GIS FO/SD
FO H Inv. Method
20.8 Latitude DD
35.412586 Longitude DD
-97.658972 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32700 x
-10871347.0344346 y
4220092.25259322 |
|||||||||||||||||||||||||||||||||||||
| 32476 | 4608 0174 X | 32476 | — | U.S. 266 | ELK CREEK | 100-ft Weathering Steel I-Beam | 2023 | 35.464178 | -95.49385 | 105.5 | 46.17 | — | 1 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32698 BRKEY
32476 NBI No.
32476 On Under
1 Structure No.
4608 0174 X Control No.
008 Lane Ind.
Milepoint
01740 Facility Carried
U.S. 266 Feature Intersected
ELK CREEK Division
01 County
091 Location
2.6E OF JCT US 69 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2023 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.75 Span Type Main
M Material
3 - Steel Design
02 Length
105.5 Deck Width
46.17 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
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
55.1 HS Inv. Rating Method
3 HS Inv. Method
42.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
13 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32476 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100-ft Weathering Steel I-Beam Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:51.04 Longitude
-95:29:37.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 266 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
32476 Vault Link
http://plansrv1/bridgemaintvault/b32476 GIS FO/SD
Meets Standards H Inv. Method
42.4 Latitude DD
35.464178 Longitude DD
-95.49385 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32698 x
-10630326.7558892 y
4227141.37094163 |
|||||||||||||||||||||||||||||||||||||
| 32373 | 6822 1453SX | 32373 | — | I-40 E.B. | SALLISAW CREEK | New Structure Unit | 2022 | 35.455256 | -94.856864 | 525 | 40 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32692 BRKEY
32373 NBI No.
32373 On Under
1 Structure No.
6822 1453SX Control No.
022 Lane Ind.
S Milepoint
14530 Facility Carried
I-40 E.B. Feature Intersected
SALLISAW CREEK Division
01 County
135 Location
14.4E of MUSKOGEE CL Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2022 ADT Total
8800 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
525 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.4 HS Inv. Rating Method
3 HS Inv. Method
41.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32373 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:18.92 Longitude
-94:51:24.71 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 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
32373 Vault Link
http://plansrv1/bridgemaintvault/b32373 GIS FO/SD
Meets Standards H Inv. Method
41.1 Latitude DD
35.455256 Longitude DD
-94.856864 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32692 x
-10559417.7987268 y
4225922.01706654 |
|||||||||||||||||||||||||||||||||||||
| 32272 | 0703 0100EX | 32272 | — | U.S. 69 NB | CHOCTAW RD. UNDER | New Structure Unit | 2022 | 33.954181 | -96.416539 | 290 | 53 | — | 3 | 0 | 3 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32686 BRKEY
32272 NBI No.
32272 On Under
1 Structure No.
0703 0100EX Control No.
003 Lane Ind.
E Milepoint
01000 Facility Carried
U.S. 69 NB Feature Intersected
CHOCTAW RD. UNDER Division
02 County
013 Location
1N of US 69 JCT Sufficiency
77.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
50 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
2022 ADT Total
2800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
290 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
8 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.5 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4480 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32272 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:57:15.05 Longitude
-96:24:59.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 69 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 NBI Text
32272 Vault Link
http://plansrv1/bridgemaintvault/b32272 GIS FO/SD
FO H Inv. Method
36 Latitude DD
33.954181 Longitude DD
-96.416539 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32686 x
-10733040.0255298 y
4022651.31193381 |
|||||||||||||||||||||||||||||||||||||
| 32571 | 3716F0967 X | 32571 | — | S.H. 51 | SPRING CREEK | New Structure Unit | 1901 | 36.115903 | -97.725119 | 37 | — | — | 2 | 0 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | 1800 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32682 BRKEY
32571 NBI No.
32571 On Under
1 Structure No.
3716F0967 X Control No.
016 Lane Ind.
Milepoint
09670 Facility Carried
S.H. 51 Feature Intersected
SPRING CREEK Division
04 County
073 Location
9.6E OF US 81 Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
37 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
2880 Future ADT Year
2042 Bypass Detour
4 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
32571 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
36:06:57.25 Longitude
-97:43:30.43 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 51 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32571 Vault Link
http://plansrv1/bridgemaintvault/b32571 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
36.115903 Longitude DD
-97.725119 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32682 x
-10878710.4847921 y
4316581.1880566 |
|||||||||||||||||||||||||||||||||||||
| 32569 | 5590T00874 X | 32569 | — | NE 36TH ST | KICKAPOO TP UNDER | 4 SPAN PCB | 2020 | 35.506764 | -97.190772 | 251 | 42.1 | — | 4 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | 5300 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32680 BRKEY
32569 NBI No.
32569 On Under
1 Structure No.
5590T00874 X Control No.
Lane Ind.
Milepoint
Facility Carried
NE 36TH ST Feature Intersected
KICKAPOO TP UNDER Division
04 County
109 Location
.25 E LUTHER RD Sufficiency
97.4 Kind Hwy
5 Level Service
1 Route No.
36TH 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
17 - Collector (Urban) Year Built
2020 ADT Total
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
251 Deck Width
42.1 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
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
62.2 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8480 Future ADT Year
2042 Bypass Detour
1.5 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32569 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
4 SPAN PCB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:30:24.35 Longitude
-97:11:26.78 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
NE 36TH ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
139.10 NBI Text
32569 Vault Link
http://plansrv1/bridgemaintvault/b32569 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
35.506764 Longitude DD
-97.190772 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
32680 x
-10819227.2488451 y
4232963.38856082 |
|||||||||||||||||||||||||||||||||||||
| 32568 | 5590T0974 X | 32568 | — | NE 50TH ST | KICKAPOO TP UNDER | 4 PCB SPANS | 2020 | 35.52115 | -97.190561 | 251 | 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) | 92.6 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | 5300 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32679 BRKEY
32568 NBI No.
32568 On Under
1 Structure No.
5590T0974 X Control No.
Lane Ind.
Milepoint
Facility Carried
NE 50TH ST Feature Intersected
KICKAPOO TP UNDER Division
04 County
109 Location
.25M E LUTHER RD Sufficiency
92.6 Kind Hwy
5 Level Service
1 Route No.
50TH 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
17 - Collector (Urban) Year Built
2020 ADT Total
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
34 Underclearance Left
34 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
251 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
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.2 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8480 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 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
32568 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
5 Description
4 PCB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:16.14 Longitude
-97:11:26.02 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
NE 50TH ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
140.17 NBI Text
32568 Vault Link
http://plansrv1/bridgemaintvault/b32568 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
35.52115 Longitude DD
-97.190561 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
32679 x
-10819203.7604326 y
4234930.82502591 |
|||||||||||||||||||||||||||||||||||||
| 32475 | 4608 0118 X | 32475 | — | U.S. 266 | BACKWALL CREEK | 60ft. - 75ft. - 65ft. Weathering Steel I-Beam | 2024 | 35.464139 | -95.503853 | 196.5 | 46.17 | — | 3 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32678 BRKEY
32475 NBI No.
32475 On Under
1 Structure No.
4608 0118 X Control No.
008 Lane Ind.
Milepoint
01180 Facility Carried
U.S. 266 Feature Intersected
BACKWALL CREEK Division
01 County
091 Location
2E OF JCT US 69 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.75 Span Type Main
M Material
3 - Steel Design
02 Length
196.5 Deck Width
46.17 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
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
51.6 HS Inv. Rating Method
3 HS Inv. Method
39.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
13 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32475 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 75ft. - 65ft. Weathering Steel I-Beam Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:50.9 Longitude
-95:30:13.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0118 NBI Text
32475 Vault Link
http://plansrv1/bridgemaintvault/b32475 GIS FO/SD
Meets Standards H Inv. Method
39.7 Latitude DD
35.464139 Longitude DD
-95.503853 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32678 x
-10631440.2847556 y
4227136.04058668 |
|||||||||||||||||||||||||||||||||||||
| 32372 | 6822 1453NX | 32372 | — | I-40 W.B. | SALLISAW CREEK | New Structure Unit | 2022 | 35.455425 | -94.858661 | 525 | 40 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 8800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32672 BRKEY
32372 NBI No.
32372 On Under
1 Structure No.
6822 1453NX Control No.
022 Lane Ind.
N Milepoint
14530 Facility Carried
I-40 W.B. Feature Intersected
SALLISAW CREEK Division
01 County
135 Location
14.4E of MUSKOGEE CL Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2022 ADT Total
8800 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
525 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.4 HS Inv. Rating Method
3 HS Inv. Method
41.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32372 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:19.53 Longitude
-94:51:31.18 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 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
32372 Vault Link
http://plansrv1/bridgemaintvault/b32372 GIS FO/SD
Meets Standards H Inv. Method
41.1 Latitude DD
35.455425 Longitude DD
-94.858661 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32672 x
-10559617.8398518 y
4225945.11273956 |
|||||||||||||||||||||||||||||||||||||
| 32369 | 6108 1289 X | 32369 | — | OLD U.S 270 | CREEK | New Structure Unit | 1924 | 34.854844 | -95.585828 | 228 | 21.5 | — | 2 | 0 | 1 | 20 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | 100 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32669 BRKEY
32369 NBI No.
32369 On Under
1 Structure No.
6108 1289 X Control No.
008 Lane Ind.
Milepoint
12890 Facility Carried
OLD U.S 270 Feature Intersected
CREEK Division
02 County
121 Location
12.9SE OF US69B Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1924 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
1 Fill RCB
AG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
228 Deck Width
21.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
39.7 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32369 ODOT County
61 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
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:51:17.44 Longitude
-95:35:08.98 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
OLD U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
61A NBI Text
32369 Vault Link
http://plansrv1/bridgemaintvault/b32369 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
34.854844 Longitude DD
-95.585828 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
32669 x
-10640565.7000134 y
4144172.47824284 |
|||||||||||||||||||||||||||||||||||||
| 32271 | 0703 0100WX | 32271 | — | U.S. 69 SB | CHOCTAW RD. UNDER | New Structure Unit | 2022 | 33.954186 | -96.416761 | 290 | 38 | — | 3 | 0 | 2 | 24 | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32666 BRKEY
32271 NBI No.
32271 On Under
1 Structure No.
0703 0100WX Control No.
003 Lane Ind.
W Milepoint
01000 Facility Carried
U.S. 69 SB Feature Intersected
CHOCTAW RD. UNDER Division
02 County
013 Location
11N of TEXAS S/L Sufficiency
78 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38 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
2022 ADT Total
2800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
24 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
290 Deck Width
38 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
8 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.6 HS Inv. Rating Method
3 HS Inv. Method
40.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4480 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
32271 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:57:15.07 Longitude
-96:25:00.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 69 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107A NBI Text
32271 Vault Link
http://plansrv1/bridgemaintvault/b32271 GIS FO/SD
FO H Inv. Method
40.6 Latitude DD
33.954186 Longitude DD
-96.416761 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32666 x
-10733064.7384568 y
4022651.98294993 |
|||||||||||||||||||||||||||||||||||||
| 32270 | 0703 0021 X | 32270 | — | 9TH RMP TO SB 69 | U.S. 69 UNDER | New Structure Unit | 2023 | 33.942822 | -96.418567 | 652 | 34 | — | 5 | 0 | 1 | 31 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | 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 | 19 - Local (Urban) | C | 100 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32665 BRKEY
32270 NBI No.
32270 On Under
1 Structure No.
0703 0021 X Control No.
Lane Ind.
Milepoint
Facility Carried
9TH RMP TO SB 69 Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
11N of TEXAS S/L Sufficiency
98 Kind Hwy
5 Level Service
7 Route No.
0000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
31 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2023 ADT Total
100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
31 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
15 Span Type Main
M Material
3 - Steel Design
02 Length
652 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.4 HS Inv. Rating Method
3 HS Inv. Method
37.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.1 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
32270 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:56:34.16 Longitude
-96:25:06.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
9TH RMP TO SB US69 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
10E NBI Text
32270 Vault Link
http://plansrv1/bridgemaintvault/b32270 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
33.942822 Longitude DD
-96.418567 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
32665 x
-10733265.7814571 y
4021126.99926919 |
|||||||||||||||||||||||||||||||||||||
| 32269 | 0702 1011EX | 32269 | — | U.S. 69 NB | MAIN STREET UNDER | New Structure Unit | 2023 | 33.933003 | -96.427372 | 300 | 53 | — | 3 | 0 | 2 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | 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 | 02 - Principal Arterial Other (Rural) | C | 26870 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32664 BRKEY
32269 NBI No.
32269 On Under
1 Structure No.
0702 1011EX Control No.
002 Lane Ind.
E Milepoint
10110 Facility Carried
U.S. 69 NB Feature Intersected
MAIN STREET UNDER Division
02 County
013 Location
10N of TEXAS S/L Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2023 ADT Total
26870 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6 Underclearance Left
6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 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
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.9 HS Inv. Rating Method
3 HS Inv. Method
46.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
42992 Future ADT Year
2042 Bypass Detour
0.1 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
32269 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:55:58.81 Longitude
-96:25:38.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 69 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10D NBI Text
32269 Vault Link
http://plansrv1/bridgemaintvault/b32269 GIS FO/SD
Meets Standards H Inv. Method
46.3 Latitude DD
33.933003 Longitude DD
-96.427372 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32664 x
-10734245.9495736 y
4019809.50966962 |
|||||||||||||||||||||||||||||||||||||
| 32268 | 0702 1011WX | 32268 | — | U.S. 69 SB | MAIN STREET UNDER | New Structure Unit | 2023 | 33.933117 | -96.427531 | 300 | 53 | — | 3 | 0 | 2 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | 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 | 02 - Principal Arterial Other (Rural) | C | 26870 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32663 BRKEY
32268 NBI No.
32268 On Under
1 Structure No.
0702 1011WX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 SB Feature Intersected
MAIN STREET UNDER Division
02 County
013 Location
10N of TEXAS S/L Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2023 ADT Total
26870 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
6 Underclearance Left
6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 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.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.9 HS Inv. Rating Method
3 HS Inv. Method
46.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
42992 Future ADT Year
2042 Bypass Detour
0.1 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
32268 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
New Structure Unit Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:55:59.22 Longitude
-96:25:39.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 69 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10C NBI Text
32268 Vault Link
http://plansrv1/bridgemaintvault/b32268 GIS FO/SD
Meets Standards H Inv. Method
46.3 Latitude DD
33.933117 Longitude DD
-96.427531 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32663 x
-10734263.6493726 y
4019824.80504136 |
|||||||||||||||||||||||||||||||||||||
| 32267 | 0702 0940 X | 32267 | — | B STREET | U.S. 69 UNDER | New Structure Unit | 2023 | 33.925464 | -96.435836 | 750 | 35.67 | — | 7 | 15 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | C | 100 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32662 BRKEY
32267 NBI No.
32267 On Under
1 Structure No.
0702 0940 X Control No.
002 Lane Ind.
Milepoint
09400 Facility Carried
B STREET Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
9.4N of TEXAS S/L Sufficiency
94.8 Kind Hwy
5 Level Service
1 Route No.
0000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2023 ADT Total
100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
7 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
02 Length
750 Deck Width
35.67 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
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39.8 HS Inv. Rating Method
3 HS Inv. Method
30.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
160 Future ADT Year
2042 Bypass Detour
1 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
32267 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6 Rt. Curb SW
1.1 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:55:31.67 Longitude
-96:26:09.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
B STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10B NBI Text
32267 Vault Link
http://plansrv1/bridgemaintvault/b32267 GIS FO/SD
Meets Standards H Inv. Method
30.6 Latitude DD
33.925464 Longitude DD
-96.435836 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
32662 x
-10735188.1577436 y
4018798.04803052 |
|||||||||||||||||||||||||||||||||||||
| 32266 | 0702 0887 X | 32266 | — | U.S. 69 | CREEK SERVICE RD | New Structure Unit | 2023 | 33.920944 | -96.443528 | 270 | 129 | — | 3 | 0 | 6 | 24 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | 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 | 02 - Principal Arterial Other (Rural) | C | 28000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32661 BRKEY
32266 NBI No.
32266 On Under
1 Structure No.
0702 0887 X Control No.
002 Lane Ind.
Milepoint
08870 Facility Carried
U.S. 69 Feature Intersected
CREEK SERVICE RD Division
02 County
013 Location
8.87N of TEXAS S/L Sufficiency
62 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
61.11 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
2023 ADT Total
28000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
24 Ref. Underclearance Rt.
H Underclearance Right
2 Underclearance Left
2 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
129 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
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.2 HS Inv. Rating Method
3 HS Inv. Method
53.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
44800 Future ADT Year
2042 Bypass Detour
30 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32266 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:55:15.4 Longitude
-96:26:36.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
32266 Vault Link
http://plansrv1/bridgemaintvault/b32266 GIS FO/SD
FO H Inv. Method
53.6 Latitude DD
33.920944 Longitude DD
-96.443528 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32661 x
-10736044.4272668 y
4018191.67012863 |
|||||||||||||||||||||||||||||||||||||
| 32566 | 5590T0739 X | 32566 | — | LUTHER RD. | KICKAPOO TP UNDER | New Structure Unit | 2019 | 35.486458 | -97.19465 | 431.7 | 34 | — | 4 | 55 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.2 | 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 | 17 - Collector (Urban) | 5300 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32659 BRKEY
32566 NBI No.
32566 On Under
1 Structure No.
5590T0739 X Control No.
Lane Ind.
Milepoint
Facility Carried
LUTHER RD. Feature Intersected
KICKAPOO TP UNDER Division
04 County
109 Location
.45M S NE 23RD ST Sufficiency
80.2 Kind Hwy
5 Level Service
1 Route No.
LUTHR 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
17 - Collector (Urban) Year Built
2019 ADT Total
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
55 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
32.42 Underclearance Left
30.19 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
431.7 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.6 HS Inv. Rating Method
3 HS Inv. Method
34.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8480 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32566 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
35:29:11.25 Longitude
-97:11:40.74 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
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
137.71 NBI Text
32566 Vault Link
http://plansrv1/bridgemaintvault/b32566 GIS FO/SD
FO H Inv. Method
32.8 Latitude DD
35.486458 Longitude DD
-97.19465 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
32659 x
-10819658.9458304 y
4230186.92970362 |
|||||||||||||||||||||||||||||||||||||
| 32565 | 5590T0792EX | 32565 | — | KICKAPOO TP | 23RD ST/U.S. 62 UNDER | New Structure Unit | 2019 | 35.493081 | -97.191083 | 242.3 | 41 | — | 3 | 11 | 2 | 39 | 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
32658 BRKEY
32565 NBI No.
32565 On Under
1 Structure No.
5590T0792EX Control No.
090 Lane Ind.
E Milepoint
07920 Facility Carried
KICKAPOO TP Feature Intersected
23RD ST/U.S. 62 UNDER Division
04 County
109 Location
.2M E LUTHER RD Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 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
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
11 No. Main Spans
3 Road Width
39 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
242.3 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
6 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
14400 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
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32565 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
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:29:35.09 Longitude
-97:11:27.9 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
138.21E NBI Text
32565 Vault Link
http://plansrv1/bridgemaintvault/b32565 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
35.493081 Longitude DD
-97.191083 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32658 x
-10819261.8692068 y
4231092.42173132 |
|||||||||||||||||||||||||||||||||||||
| 32564 | 5590T0792WX | 32564 | — | KICKAPOO TP | 23RD ST/.US. 62 UNDER | New Structure Unit | 2019 | 35.493081 | -97.191361 | 242.3 | 41 | — | 3 | 11 | 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
32657 BRKEY
32564 NBI No.
32564 On Under
1 Structure No.
5590T0792WX Control No.
090 Lane Ind.
W Milepoint
07920 Facility Carried
KICKAPOO TP Feature Intersected
23RD ST/.US. 62 UNDER Division
04 County
109 Location
.2M E LUTHER RD Sufficiency
97.3 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
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
11 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
242.3 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
6 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
14400 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
32564 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
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:29:35.09 Longitude
-97:11:28.9 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
138.21W NBI Text
32564 Vault Link
http://plansrv1/bridgemaintvault/b32564 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
35.493081 Longitude DD
-97.191361 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32657 x
-10819292.8160252 y
4231092.42173132 |
|||||||||||||||||||||||||||||||||||||
| 32562 | 0944T0040 X | 32562 | — | KILPATRICK TP | CREEK | 26FT X 13FT TALL CONSPAN STRUCTURE | 2018 | 35.45615 | -97.713472 | 28 | 272 | — | 1 | 0 | 2 | 270 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Good (7) | 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 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32655 BRKEY
32562 NBI No.
32562 On Under
1 Structure No.
0944T0040 X Control No.
044 Lane Ind.
Milepoint
00400 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
.6M E .4M N MUSTANG/SW15 Sufficiency
95.1 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
1 Road Width
270 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
270 Span Type Main
M Material
1 - Concrete Design
19 Length
28 Deck Width
272 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
_ 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
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32562 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
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
26FT X 13FT TALL CONSPAN STRUCTURE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:22.14 Longitude
-97:42:48.5 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
4 Local Bridge ID
109.90 NBI Text
32562 Vault Link
http://plansrv1/bridgemaintvault/b32562 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.45615 Longitude DD
-97.713472 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32655 x
-10877413.9466828 y
4226044.19236068 |
|||||||||||||||||||||||||||||||||||||
| 32364 | 5571 0858 X | 32364 | — | S.H. 77H SOONER RD | I-240 UNDER | (2) 127FT 127FT STEEL I-GIRDER 5 SKEW LF 68FT CLR RDWY 6FT SIDEWALKS AND PAPAPETS | 2021 | 35.391294 | -97.423731 | 255.18 | 83.33 | — | 2 | 5 | 4 | 67.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete precast panels (2) | Open, no restriction (A) | 99.1 | 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 | 14 - Other Principal Arterial (Urban) | A | 11500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32645 BRKEY
32364 NBI No.
32364 On Under
1 Structure No.
5571 0858 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 77H SOONER RD Feature Intersected
I-240 UNDER Division
04 County
109 Location
4E OF JCT I-35 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
0077H Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2021 ADT Total
11500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
5 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
16 Underclearance Left
20 Deck Structure Type
2 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
3 - Steel Design
02 Length
255.18 Deck Width
83.33 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
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.6 HS Inv. Rating Method
3 HS Inv. Method
36.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18400 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32364 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
6.67 Rt. Curb SW
6.67 Description
(2) 127FT 127FT STEEL I-GIRDER 5 SKEW LF 68FT CLR RDWY 6FT SIDEWALKS AND PAPAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:28.66 Longitude
-97:25:25.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 77H SOONER 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
32364 Vault Link
http://plansrv1/bridgemaintvault/b32364 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
35.391294 Longitude DD
-97.423731 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32645 x
-10845160.1261009 y
4217184.39977052 |
|||||||||||||||||||||||||||||||||||||
| 32362 | 2002F1071 X | 32362 | — | U.S. 183 | I-40 | New Structure Unit | 1901 | 35.500278 | -98.964722 | 194 | — | — | 2 | 0 | — | — | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3700 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32643 BRKEY
32362 NBI No.
32362 On Under
1 Structure No.
2002F1071 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 183 Feature Intersected
I-40 Division
05 County
039 Location
SOUTHERN EDGE OF CLINTON Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
3700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
194 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
5920 Future ADT Year
2042 Bypass Detour
3.1 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
32362 ODOT County
20 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
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:30:01 Longitude
-98:57:53 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 183 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32362 Vault Link
http://plansrv1/bridgemaintvault/b32362 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.500278 Longitude DD
-98.964722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32643 x
-11016702.4595379 y
4232076.47527456 |
|||||||||||||||||||||||||||||||||||||
| 32264 | 5611 0984EX | 32264 | — | U.S. 75 NB | U.S. 75A / S.H. 16 UNDER | New Structure Unit | 2024 | 35.74054722 | -96.00547778 | 233 | 43.365 | — | 3 | 15 | 2 | 40.03 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 02 - Principal Arterial Other (Rural) | C | 8750 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32640 BRKEY
32264 NBI No.
32264 On Under
1 Structure No.
5611 0984EX Control No.
011 Lane Ind.
E Milepoint
09840 Facility Carried
U.S. 75 NB Feature Intersected
U.S. 75A / S.H. 16 UNDER Division
01 County
111 Location
JCT S.H. 16 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2024 ADT Total
8750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
3 Road Width
40.03 Ref. Underclearance Rt.
H Underclearance Right
13.3 Underclearance Left
13.39 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.2 Span Type Main
M Material
3 - Steel Design
02 Length
233 Deck Width
43.365 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
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.7 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14000 Future ADT Year
2042 Bypass Detour
0.1 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
32264 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:44:25.97 Longitude
-96:00:19.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 75 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
32264 Vault Link
http://plansrv1/bridgemaintvault/b32264 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.74054722 Longitude DD
-96.00547778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32640 x
-10687280.8998345 y
4264979.54674345 |
|||||||||||||||||||||||||||||||||||||
| 32263 | 5611 0984WX | 32263 | — | U.S. 75 SB | U.S. 75A / S.H. 16 UNDER | New Structure Unit | 2024 | 35.740544 | -96.00580833 | 233 | 43.235 | — | 3 | 18 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 02 - Principal Arterial Other (Rural) | C | 8950 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32639 BRKEY
32263 NBI No.
32263 On Under
1 Structure No.
5611 0984WX Control No.
011 Lane Ind.
W Milepoint
09840 Facility Carried
U.S. 75 SB Feature Intersected
U.S. 75A / S.H. 16 UNDER Division
01 County
111 Location
JCT S.H. 16 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 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
2024 ADT Total
8950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
18 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
13.22 Underclearance Left
13.49 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.195 Span Type Main
M Material
3 - Steel Design
02 Length
233 Deck Width
43.235 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
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.7 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14320 Future ADT Year
2042 Bypass Detour
0.1 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
32263 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:44:25.96 Longitude
-96:00:20.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 75 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
32263 Vault Link
http://plansrv1/bridgemaintvault/b32263 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.740544 Longitude DD
-96.00580833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32639 x
-10687317.6964922 y
4264979.10512482 |
|||||||||||||||||||||||||||||||||||||
| 32262 | 6404 1114 X | 32262 | — | U.S. 271 | CREEK | New Structure Unit | 2021 | 34.328411 | -95.492 | 29 | 40 | — | 1 | 45 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.3 | 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) | C | 1500 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32638 BRKEY
32262 NBI No.
32262 On Under
1 Structure No.
6404 1114 X Control No.
004 Lane Ind.
Milepoint
11140 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
11.14NE of JCT S.H. 3 Sufficiency
97.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.99 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
2021 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
29 Deck Width
40 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
8 Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
254.4 HS Inv. Rating Method
3 HS Inv. Method
196.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32262 ODOT County
64 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:19:42.28 Longitude
-95:29:30.08 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08 NBI Text
32262 Vault Link
http://plansrv1/bridgemaintvault/b32262 GIS FO/SD
Meets Standards H Inv. Method
196.2 Latitude DD
34.328411 Longitude DD
-95.492 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32638 x
-10630120.8148313 y
4072985.30729049 |
|||||||||||||||||||||||||||||||||||||
| 32261 | 5126 0129 X | 32261 | — | S.H. 2 | CAMEL CREEK | 3-16ft.X10ft.X83ft. RCB | 2024 | 35.28066944 | -95.23858333 | 50 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32637 BRKEY
32261 NBI No.
32261 On Under
1 Structure No.
5126 0129 X Control No.
026 Lane Ind.
Milepoint
01290 Facility Carried
S.H. 2 Feature Intersected
CAMEL CREEK Division
01 County
101 Location
1.4N of HASKELL C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 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
2024 ADT Total
2400 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
3 Appr. Roadway Width
40.73 Span Type Main
M Material
1 - Concrete Design
19 Length
50 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.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
120 HS Inv. Rating Method
3 HS Inv. Method
92.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
33 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
32261 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16ft.X10ft.X83ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:16:50.41 Longitude
-95:14:18.9 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32261 Vault Link
http://plansrv1/bridgemaintvault/b32261 GIS FO/SD
Meets Standards H Inv. Method
92.5 Latitude DD
35.28066944 Longitude DD
-95.23858333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32637 x
-10601910.6001684 y
4202088.71708163 |
|||||||||||||||||||||||||||||||||||||
| 32260 | 0804F0239 X | 32260 | — | U.S. 62 | HOG CREEK | New Structure Unit | 1901 | 35.0435 | -98.319167 | 225 | — | — | 3 | 45 | — | — | 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) | C | 3900 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32636 BRKEY
32260 NBI No.
32260 On Under
1 Structure No.
0804F0239 X Control No.
004 Lane Ind.
Milepoint
02390 Facility Carried
U.S. 62 Feature Intersected
HOG CREEK Division
07 County
015 Location
2.6E of S.H. 9 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
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
3900 ADT Year
2022 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
5 - Prestressed Concrete Design
02 Length
225 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
0 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
32260 ODOT County
08 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
35:02:36.6 Longitude
-98:19:09 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 62 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32260 Vault Link
http://plansrv1/bridgemaintvault/b32260 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.0435 Longitude DD
-98.319167 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32636 x
-10944839.6056588 y
4169794.19273394 |
|||||||||||||||||||||||||||||||||||||
| 32559 | 0944T0229EX | 32559 | — | KILPATRICK TP | SW 29TH ST UNDER | 4-PCB SPANS | 2018 | 35.434769 | -97.703611 | 482 | 41 | — | 4 | 36 | 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
32633 BRKEY
32559 NBI No.
32559 On Under
1 Structure No.
0944T0229EX Control No.
044 Lane Ind.
E Milepoint
02290 Facility Carried
KILPATRICK TP Feature Intersected
SW 29TH ST UNDER Division
04 County
017 Location
.15MI E 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
36 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
88.9 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
32559 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
35:26:05.17 Longitude
-97:42:13 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107.94N NBI Text
32559 Vault Link
http://plansrv1/bridgemaintvault/b32559 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.434769 Longitude DD
-97.703611 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32633 x
-10876316.2251841 y
4223122.60679043 |
|||||||||||||||||||||||||||||||||||||
| 32558 | 0944T0229WX | 32558 | — | KILPATRICK TP | SW 29TH ST UNDER | 4-SPAN PCB | 2018 | 35.434764 | -97.703894 | 482 | 41 | — | 4 | 36 | 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
32632 BRKEY
32558 NBI No.
32558 On Under
1 Structure No.
0944T0229WX Control No.
044 Lane Ind.
W Milepoint
02290 Facility Carried
KILPATRICK TP Feature Intersected
SW 29TH ST UNDER Division
04 County
017 Location
.15MI E 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
36 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
88.9 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
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32558 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-SPAN PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:05.15 Longitude
-97:42:14.02 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107.94S NBI Text
32558 Vault Link
http://plansrv1/bridgemaintvault/b32558 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.434764 Longitude DD
-97.703894 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32632 x
-10876347.7286 y
4223121.92366112 |
|||||||||||||||||||||||||||||||||||||
| 32462 | 5590T0830EX | 32462 | — | KICKAPOO TP | N CANADIAN RIVER | (2) 120FT PLT GIRDER SPANS SEPARATED BY (2) 100FT PC BEAMS SPANS X80FT PC BEAM SPAN. | 2020 | 35.500367 | -97.190647 | 1220 | 48 | — | 12 | 0 | 3 | 45 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | 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) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32629 BRKEY
32462 NBI No.
32462 On Under
1 Structure No.
5590T0830EX Control No.
090 Lane Ind.
E Milepoint
08300 Facility Carried
KICKAPOO TP Feature Intersected
N CANADIAN RIVER Division
04 County
109 Location
8N OF I-40 JCT Sufficiency
88.9 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
45 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
12 Road Width
45 Ref. Underclearance Rt.
N Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1220 Deck Width
48 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
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.8 HS Inv. Rating Method
3 HS Inv. Method
29.3 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
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32462 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
4 Rt. Curb SW
10 Description
(2) 120FT PLT GIRDER SPANS SEPARATED BY (2) 100FT PC BEAMS SPANS X80FT PC BEAM SPAN. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:30:01.32 Longitude
-97:11:26.33 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
138.71E NBI Text
32462 Vault Link
http://plansrv1/bridgemaintvault/b32462 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
35.500367 Longitude DD
-97.190647 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32629 x
-10819213.3339088 y
4232088.64489206 |
|||||||||||||||||||||||||||||||||||||
| 32461 | 5590T0830WX | 32461 | — | KICKAPOO TP | N CANADIAN RIVER | (2) 120FT PLT GIRDER SPANS SEPARATED BY (2) 100FT PC BEAMS SPANS X80FT PC BEAM SPAN. | 2020 | 35.500367 | -97.190925 | 1221.8 | 41 | — | 2 | 0 | 2 | 39 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | 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) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32628 BRKEY
32461 NBI No.
32461 On Under
1 Structure No.
5590T0830WX Control No.
090 Lane Ind.
W Milepoint
08300 Facility Carried
KICKAPOO TP Feature Intersected
N CANADIAN RIVER Division
04 County
109 Location
8N OF I-40 JCT Sufficiency
90.6 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
45 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
2 Road Width
39 Ref. Underclearance Rt.
N Underclearance Right
10 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
3 - Steel Design
02 Length
1221.8 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
1 HS Operating Rating
75.2 HS Inv. Rating Method
1 HS Inv. Method
42.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48640 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
32461 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
(2) 120FT PLT GIRDER SPANS SEPARATED BY (2) 100FT PC BEAMS SPANS X80FT PC BEAM SPAN. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:30:01.32 Longitude
-97:11:27.33 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
138.71W NBI Text
32461 Vault Link
http://plansrv1/bridgemaintvault/b32461 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
35.500367 Longitude DD
-97.190925 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32628 x
-10819244.2807272 y
4232088.64489206 |
|||||||||||||||||||||||||||||||||||||
| 32460 | 5590T0800 X | 32460 | — | KICKAPOO TP | CREEK | New Structure Unit | 2019 | 35.495636 | -97.190842 | 34 | 456 | — | 3 | 45 | 4 | 48 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.1 | 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) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32627 BRKEY
32460 NBI No.
32460 On Under
1 Structure No.
5590T0800 X Control No.
090 Lane Ind.
Milepoint
08000 Facility Carried
KICKAPOO TP Feature Intersected
CREEK Division
04 County
109 Location
7.7N OF I-40 JCT Sufficiency
73.1 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
30400 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
3 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
40 Underclearance Left
40 Deck Structure Type
N No. Lanes
4 Fill RCB
Appr. Roadway Width
118 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
456 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
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36.5 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
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32460 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:29:44.29 Longitude
-97:11:27.03 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
138.39 NBI Text
32460 Vault Link
http://plansrv1/bridgemaintvault/b32460 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.495636 Longitude DD
-97.190842 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32627 x
-10819235.0412095 y
4231441.75953375 |
|||||||||||||||||||||||||||||||||||||
| 32459 | 5590T0676 X | 32459 | — | KICKAPOO TP | CREEK | New Structure Unit | 2019 | 35.481022 | -97.199842 | 66 | 281 | — | 5 | 0 | 4 | 48 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.1 | 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) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32626 BRKEY
32459 NBI No.
32459 On Under
1 Structure No.
5590T0676 X Control No.
090 Lane Ind.
Milepoint
06760 Facility Carried
KICKAPOO TP Feature Intersected
CREEK Division
04 County
109 Location
6.7N OF I-40 JCT Sufficiency
75.1 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2019 ADT Total
30400 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
30 Underclearance Left
30 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
118 Span Type Main
M Material
1 - Concrete Design
19 Length
66 Deck Width
281 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 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
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32459 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:28:51.68 Longitude
-97:11:59.43 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
137.23 NBI Text
32459 Vault Link
http://plansrv1/bridgemaintvault/b32459 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.481022 Longitude DD
-97.199842 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32626 x
-10820236.9166266 y
4229443.77926192 |
|||||||||||||||||||||||||||||||||||||
| 32458 | 5590T0673 X | 32458 | — | KICKAPOO TP | CREEK | New Structure Unit | 2019 | 35.476953 | -97.201875 | 34 | 234 | — | 3 | 30 | 4 | 23.2 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.1 | 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) | 30400 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32625 BRKEY
32458 NBI No.
32458 On Under
1 Structure No.
5590T0673 X Control No.
090 Lane Ind.
Milepoint
06730 Facility Carried
KICKAPOO TP Feature Intersected
CREEK Division
04 County
109 Location
6.4N OF I-40 JCT Sufficiency
73.1 Kind Hwy
1 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34 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
30400 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
23.2 Ref. Underclearance Rt.
N Underclearance Right
30 Underclearance Left
30 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
118 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
234 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
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.2 HS Inv. Rating Method
3 HS Inv. Method
36 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
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32458 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:28:37.03 Longitude
-97:12:06.75 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TP Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
136.93 NBI Text
32458 Vault Link
http://plansrv1/bridgemaintvault/b32458 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.476953 Longitude DD
-97.201875 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32625 x
-10820463.2291514 y
4228887.54299154 |
|||||||||||||||||||||||||||||||||||||
| 32457 | 5590T0674 XC | 32457 | — | NW 10TH ST | CREEK | New Structure Unit | 2018 | 35.478589 | -97.200464 | 25 | 202 | — | 2 | 0 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | 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 | 14 - Other Principal Arterial (Urban) | 1191 | 2022 | 5 | Unmatched | ||
|
Raw data
OBJECTID
32624 BRKEY
32457 NBI No.
32457 On Under
1 Structure No.
5590T0674 XC Control No.
090 Lane Ind.
Milepoint
06740 Facility Carried
NW 10TH ST Feature Intersected
CREEK Division
04 County
109 Location
.7E OF PEEBLY RD Sufficiency
98.9 Kind Hwy
5 Level Service
1 Route No.
10th Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2018 ADT Total
1191 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
35 Underclearance Left
35 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
202 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
0 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
3 HS Operating Rating
60.2 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1905 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32457 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
New Structure Unit Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
H Index
Latitude
35:28:42.92 Longitude
-97:12:01.67 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
NW 10TH ST Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
137.06 NBI Text
32457 Vault Link
http://plansrv1/bridgemaintvault/b32457 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.478589 Longitude DD
-97.200464 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32624 x
-10820306.1573499 y
4229111.18240356 |
|||||||||||||||||||||||||||||||||||||
| 32857 | 1504F0650 X | 32857 | — | U.S. 75 | BLACK CREEK | New Structure Unit | 1901 | 34.668244 | -96.266867 | 145 | — | — | 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) | C | 2200 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32621 BRKEY
32857 NBI No.
32857 On Under
1 Structure No.
1504F0650 X Control No.
004 Lane Ind.
Milepoint
06500 Facility Carried
U.S. 75 Feature Intersected
BLACK CREEK Division
03 County
029 Location
6.5 N JCT S.H. 3 Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00075 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
2200 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
145 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
3520 Future ADT Year
2042 Bypass Detour
0 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
32857 ODOT County
15 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
34:40:05.68 Longitude
-96:16:00.72 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 75 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32857 Vault Link
http://plansrv1/bridgemaintvault/b32857 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
34.668244 Longitude DD
-96.266867 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32621 x
-10716378.6147038 y
4118887.7260516 |
|||||||||||||||||||||||||||||||||||||
| 32854 | 5571F0514 X | 32854 | — | BNSF R.R. | I-240 & SERVICE RD | New Structure Unit | 1901 | 35.391897 | -97.4843 | 214 | — | — | 3 | 6 | — | — | 0 - Other | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | H | 64500 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32618 BRKEY
32854 NBI No.
32854 On Under
A Structure No.
5571F0514 X Control No.
071 Lane Ind.
Milepoint
05140 Facility Carried
BNSF R.R. Feature Intersected
I-240 & SERVICE RD Division
04 County
109 Location
.6 E OF I-35 Sufficiency
Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
2 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
64500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
6 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
0 - Other Design
02 Length
214 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
103200 Future ADT Year
2042 Bypass Detour
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
32854 ODOT County
55 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
35:23:30.83 Longitude
-97:29:03.48 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-240 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32854 Vault Link
http://plansrv1/bridgemaintvault/b32854 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.391897 Longitude DD
-97.4843 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32618 x
-10851902.6363387 y
4217266.74103929 |
|||||||||||||||||||||||||||||||||||||
| 32853 | 5571F0513 X | 32853 | — | BNSF R.R. | I-240 & SERVICE RD | New Structure Unit | 1901 | 35.391897 | -97.484439 | 217 | — | — | 3 | 0 | — | — | 0 - Other | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | H | 64500 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32617 BRKEY
32853 NBI No.
32853 On Under
A Structure No.
5571F0513 X Control No.
071 Lane Ind.
Milepoint
05130 Facility Carried
BNSF R.R. Feature Intersected
I-240 & SERVICE RD Division
04 County
109 Location
.6 E OF JCT I-35 Sufficiency
Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
2 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
64500 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
0 - Other Design
02 Length
217 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
103200 Future ADT Year
2042 Bypass Detour
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
32853 ODOT County
55 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
35:23:30.83 Longitude
-97:29:03.98 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
1-240 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32853 Vault Link
http://plansrv1/bridgemaintvault/b32853 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.391897 Longitude DD
-97.484439 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32617 x
-10851918.1097479 y
4217266.74103929 |
|||||||||||||||||||||||||||||||||||||
| 32750 | 3843F0224 X | 32750 | — | S.H. 115 | SADDLE MTN CREEK | New Structure Unit | 1901 | 34.873647 | -98.708039 | 41 | — | — | 2 | 30 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | 120 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32611 BRKEY
32750 NBI No.
32750 On Under
1 Structure No.
3843F0224 X Control No.
043 Lane Ind.
Milepoint
02240 Facility Carried
S.H. 115 Feature Intersected
SADDLE MTN CREEK Division
05 County
075 Location
2.3N OF COMANCHE C/L Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
120 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 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
41 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
192 Future ADT Year
2042 Bypass Detour
0 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
32750 ODOT County
38 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
34:52:25.13 Longitude
-98:42:28.94 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 115 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32750 Vault Link
http://plansrv1/bridgemaintvault/b32750 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
34.873647 Longitude DD
-98.708039 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32611 x
-10988128.6386826 y
4146723.50575161 |
|||||||||||||||||||||||||||||||||||||
| 32749 | 3843F0205 X | 32749 | — | S.H. 115 | SADDLE MTN CREEK TRIB | New Structure Unit | 1901 | 34.870875 | -98.70795 | 37 | — | — | 2 | 30 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | 120 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32610 BRKEY
32749 NBI No.
32749 On Under
1 Structure No.
3843F0205 X Control No.
043 Lane Ind.
Milepoint
02050 Facility Carried
S.H. 115 Feature Intersected
SADDLE MTN CREEK TRIB Division
05 County
075 Location
2.1N OF COMANCHE C/L Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
120 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 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
37 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
192 Future ADT Year
2042 Bypass Detour
0 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
32749 ODOT County
38 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
34:52:15.15 Longitude
-98:42:28.62 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 115 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32749 Vault Link
http://plansrv1/bridgemaintvault/b32749 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
34.870875 Longitude DD
-98.70795 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32610 x
-10988118.7312479 y
4146347.3882417 |
|||||||||||||||||||||||||||||||||||||
| 32648 | 2654F0599WX | 32648 | — | U.S. 81 SB | ROCK HOLLOW CREEK | New Structure Unit | 1901 | 35.0578 | -97.966047 | 600 | — | — | 6 | 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) | 10500 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32608 BRKEY
32648 NBI No.
32648 On Under
1 Structure No.
2654F0599WX Control No.
054 Lane Ind.
W Milepoint
05990 Facility Carried
U.S. 81 SB Feature Intersected
ROCK HOLLOW CREEK Division
07 County
051 Location
.2SW OF US81/US62 JCT Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
Bridge System
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
10500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 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
600 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
16800 Future ADT Year
2042 Bypass Detour
0 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
32648 ODOT County
26 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
35:03:28.08 Longitude
-97:57:57.77 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 81 SB Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32648 Vault Link
http://plansrv1/bridgemaintvault/b32648 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.0578 Longitude DD
-97.966047 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32608 x
-10905530.4670699 y
4171738.71002024 |
|||||||||||||||||||||||||||||||||||||
| 32647 | 2654F0679SX | 32647 | — | U.S. 81 | NORTH 29TH ST | New Structure Unit | 1901 | 35.053886 | -97.970311 | 223 | — | — | 3 | 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) | 10500 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32607 BRKEY
32647 NBI No.
32647 On Under
1 Structure No.
2654F0679SX Control No.
054 Lane Ind.
S Milepoint
06790 Facility Carried
U.S. 81 Feature Intersected
NORTH 29TH ST Division
07 County
051 Location
.6S OF 29TH/SH9 JCT Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
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
10500 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
223 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
16800 Future ADT Year
2042 Bypass Detour
0 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
32647 ODOT County
26 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
35:03:13.99 Longitude
-97:58:13.12 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
32647 Vault Link
http://plansrv1/bridgemaintvault/b32647 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.053886 Longitude DD
-97.970311 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32607 x
-10906005.1333786 y
4171206.44955852 |
|||||||||||||||||||||||||||||||||||||
| 32646 | 2654F0679NX | 32646 | — | U.S. 81 | NORTH 29TH ST | New Structure Unit | 1901 | 35.054089 | -97.970311 | 227 | — | — | 3 | 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) | 10500 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32606 BRKEY
32646 NBI No.
32646 On Under
1 Structure No.
2654F0679NX Control No.
054 Lane Ind.
N Milepoint
06790 Facility Carried
U.S. 81 Feature Intersected
NORTH 29TH ST Division
07 County
051 Location
.6S OF 29TH/SH9 JCT Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
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
10500 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
227 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
16800 Future ADT Year
2042 Bypass Detour
0 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
32646 ODOT County
26 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
35:03:14.72 Longitude
-97:58:13.12 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
32646 Vault Link
http://plansrv1/bridgemaintvault/b32646 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.054089 Longitude DD
-97.970311 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32606 x
-10906005.1333786 y
4171234.05467314 |
|||||||||||||||||||||||||||||||||||||
| 32645 | 2654F0589 X | 32645 | — | IOWA AVE | U.S. 81 UNDER | New Structure Unit | 1901 | 35.048889 | -97.984444 | 290 | — | — | 4 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | 100 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32605 BRKEY
32645 NBI No.
32645 On Under
1 Structure No.
2654F0589 X Control No.
Lane Ind.
Milepoint
Facility Carried
IOWA AVE Feature Intersected
U.S. 81 UNDER Division
07 County
051 Location
.2S 2.7W OF CHICKASHA Sufficiency
Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 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
290 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
160 Future ADT Year
2042 Bypass Detour
0 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
32645 ODOT County
26 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
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:02:56 Longitude
-97:59:04 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
IOWA AVE Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32645 Vault Link
http://plansrv1/bridgemaintvault/b32645 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.048889 Longitude DD
-97.984444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
32605 x
-10907578.411742 y
4170526.95021736 |
|||||||||||||||||||||||||||||||||||||
| 32644 | 2654F0551 X | 32644 | — | U.S. 81 | IDAHO AVE | New Structure Unit | 1901 | 35.044167 | -97.9875 | 299 | — | — | 4 | 12 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | 100 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32604 BRKEY
32644 NBI No.
32644 On Under
1 Structure No.
2654F0551 X Control No.
054 Lane Ind.
Milepoint
05510 Facility Carried
U.S. 81 Feature Intersected
IDAHO AVE Division
07 County
051 Location
.6S 2.9W OF CHICKASHA Sufficiency
Kind Hwy
4 Level Service
1 Route No.
_ Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
4 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
299 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
160 Future ADT Year
2042 Bypass Detour
0 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
32644 ODOT County
26 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
35:02:39 Longitude
-97:59:15 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
IDAHO AVE Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32644 Vault Link
http://plansrv1/bridgemaintvault/b32644 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.044167 Longitude DD
-97.9875 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
32604 x
-10907918.6041059 y
4169884.88397824 |
|||||||||||||||||||||||||||||||||||||
| 32957 | 5420F0358 X | 32957 | — | S.H. 84 | BAD CREEK | New Structure Unit | 1901 | 35.337578 | -96.046503 | 60 | — | — | 1 | 0 | — | — | 0 - Other | Other (0) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | 500 | 2022 | _ | Unmatched | ||
|
Raw data
OBJECTID
32596 BRKEY
32957 NBI No.
32957 On Under
1 Structure No.
5420F0358 X Control No.
020 Lane Ind.
Milepoint
03580 Facility Carried
S.H. 84 Feature Intersected
BAD CREEK Division
03 County
107 Location
3.6 N OF HUGHES COUNTY Sufficiency
Kind Hwy
3 Level Service
1 Route No.
0084 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
Bridge System
Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
500 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
0 - Other Design
0 Length
60 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
800 Future ADT Year
2042 Bypass Detour
25 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
32957 ODOT County
54 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
35:20:15.28 Longitude
-96:02:47.41 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 84 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32957 Vault Link
http://plansrv1/bridgemaintvault/b32957 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.337578 Longitude DD
-96.046503 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32596 x
-10691847.8064346 y
4209851.80377115 |
|||||||||||||||||||||||||||||||||||||
| 32848 | 4524F0929 X | 32848 | — | U.S. 259 | WATERFALL CREEK | New Structure Unit | 1901 | 34.309694 | -95.335 | 54 | — | — | 3 | 30 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3250 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32591 BRKEY
32848 NBI No.
32848 On Under
1 Structure No.
4524F0929 X Control No.
024 Lane Ind.
Milepoint
09290 Facility Carried
U.S. 259 Feature Intersected
WATERFALL CREEK Division
02 County
089 Location
9.3 N OF TEXAS S/L Sufficiency
Kind Hwy
2 Level Service
1 Route No.
00259 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
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
3250 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
54 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
4140 Future ADT Year
2042 Bypass Detour
48 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
32848 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
33:77:94.9 Longitude
-94:79:66 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 259 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32848 Vault Link
http://plansrv1/bridgemaintvault/b32848 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
34.309694 Longitude DD
-95.335 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32591 x
-10612643.6547767 y
4070462.55692166 |
|||||||||||||||||||||||||||||||||||||
| 32847 | 1118F1718 X | 32847 | — | S.H. 80 | DOUBLE SPRING CREEK | New Structure Unit | 1901 | 36.560247 | -95.263017 | 235 | — | — | 3 | 0 | — | — | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 836 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32590 BRKEY
32847 NBI No.
32847 On Under
1 Structure No.
1118F1718 X Control No.
018 Lane Ind.
Milepoint
17180 Facility Carried
S.H. 80 Feature Intersected
DOUBLE SPRING CREEK Division
01 County
021 Location
.65 W OF HULBERT Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00080 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
07 - Major Collector (Rural) Year Built
1901 ADT Total
836 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
3 - Steel Design
02 Length
235 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
1326 Future ADT Year
2042 Bypass Detour
28 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
32847 ODOT County
11 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
35:92:96.89 Longitude
-95:15:46.86 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 80 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32847 Vault Link
http://plansrv1/bridgemaintvault/b32847 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
36.560247 Longitude DD
-95.263017 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32590 x
-10604630.543871 y
4377986.86859911 |
|||||||||||||||||||||||||||||||||||||
| 32846 | 2204 1337 X | 32846 | — | U.S. 60 | CAMP CREEK | New Structure Unit: 55ft-75ft-55ft PS CONC BEAM SPANS | 2024 | 36.245017 | -99.102308 | 185 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | 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) | C | 2046 | 2023 | 5 | Unmatched | |
|
Raw data
OBJECTID
32589 BRKEY
32846 NBI No.
32846 On Under
1 Structure No.
2204 1337 X Control No.
004 Lane Ind.
Milepoint
13370 Facility Carried
U.S. 60 Feature Intersected
CAMP CREEK Division
05 County
043 Location
5.9 W OF U.S. 183 JCT Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
0 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
2046 ADT Year
2023 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
1 - Concrete Design
02 Length
185 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71.9 HS Inv. Rating Method
3 HS Inv. Method
51 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2797 Future ADT Year
2043 Bypass Detour
47 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
32846 ODOT County
22 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
New Structure Unit: 55ft-75ft-55ft PS CONC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:14:42.06 Longitude
-99:06:08.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 60 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
32846 Vault Link
http://plansrv1/bridgemaintvault/b32846 GIS FO/SD
Meets Standards H Inv. Method
50.9 Latitude DD
36.245017 Longitude DD
-99.102308 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32589 x
-11032018.4629982 y
4334387.91912094 |