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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 32864 | 6608F1040 X | 32864 | — | S.H. 20 | S.H. 66 & BNSF R.R. | New Structure Unit | 1901 | 36.282617 | -95.639067 | 522 | — | — | 4 | 0 | — | — | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 11580 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32222 BRKEY
32864 NBI No.
32864 On Under
1 Structure No.
6608F1040 X Control No.
008 Lane Ind.
Milepoint
10400 Facility Carried
S.H. 20 Feature Intersected
S.H. 66 & BNSF R.R. Division
08 County
131 Location
.7 E FROM S4130 RD Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
4 Vertical Clearance
Horizontal Clearance
Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1901 ADT Total
11580 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
522 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
19000 Future ADT Year
2042 Bypass Detour
0.1 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
32864 ODOT County
66 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
36:16:57.42 Longitude
-95:38:20.64 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 20 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32864 Vault Link
http://plansrv1/bridgemaintvault/b32864 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
36.282617 Longitude DD
-95.639067 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
32222 x
-10646492.2383838 y
4339579.04240532 |
|||||||||||||||||||||||||||||||||||||
| 32863 | 6608F0950 X | 32863 | — | S.H. 20 | UNNAMED TRIBUTARY | New Structure Unit | 1901 | 36.286753 | -95.663561 | 38 | — | — | 3 | 0 | — | — | 1 - Concrete | Culvert (19) | M | _ | _ | — | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 11580 | 2022 | _ | Unmatched | |
|
Raw data
OBJECTID
32221 BRKEY
32863 NBI No.
32863 On Under
1 Structure No.
6608F0950 X Control No.
008 Lane Ind.
Milepoint
09500 Facility Carried
S.H. 20 Feature Intersected
UNNAMED TRIBUTARY Division
08 County
131 Location
.7 S OF W COUNTRY CLUB RD Sufficiency
Kind Hwy
3 Level Service
1 Route No.
00020 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1901 ADT Total
11580 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
Fill RCB
Appr. Roadway Width
Span Type Main
M Material
1 - Concrete Design
19 Length
38 Deck Width
Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
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
19000 Future ADT Year
2042 Bypass Detour
0.1 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
32863 ODOT County
66 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
36:17:12.31 Longitude
-95:39:48.82 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 20 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32863 Vault Link
http://plansrv1/bridgemaintvault/b32863 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
36.286753 Longitude DD
-95.663561 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
32221 x
-10649218.8979913 y
4340150.21859533 |
|||||||||||||||||||||||||||||||||||||
| 32862 | 6608 0770 X | 32862 | — | S.H. 20 | CREEK | 3-10FTX10FTX169FT RCB 4FT CURTAIN WALLS | 2024 | 36.306981 | -95.682567 | 32 | 62 | — | 3 | 42 | 2 | 62 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 11580 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32220 BRKEY
32862 NBI No.
32862 On Under
1 Structure No.
6608 0770 X Control No.
008 Lane Ind.
Milepoint
07700 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
.23 E OF S4110 RD Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62 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
11580 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
42 No. Main Spans
3 Road Width
62 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
62 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
62 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.4 HS Inv. Rating Method
3 HS Inv. Method
57.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
19742 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32862 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10FTX10FTX169FT RCB 4FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:18:25.13 Longitude
-95:40:57.24 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32862 Vault Link
http://plansrv1/bridgemaintvault/b32862 GIS FO/SD
Meets Standards H Inv. Method
57.3 Latitude DD
36.306981 Longitude DD
-95.682567 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32220 x
-10651334.6362333 y
4342944.11514061 |
|||||||||||||||||||||||||||||||||||||
| 32758 | 0716 0734 X | 32758 | — | S.H. 91 | CREEK | (2) 10X8X96 RCB | 1960 | 33.852811 | -96.481678 | 21 | 0 | — | 2 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | 2200 | 2022 | 4 | Unmatched | ||
|
Raw data
OBJECTID
32213 BRKEY
32758 NBI No.
32758 On Under
1 Structure No.
0716 0734 X Control No.
016 Lane Ind.
Milepoint
07340 Facility Carried
S.H. 91 Feature Intersected
CREEK Division
02 County
013 Location
7.23NE OF TX S/L Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00091 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
0 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
1960 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
26 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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.
Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
269.4 HS Inv. Rating Method
1 HS Inv. Method
161.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
24.9 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
32758 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10X8X96 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:51:10.12 Longitude
-96:28:54.04 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 91 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
69A NBI Text
32758 Vault Link
http://plansrv1/bridgemaintvault/b32758 GIS FO/SD
Meets Standards H Inv. Method
96.8 Latitude DD
33.852811 Longitude DD
-96.481678 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32213 x
-10740291.2658406 y
4009055.22124248 |
|||||||||||||||||||||||||||||||||||||
| 32655 | 2754F0733EX | 32655 | — | U.S. 81 NB | U.S. 62 | New Structure Unit | 1901 | 35.060278 | -97.964444 | 324 | — | — | 4 | 11 | — | — | 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
32210 BRKEY
32655 NBI No.
32655 On Under
1 Structure No.
2754F0733EX Control No.
054 Lane Ind.
E Milepoint
07330 Facility Carried
U.S. 81 NB Feature Intersected
U.S. 62 Division
07 County
053 Location
3.3W OF US62/I-44 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
11 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
324 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
32655 ODOT County
27 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
35:03:37 Longitude
-97:57:52 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 81 NB Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32655 Vault Link
http://plansrv1/bridgemaintvault/b32655 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.060278 Longitude DD
-97.964444 ODOT County Number
27 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32210 x
-10905352.0219262 y
4172075.70364573 |
|||||||||||||||||||||||||||||||||||||
| 32654 | 2654F0599EX | 32654 | — | U.S. 81 | ROCK HOLLOW CREEK | New Structure Unit | 1901 | 35.0575 | -97.965733 | 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
32209 BRKEY
32654 NBI No.
32654 On Under
1 Structure No.
2654F0599EX Control No.
054 Lane Ind.
E Milepoint
05990 Facility Carried
U.S. 81 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
32654 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
35:03:27 Longitude
-97:57:56.64 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 81 NB Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
_ Local Bridge ID
NBI Text
32654 Vault Link
http://plansrv1/bridgemaintvault/b32654 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.0575 Longitude DD
-97.965733 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32209 x
-10905495.5127498 y
4171697.91245455 |
|||||||||||||||||||||||||||||||||||||
| 32653 | 2654F0599EXR | 32653 | — | U.S. 81 | ROCK HOLLOW CREEK | New Structure Unit | 1901 | 35.057664 | -97.965347 | 600 | — | — | 6 | 0 | — | — | 1 - 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
32208 BRKEY
32653 NBI No.
32653 On Under
1 Structure No.
2654F0599EXR Control No.
054 Lane Ind.
E Milepoint
05990 Facility Carried
U.S. 81 Feature Intersected
ROCK HOLLOW CREEK Division
07 County
051 Location
.2SW OF US81/US62 JCT Sufficiency
Kind Hwy
2 Level Service
7 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
1 - 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
32653 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.
R Alt. Structure Name
H Index
Latitude
35:03:27.59 Longitude
-97:57:55.25 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 81 RAMP Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
_ Local Bridge ID
NBI Text
32653 Vault Link
http://plansrv1/bridgemaintvault/b32653 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.057664 Longitude DD
-97.965347 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32208 x
-10905452.5434263 y
4171720.21510522 |
|||||||||||||||||||||||||||||||||||||
| 32652 | 2654F0599WXR | 32652 | — | U.S. 81 | ROCK HOLLOW CREEK | New Structure Unit | 1901 | 35.057817 | -97.966439 | 600 | — | — | 6 | — | — | — | 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
32207 BRKEY
32652 NBI No.
32652 On Under
1 Structure No.
2654F0599WXR Control No.
054 Lane Ind.
W Milepoint
05990 Facility Carried
U.S. 81 Feature Intersected
ROCK HOLLOW CREEK Division
07 County
051 Location
.2SW OF US81/US62 JCT Sufficiency
Kind Hwy
2 Level Service
7 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
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
32652 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.
R Alt. Structure Name
H Index
Latitude
35:03:28.14 Longitude
-97:57:59.18 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S 81 RAMP Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
_ Local Bridge ID
NBI Text
32652 Vault Link
http://plansrv1/bridgemaintvault/b32652 GIS FO/SD
Meets Standards H Inv. Method
Latitude DD
35.057817 Longitude DD
-97.966439 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32207 x
-10905574.1043103 y
4171741.02188679 |
|||||||||||||||||||||||||||||||||||||
| 31594 | 3625 2304 X | 31594 | — | BENDER RD | I-35 UNDER | -1 | (2) 125ft. STEEL I-BEAM SPANS ON 9.137 SKEW LF W/ 28ft. CLR RDWY & TR-4 RAILS | 2017 | 36.926944 | -97.349444 | 250.187 | 30.167 | — | 2 | 9 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
32194 BRKEY
31594 NBI No.
31594 On Under
1 Structure No.
3625 2304 X Control No.
Lane Ind.
Milepoint
Facility Carried
BENDER RD Feature Intersected
I-35 UNDER Division
04 County
071 Location
8.1 N JCT S.H. 11 Sufficiency
99 Kind Hwy
4 Level Service
1 Route No.
3614C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
250 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
9 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
250.187 Deck Width
30.167 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
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
350 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31594 ODOT County
36 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
(2) 125ft. STEEL I-BEAM SPANS ON 9.137 SKEW LF W/ 28ft. CLR RDWY & TR-4 RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:55:37 Longitude
-97:20:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
_ Roadway Name
BENDER ROAD 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
31594 Vault Link
http://plansrv1/bridgemaintvault/b31594 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.926944 Longitude DD
-97.349444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32194 x
-10836890.5350883 y
4428928.60921223 |
|||||||||||||||||||||||||||||||||||||
| 31501 | 5233 2611 X | 31501 | — | S.H. 15 | I-35 UNDER | -1 | CONVENTIONAL, 45ft.-91ft.-91ft.-45ft. STEEL PLATE GIRDER SPANS, 40ft. CL. RDWY, SKEW 13 DEGREE SKEW | 2017 | 36.53559167 | -97.34406111 | 272.001 | 42.169 | — | 4 | 13 | 2 | 42.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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) | A | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
32191 BRKEY
31501 NBI No.
31501 On Under
1 Structure No.
5233 2611 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 15 Feature Intersected
I-35 UNDER Division
04 County
103 Location
5.4 E OF BILLINGS Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
13 No. Main Spans
4 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
18.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
272.001 Deck Width
42.169 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
62 HS Inv. Rating Method
3 HS Inv. Method
48 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31501 ODOT County
52 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
CONVENTIONAL, 45ft.-91ft.-91ft.-45ft. STEEL PLATE GIRDER SPANS, 40ft. CL. RDWY, SKEW 13 DEGREE SKEW Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:32:08.13 Longitude
-97:20:38.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 15 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
31501 Vault Link
http://plansrv1/bridgemaintvault/b31501 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
36.53559167 Longitude DD
-97.34406111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32191 x
-10836291.3145145 y
4374570.44022049 |
|||||||||||||||||||||||||||||||||||||
| 31500 | 5032 0839 X | 31500 | — | ROCK CRUSHER ROAD | I-35 UNDER | 65ft.-135ft.-135ft. PCB, 32ft. CLR, W/F-PARAPET | 2018 | 34.487778 | -97.161667 | 335 | 35 | — | 3 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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) | A | 636 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32190 BRKEY
31500 NBI No.
31500 On Under
1 Structure No.
5032 0839 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCK CRUSHER ROAD Feature Intersected
I-35 UNDER Division
07 County
099 Location
8.3 N CARTER C/L Sufficiency
100 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
636 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
32 Underclearance Left
35 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
335 Deck Width
35 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
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
57 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
796 Future ADT Year
2042 Bypass Detour
0 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
31500 ODOT County
50 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
65ft.-135ft.-135ft. PCB, 32ft. CLR, W/F-PARAPET Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:29:16 Longitude
-97:09:42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
ROCK CRUSHER ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
120 NBI Text
31500 Vault Link
http://plansrv1/bridgemaintvault/b31500 GIS FO/SD
Meets Standards H Inv. Method
56 Latitude DD
34.487778 Longitude DD
-97.161667 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32190 x
-10815987.2950656 y
4094488.26521081 |
|||||||||||||||||||||||||||||||||||||
| 31789 | 1937T2868 X | 31789 | — | TURNER TP (I-44) | S.H. 33 UNDER | 2-49ft. PCB SPAN, 126ft. CLR RDWY, F-SHAPED PARAPETS, SK 15ft. RT FWD | 2018 | 35.987 | -96.194 | 98 | 126 | — | 2 | 15 | 6 | 123 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 25900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32185 BRKEY
31789 NBI No.
31789 On Under
1 Structure No.
1937T2868 X Control No.
037 Lane Ind.
Milepoint
28680 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 33 UNDER Division
08 County
037 Location
24.3 E PAYNE C/L Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
61.5 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
25900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
2 Road Width
123 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
2 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
134 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
98 Deck Width
126 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80.2 HS Inv. Rating Method
3 HS Inv. Method
61.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2020 Future ADT Year
2042 Bypass Detour
8.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31789 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-49ft. PCB SPAN, 126ft. CLR RDWY, F-SHAPED PARAPETS, SK 15ft. RT FWD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:59:14 Longitude
-96:11:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75.60 NBI Text
31789 Vault Link
http://plansrv1/bridgemaintvault/b31789 GIS FO/SD
Meets Standards H Inv. Method
61.9 Latitude DD
35.987 Longitude DD
-96.194 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32185 x
-10708267.0973682 y
4298832.73949855 |
|||||||||||||||||||||||||||||||||||||
| 31788 | 5806 0256 X | 31788 | — | U.S. 60 | HORSE CREEK | 70ft.-100ft.-70ft. TYPE IV PC BEAM SPANS, 40ft.-0in. CLR RDWY, SK 45 DEG | 2020 | 36.696667 | -94.956667 | 245.5 | 43.17 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32184 BRKEY
31788 NBI No.
31788 On Under
1 Structure No.
5806 0256 X Control No.
006 Lane Ind.
Milepoint
02560 Facility Carried
U.S. 60 Feature Intersected
HORSE CREEK Division
08 County
115 Location
2.6 N DELAWARE C/L Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2020 ADT Total
7000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
245.5 Deck Width
43.17 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.6 HS Inv. Rating Method
3 HS Inv. Method
41.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11200 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
31788 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-100ft.-70ft. TYPE IV PC BEAM SPANS, 40ft.-0in. CLR RDWY, SK 45 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:41:48 Longitude
-94:57:24 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
31788 Vault Link
http://plansrv1/bridgemaintvault/b31788 GIS FO/SD
Meets Standards H Inv. Method
41.8 Latitude DD
36.696667 Longitude DD
-94.956667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32184 x
-10570527.8178664 y
4396909.99678209 |
|||||||||||||||||||||||||||||||||||||
| 31590 | 1112 1390 X | 31590 | — | S.H. 51 | PECAN CREEK | 3 CELL 16ft. X 12 ft. X90ft. RCB | 2018 | 35.91907778 | -95.04370556 | 52 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6000 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
32172 BRKEY
31590 NBI No.
31590 On Under
1 Structure No.
1112 1390 X Control No.
012 Lane Ind.
Milepoint
13900 Facility Carried
S.H. 51 Feature Intersected
PECAN CREEK Division
01 County
021 Location
14.1 E OF WAGNER C/L Sufficiency
84.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2018 ADT Total
6000 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
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
52 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.4 HS Inv. Rating Method
3 HS Inv. Method
47.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
39.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31590 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 CELL 16ft. X 12 ft. X90ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:08.68 Longitude
-95:02:37.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
31590 Vault Link
http://plansrv1/bridgemaintvault/b31590 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.91907778 Longitude DD
-95.04370556 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32172 x
-10580216.906045 y
4289492.30467721 |
|||||||||||||||||||||||||||||||||||||
| 31494 | 2802 1701 X | 31494 | — | U.S. 283 | ELM FORK RED RIVER | 80ft.- 4-100ft.- 80ft. P/S CONC. SPANS | 2021 | 34.925278 | -99.502222 | 560 | 42 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1960 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32166 BRKEY
31494 NBI No.
31494 On Under
1 Structure No.
2802 1701 X Control No.
002 Lane Ind.
Milepoint
17010 Facility Carried
U.S. 283 Feature Intersected
ELM FORK RED RIVER Division
05 County
055 Location
3.7 N JCT S.H. 34 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00283 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
06 - Minor Arterial (Rural) Year Built
2021 ADT Total
1960 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
560 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.3 HS Inv. Rating Method
3 HS Inv. Method
55.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2780 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31494 ODOT County
28 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
80ft.- 4-100ft.- 80ft. P/S CONC. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:55:31 Longitude
-99:30:08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
31494 Vault Link
http://plansrv1/bridgemaintvault/b31494 GIS FO/SD
Meets Standards H Inv. Method
55.3 Latitude DD
34.925278 Longitude DD
-99.502222 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32166 x
-11076536.6858393 y
4153731.35340569 |
|||||||||||||||||||||||||||||||||||||
| 31493 | 2802 1734 X | 31493 | — | U.S. 283 | ELM FORK RED RIVER O'FL | 3-100ft. P/S CONC. SPANS | 2021 | 34.930208 | -99.502258 | 300 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1960 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32165 BRKEY
31493 NBI No.
31493 On Under
1 Structure No.
2802 1734 X Control No.
002 Lane Ind.
Milepoint
17340 Facility Carried
U.S. 283 Feature Intersected
ELM FORK RED RIVER O'FL Division
05 County
055 Location
4.1 N JCT S.H. 34 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00283 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
06 - Minor Arterial (Rural) Year Built
2021 ADT Total
1960 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82 HS Inv. Rating Method
3 HS Inv. Method
55.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2780 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31493 ODOT County
28 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. P/S CONC. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:55:48.75 Longitude
-99:30:08.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
31493 Vault Link
http://plansrv1/bridgemaintvault/b31493 GIS FO/SD
Meets Standards H Inv. Method
55.3 Latitude DD
34.930208 Longitude DD
-99.502258 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32165 x
-11076540.6933409 y
4154400.73015465 |
|||||||||||||||||||||||||||||||||||||
| 31492 | 7502 1166NXF | 31492 | — | I-40 FRONTAGE RD. | SAND CREEK | 4-12ft.x15ft.x28 ft. RDY. RCB | 2018 | 35.44833333 | -99.16861111 | 67 | 20 | — | 4 | 0 | 2 | 20 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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) | A | 310 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32164 BRKEY
31492 NBI No.
31492 On Under
1 Structure No.
7502 1166NXF Control No.
002 Lane Ind.
N Milepoint
11660 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
SAND CREEK Division
05 County
149 Location
.1 E OF JCT S.H. 44 Sufficiency
82 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2018 ADT Total
310 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
67 Deck Width
20 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
410 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31492 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-12ft.x15ft.x28 ft. RDY. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
H Index
Latitude
35:26:54 Longitude
-99:10:07 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
31492 Vault Link
http://plansrv1/bridgemaintvault/b31492 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
35.44833333 Longitude DD
-99.16861111 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32164 x
-11039399.2914414 y
4224976.00122371 |
|||||||||||||||||||||||||||||||||||||
| 31491 | 7413 0292 X | 31491 | — | S.H. 123 | UNNAMED CREEK | 45ft.-50ft.-45ft. PC BEAMS, 40ft.-0in. CLR RDY | 2023 | 36.768611 | -95.958889 | 140.5 | 42.166 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32163 BRKEY
31491 NBI No.
31491 On Under
1 Structure No.
7413 0292 X Control No.
013 Lane Ind.
Milepoint
02920 Facility Carried
S.H. 123 Feature Intersected
UNNAMED CREEK Division
08 County
147 Location
.6 NE JCT U.S. 60 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2023 ADT Total
4500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
140.5 Deck Width
42.166 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
9 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
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6200 Future ADT Year
2042 Bypass Detour
1E-06 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31491 ODOT County
74 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-50ft.-45ft. PC BEAMS, 40ft.-0in. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:46:07 Longitude
-95:57:32 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 123 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
31491 Vault Link
http://plansrv1/bridgemaintvault/b31491 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
36.768611 Longitude DD
-95.958889 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32163 x
-10682094.6605683 y
4406903.03406664 |
|||||||||||||||||||||||||||||||||||||
| 31680 | 7104 0660 X | 31680 | — | U.S. 70 | SUTTLE CREEK | 50ft.-85ft.-50ft. P/S CONC. BEAM SPANS | 2020 | 34.246944 | -99.017778 | 186 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 581 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32154 BRKEY
31680 NBI No.
31680 On Under
1 Structure No.
7104 0660 X Control No.
004 Lane Ind.
Milepoint
06600 Facility Carried
U.S. 70 Feature Intersected
SUTTLE CREEK Division
05 County
141 Location
3.3 E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00070 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
2020 ADT Total
581 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.1 HS Inv. Rating Method
3 HS Inv. Method
37.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
926 Future ADT Year
2042 Bypass Detour
20 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
31680 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-85ft.-50ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:14:49 Longitude
-99:01:04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31680 Vault Link
http://plansrv1/bridgemaintvault/b31680 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
34.246944 Longitude DD
-99.017778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32154 x
-11022608.6264414 y
4062008.96657362 |
|||||||||||||||||||||||||||||||||||||
| 31679 | 7104 0448 X | 31679 | — | U.S. 70 | BOTTLE CREEK | 50ft.-55ft.-50ft. P/S CONC BEAM SPANS | 2020 | 34.246944 | -99.054722 | 155 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 581 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32153 BRKEY
31679 NBI No.
31679 On Under
1 Structure No.
7104 0448 X Control No.
004 Lane Ind.
Milepoint
04480 Facility Carried
U.S. 70 Feature Intersected
BOTTLE CREEK Division
05 County
141 Location
1 E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
2020 ADT Total
581 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
155 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
928 Future ADT Year
2042 Bypass Detour
20.65 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
31679 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-55ft.-50ft. P/S CONC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:14:49 Longitude
-99:03:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31679 Vault Link
http://plansrv1/bridgemaintvault/b31679 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
34.246944 Longitude DD
-99.054722 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32153 x
-11026721.2137093 y
4062008.96657362 |
|||||||||||||||||||||||||||||||||||||
| 31678 | 5906 0637 X | 31678 | — | U.S. 64 | CEDAR CREEK | 126.83ft.-126ft.-126.83ft. P. C. BEAM TYPE J | 2021 | 36.303889 | -96.463889 | 379.666 | 71 | — | 3 | 0 | 2 | 69 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8734 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32152 BRKEY
31678 NBI No.
31678 On Under
1 Structure No.
5906 0637 X Control No.
006 Lane Ind.
Milepoint
06370 Facility Carried
U.S. 64 Feature Intersected
CEDAR CREEK Division
08 County
117 Location
.1 SF S.H. 99 JUNCTION Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
69 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
8734 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
69 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
69 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
379.666 Deck Width
71 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64.2 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11874 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31678 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
126.83ft.-126ft.-126.83ft. P. C. BEAM TYPE J Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:18:14 Longitude
-96:27:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 64 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
31678 Vault Link
http://plansrv1/bridgemaintvault/b31678 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
36.303889 Longitude DD
-96.463889 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32152 x
-10738311.0034189 y
4342517.00039544 |
|||||||||||||||||||||||||||||||||||||
| 31586 | 2004 1619 NXF | 31586 | — | I-40 FRONTAGE RD | LITTLE DEEP CREEK | 50ft.-61ft.-50ft Weathering Steel Spans SK 15 LF, | 2019 | 35.536667 | -98.641111 | 160 | 32 | — | 3 | 15 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 520 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32150 BRKEY
31586 NBI No.
31586 On Under
1 Structure No.
2004 1619 NXF Control No.
004 Lane Ind.
Milepoint
16190 Facility Carried
I-40 FRONTAGE RD Feature Intersected
LITTLE DEEP CREEK Division
05 County
039 Location
5.3 E OF S.H. 54 Sufficiency
100 Kind Hwy
1 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2019 ADT Total
520 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
15 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
160 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
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
6 HS Operating Rating Method
3 HS Operating Rating
72.9 HS Inv. Rating Method
3 HS Inv. Method
56.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31586 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-61ft.-50ft Weathering Steel Spans SK 15 LF, Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:12 Longitude
-98:38:28 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 N Frontage Rd. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
31586 Vault Link
http://plansrv1/bridgemaintvault/b31586 GIS FO/SD
Meets Standards H Inv. Method
56 Latitude DD
35.536667 Longitude DD
-98.641111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32150 x
-10980678.2478028 y
4237053.33296222 |
|||||||||||||||||||||||||||||||||||||
| 31773 | 5406F0995 X | 31773 | — | U.S. 75 | BAD CREEK | 60ft.-3ft.ft.- 60ft.- 60ft.-3ft.ft. TYPE III PCB, O SKEW | 1901 | 35.4125 | -96.12305556 | 180 | -1 | — | 3 | -1 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32133 BRKEY
31773 NBI No.
31773 On Under
1 Structure No.
5406F0995 X Control No.
006 Lane Ind.
Milepoint
09950 Facility Carried
U.S. 75 Feature Intersected
BAD CREEK Division
03 County
107 Location
1.6 S I-40 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
-1 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180 Deck Width
-1 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
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 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
31773 ODOT County
54 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
60ft.-3ft.ft.- 60ft.- 60ft.-3ft.ft. TYPE III PCB, O SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:45 Longitude
-96:07:23 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
5 Local Bridge ID
NBI Text
31773 Vault Link
http://plansrv1/bridgemaintvault/b31773 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.4125 Longitude DD
-96.12305556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32133 x
-10700369.5984327 y
4220080.50601052 |
|||||||||||||||||||||||||||||||||||||
| 31673 | 0522 1749 X | 31673 | — | S.H. 34 | FARMRAIL | 77ft.-77ft.-81ft. P/S CONC BEAM SPANS | 2022 | 35.369722 | -99.505278 | 235 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 267 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32129 BRKEY
31673 NBI No.
31673 On Under
1 Structure No.
0522 1749 X Control No.
022 Lane Ind.
Milepoint
17490 Facility Carried
S.H. 34 Feature Intersected
FARMRAIL Division
05 County
009 Location
5.5 N JCT S.H. 152 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2022 ADT Total
267 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
25 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
235 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
73.8 HS Inv. Rating Method
3 HS Inv. Method
47.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1224 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31673 ODOT County
05 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
77ft.-77ft.-81ft. P/S CONC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:22:11 Longitude
-99:30:19 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 34 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
31673 Vault Link
http://plansrv1/bridgemaintvault/b31673 GIS FO/SD
Meets Standards H Inv. Method
47.5 Latitude DD
35.369722 Longitude DD
-99.505278 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32129 x
-11076876.8782031 y
4214239.09009065 |
|||||||||||||||||||||||||||||||||||||
| 31672 | 0522 1729 X | 31672 | — | S.H. 34 | CREEK | 3-12ft.x6ft.x100ft. RCB SK. 30 LF | 2022 | 35.366111 | -99.505278 | 36 | 85 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 867 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32128 BRKEY
31672 NBI No.
31672 On Under
1 Structure No.
0522 1729 X Control No.
022 Lane Ind.
Milepoint
17290 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
009 Location
5.3 N JCT S.H. 152 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2022 ADT Total
867 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
36 Deck Width
85 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
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
94.5 HS Inv. Rating Method
3 HS Inv. Method
72.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1224 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31672 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.x6ft.x100ft. RCB SK. 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:21:58 Longitude
-99:30:19 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31672 Vault Link
http://plansrv1/bridgemaintvault/b31672 GIS FO/SD
Meets Standards H Inv. Method
72.8 Latitude DD
35.366111 Longitude DD
-99.505278 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32128 x
-11076876.8782031 y
4213746.14303821 |
|||||||||||||||||||||||||||||||||||||
| 31580 | 1502 0979 X | 31580 | — | U.S. 75 | CANEY CREEK | 2- 12 ft. X 12 ft. X 94 ft. R.C. BOX, NO SKEW W/ 4 ft. CURTAIN WALLS. | 2022 | 34.545 | -96.229167 | 25 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32126 BRKEY
31580 NBI No.
31580 On Under
1 Structure No.
1502 0979 X Control No.
002 Lane Ind.
Milepoint
09790 Facility Carried
U.S. 75 Feature Intersected
CANEY CREEK Division
03 County
029 Location
9.8 MI. N. ATOKA C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2022 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
90 HS Inv. Rating Method
3 HS Inv. Method
69.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31580 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 12 ft. X 12 ft. X 94 ft. R.C. BOX, NO SKEW W/ 4 ft. CURTAIN WALLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:32:42 Longitude
-96:13:45 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31580 Vault Link
http://plansrv1/bridgemaintvault/b31580 GIS FO/SD
Meets Standards H Inv. Method
69.3 Latitude DD
34.545 Longitude DD
-96.229167 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
32126 x
-10712181.8699009 y
4102219.09245965 |
|||||||||||||||||||||||||||||||||||||
| 31579 | 0114 0663 X | 31579 | — | S.H. 51 | MULBERRY HOLLOW | 91ft.-107ft.-107ft. TYPE IV PCB SPAN BR. 40ft. CLR RDY. O SKEW | 2020 | 35.855556 | -94.703333 | 305 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32125 BRKEY
31579 NBI No.
31579 On Under
1 Structure No.
0114 0663 X Control No.
014 Lane Ind.
Milepoint
06630 Facility Carried
S.H. 51 Feature Intersected
MULBERRY HOLLOW Division
01 County
001 Location
6.6 SE CHEROKEE C/L Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
305 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
57.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4025 Future ADT Year
2042 Bypass Detour
31.1 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
31579 ODOT County
01 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
91ft.-107ft.-107ft. TYPE IV PCB SPAN BR. 40ft. CLR RDY. O SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:51:20 Longitude
-94:42:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31579 NBI Text
31579 Vault Link
http://plansrv1/bridgemaintvault/b31579 GIS FO/SD
Meets Standards H Inv. Method
57.5 Latitude DD
35.855556 Longitude DD
-94.703333 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32125 x
-10542326.8059858 y
4280764.25927791 |
|||||||||||||||||||||||||||||||||||||
| 31575 | 0522 0343 X | 31575 | — | S.H. 34 | N FORK OF RED RIVER | 9-100ft. PCB, 40ft. CLR RDY, W/TR-4 | 2024 | 35.16583333 | -99.50722222 | 900 | 42.16 | — | 9 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 972 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32121 BRKEY
31575 NBI No.
31575 On Under
1 Structure No.
0522 0343 X Control No.
022 Lane Ind.
Milepoint
03430 Facility Carried
S.H. 34 Feature Intersected
N FORK OF RED RIVER Division
05 County
009 Location
3.6 N GREER C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
972 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
9 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
900 Deck Width
42.16 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
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.6 HS Inv. Rating Method
3 HS Inv. Method
63.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1339 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31575 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
2 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-100ft. PCB, 40ft. CLR RDY, W/TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:09:57 Longitude
-99:30:26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31575 Vault Link
http://plansrv1/bridgemaintvault/b31575 GIS FO/SD
Meets Standards H Inv. Method
63.5 Latitude DD
35.16583333 Longitude DD
-99.50722222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32121 x
-11077093.3077835 y
4186440.12988554 |
|||||||||||||||||||||||||||||||||||||
| 31483 | 5620F0044 X | 31483 | — | S.H. 56 | BRIER CREEK | 3-10ft.X9ft.X110ft. RCB, TURNED 12 DEG | 1901 | 35.59555556 | -96.185 | 32 | -1 | — | 3 | 12 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2014 | 5 | Unmatched | |
|
Raw data
OBJECTID
32119 BRKEY
31483 NBI No.
31483 On Under
1 Structure No.
5620F0044 X Control No.
020 Lane Ind.
Milepoint
00440 Facility Carried
S.H. 56 Feature Intersected
BRIER CREEK Division
01 County
111 Location
.42 E OKFUSKEE C\L Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
610 ADT Year
2014 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
-1 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
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
976 Future ADT Year
2034 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
31483 ODOT County
56 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-10ft.X9ft.X110ft. RCB, TURNED 12 DEG Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:35:44 Longitude
-96:11:06 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 56 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31483 Vault Link
http://plansrv1/bridgemaintvault/b31483 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.59555556 Longitude DD
-96.185 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32119 x
-10707265.221951 y
4245112.20072247 |
|||||||||||||||||||||||||||||||||||||
| 31482 | 5620 0042 X | 31482 | — | S.H. 56 | BRIER CREEK | 3-10ft.X9ft.X110ft. RCB TURNED 12 DEG. | 2019 | 35.595556 | -96.185 | 32.7 | 0 | — | 3 | 12 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32118 BRKEY
31482 NBI No.
31482 On Under
1 Structure No.
5620 0042 X Control No.
020 Lane Ind.
Milepoint
00420 Facility Carried
S.H. 56 Feature Intersected
BRIER CREEK Division
01 County
111 Location
.42 E OKFUSKEE C\L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32.7 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
173.3 HS Inv. Rating Method
3 HS Inv. Method
133.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
976 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31482 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X9ft.X110ft. RCB TURNED 12 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:35:44 Longitude
-96:11:06 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31482 Vault Link
http://plansrv1/bridgemaintvault/b31482 GIS FO/SD
Meets Standards H Inv. Method
88.7 Latitude DD
35.595556 Longitude DD
-96.185 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32118 x
-10707265.221951 y
4245112.26095838 |
|||||||||||||||||||||||||||||||||||||
| 31481 | 5620F0043 X | 31481 | — | S.H. 56 | BRIER CREEK | 3-10ft.X9ft.X84ft. RCB | 1901 | 35.59555556 | -96.185 | 32 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2014 | 5 | Unmatched | |
|
Raw data
OBJECTID
32117 BRKEY
31481 NBI No.
31481 On Under
1 Structure No.
5620F0043 X Control No.
020 Lane Ind.
Milepoint
00430 Facility Carried
S.H. 56 Feature Intersected
BRIER CREEK Division
01 County
111 Location
.42 E OKFUSKEE C/L Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
610 ADT Year
2014 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
-1 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
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
976 Future ADT Year
2034 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
31481 ODOT County
56 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-10ft.X9ft.X84ft. RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:35:44 Longitude
-96:11:06 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 56 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31481 Vault Link
http://plansrv1/bridgemaintvault/b31481 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.59555556 Longitude DD
-96.185 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32117 x
-10707265.221951 y
4245112.20072247 |
|||||||||||||||||||||||||||||||||||||
| 31479 | 4130 0126 X | 31479 | — | U.S. 377/SH 99 | SALT CREEK | 3-18 ft. X 15 ft. X 120 ft. R.C. BOX, W/ 6 ft. CURTAIN WALL & NO SKEW | 2021 | 35.767222 | -96.662778 | 58.5 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32115 BRKEY
31479 NBI No.
31479 On Under
1 Structure No.
4130 0126 X Control No.
030 Lane Ind.
Milepoint
01260 Facility Carried
U.S. 377/SH 99 Feature Intersected
SALT CREEK Division
03 County
081 Location
1.26 N JCT S.H. 66 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00377 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2021 ADT Total
3400 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
06 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
58.5 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.7 HS Inv. Rating Method
3 HS Inv. Method
61.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31479 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-18 ft. X 15 ft. X 120 ft. R.C. BOX, W/ 6 ft. CURTAIN WALL & NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:46:02 Longitude
-96:39:46 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 377 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31479 Vault Link
http://plansrv1/bridgemaintvault/b31479 GIS FO/SD
Meets Standards H Inv. Method
61.4 Latitude DD
35.767222 Longitude DD
-96.662778 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32115 x
-10760451.2256232 y
4268638.56981973 |
|||||||||||||||||||||||||||||||||||||
| 31772 | 6702F0419 X | 31772 | — | U.S. 270 | UNNAMED CREEK | 3 20ft. X 12ft. X 84ft. CLR RDWY RCB O SKEW | 1901 | 35.21958889 | -96.64105833 | 60 | -1 | — | 3 | -1 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32114 BRKEY
31772 NBI No.
31772 On Under
1 Structure No.
6702F0419 X Control No.
002 Lane Ind.
Milepoint
04190 Facility Carried
U.S. 270 Feature Intersected
UNNAMED CREEK Division
03 County
133 Location
1.79 E JCT U.S. 377 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
_ Service Type Off
_ Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
-1 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
60 Deck Width
-1 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
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 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
31772 ODOT County
67 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3 20ft. X 12ft. X 84ft. CLR RDWY RCB O SKEW Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:13:10.52 Longitude
-96:38:27.81 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31772 Vault Link
http://plansrv1/bridgemaintvault/b31772 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.21958889 Longitude DD
-96.64105833 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32114 x
-10758033.4030186 y
4193762.582859 |
|||||||||||||||||||||||||||||||||||||
| 31771 | 6702F0402 X | 31771 | — | U.S. 270 | CARTER CREEK | 50ft.-55ft.-50ft. PC BEAM, 84ft. CLR RDY, O DEG SKEW | 1901 | 35.22083333 | -96.64361111 | 155 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32113 BRKEY
31771 NBI No.
31771 On Under
1 Structure No.
6702F0402 X Control No.
002 Lane Ind.
Milepoint
04020 Facility Carried
U.S. 270 Feature Intersected
CARTER CREEK Division
03 County
133 Location
1.62 E JCT U.S. 377 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
Underclearance Left
Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
155 Deck Width
-1 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
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
3 HS Operating Rating
177.7 HS Inv. Rating Method
3 HS Inv. Method
137.1 H Operating Rating
1 H Inv. Rating Method
_ Future ADT
-1 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
31771 ODOT County
67 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
-1 Rt. Curb SW
-1 Description
50ft.-55ft.-50ft. PC BEAM, 84ft. CLR RDY, O DEG SKEW Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:13:15 Longitude
-96:38:37 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31771 Vault Link
http://plansrv1/bridgemaintvault/b31771 GIS FO/SD
Meets Standards H Inv. Method
137 Latitude DD
35.22083333 Longitude DD
-96.64361111 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32113 x
-10758317.5771884 y
4193932.15488503 |
|||||||||||||||||||||||||||||||||||||
| 31770 | 6702F0543 X | 31770 | — | U.S. 270 | UNNAMED CREEK | 20ft.X15ft.X84ft. CL RDWY, RCB 45DEG RT FWD SKEW | 1901 | 35.20694444 | -96.625 | 20 | -1 | — | 1 | 45 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32112 BRKEY
31770 NBI No.
31770 On Under
1 Structure No.
6702F0543 X Control No.
002 Lane Ind.
Milepoint
05430 Facility Carried
U.S. 270 Feature Intersected
UNNAMED CREEK Division
03 County
133 Location
3.03 E JCT U.S. 377 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
-1 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
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 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
31770 ODOT County
67 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
20ft.X15ft.X84ft. CL RDWY, RCB 45DEG RT FWD SKEW Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:12:25 Longitude
-96:37:30 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31770 Vault Link
http://plansrv1/bridgemaintvault/b31770 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.20694444 Longitude DD
-96.625 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32112 x
-10756245.7979001 y
4192039.75043342 |
|||||||||||||||||||||||||||||||||||||
| 31768 | 1937T2430 X | 31768 | — | CO. RD. E0740 | TURNER TP (I-44) UNDER | 49ft.-117ft.-117ft.-49ft. P.C. BEAM | 2018 | 35.944444 | -96.252605 | 332 | 28.2 | — | 4 | 0 | 2 | 18 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | A | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32110 BRKEY
31768 NBI No.
31768 On Under
1 Structure No.
1937T2430 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0740 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
71.3 NE JCT I-35 Sufficiency
61 Kind Hwy
4 Level Service
1 Route No.
E0740 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.5 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
18 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.9 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
332 Deck Width
28.2 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
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
103 HS Inv. Rating Method
3 HS Inv. Method
79.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
99.9 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31768 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
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
49ft.-117ft.-117ft.-49ft. P.C. BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:56:39.98 Longitude
-96:15:09.38 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
CO. RD. E0740 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71.30 NBI Text
31768 Vault Link
http://plansrv1/bridgemaintvault/b31768 GIS FO/SD
FO H Inv. Method
79.9 Latitude DD
35.944444 Longitude DD
-96.252605 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32110 x
-10714790.9761261 y
4292979.64233455 |
|||||||||||||||||||||||||||||||||||||
| 31767 | 1937T2200 X | 31767 | — | TURNER TP (I-44) | POLECAT CREEK | 65ft.-80ft.-65ft. P.C. BEAM | 2018 | 35.922461 | -96.282992 | 210 | 153 | — | 3 | 0 | 6 | 147.5 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 25900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32109 BRKEY
31767 NBI No.
31767 On Under
1 Structure No.
1937T2200 X Control No.
037 Lane Ind.
Milepoint
22000 Facility Carried
TURNER TP (I-44) Feature Intersected
POLECAT CREEK Division
08 County
037 Location
69.1 NE JCT I-35 Sufficiency
93 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
15.3 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
25900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
147.5 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
153 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
153 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
65.5 HS Inv. Rating Method
3 HS Inv. Method
50.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
41440 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31767 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-80ft.-65ft. P.C. BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:20.86 Longitude
-96:16:58.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69.10 NBI Text
31767 Vault Link
http://plansrv1/bridgemaintvault/b31767 GIS FO/SD
Meets Standards H Inv. Method
50.4 Latitude DD
35.922461 Longitude DD
-96.282992 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32109 x
-10718173.6414928 y
4289957.36373722 |
|||||||||||||||||||||||||||||||||||||
| 31574 | 0522 0237 X | 31574 | — | S.H. 34 | OFLOW N. FORK RED RIVER | 5-100ft. PCB, 40ft. CLR RDY W/ TR-4 | 2024 | 35.15083333 | -99.5025 | 500 | 42.16 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 972 | 2023 | 5 | Unmatched | |
|
Raw data
OBJECTID
32102 BRKEY
31574 NBI No.
31574 On Under
1 Structure No.
0522 0237 X Control No.
022 Lane Ind.
Milepoint
02370 Facility Carried
S.H. 34 Feature Intersected
OFLOW N. FORK RED RIVER Division
05 County
009 Location
2.5 N GREER C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
972 ADT Year
2023 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
500 Deck Width
42.16 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
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.6 HS Inv. Rating Method
3 HS Inv. Method
63.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1339 Future ADT Year
2043 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31574 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. PCB, 40ft. CLR RDY W/ TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:09:03 Longitude
-99:30:09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31574 Vault Link
http://plansrv1/bridgemaintvault/b31574 GIS FO/SD
Meets Standards H Inv. Method
63.5 Latitude DD
35.15083333 Longitude DD
-99.5025 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32102 x
-11076567.6326577 y
4184397.7299935 |
|||||||||||||||||||||||||||||||||||||
| 31573 | 4131 0100 X | 31573 | — | S.H. 105 | HEADQUARTERS CREEK | -1 | 45ft.-55ft.-45ft. ROLLED BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS | 2017 | 35.869444 | -97.000556 | 145.499 | 42.201 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
32101 BRKEY
31573 NBI No.
31573 On Under
1 Structure No.
4131 0100 X Control No.
031 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 105 Feature Intersected
HEADQUARTERS CREEK Division
03 County
081 Location
1.0 MI E. JCT. US 177 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00105 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
145.499 Deck Width
42.201 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
50 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31573 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-55ft.-45ft. ROLLED BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:52:10 Longitude
-97:00:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 105 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31573 Vault Link
http://plansrv1/bridgemaintvault/b31573 GIS FO/SD
Meets Standards H Inv. Method
49 Latitude DD
35.869444 Longitude DD
-97.000556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32101 x
-10798052.5005844 y
4282671.90603758 |
|||||||||||||||||||||||||||||||||||||
| 31478 | 3506 0080 X | 31478 | — | S.H. 7 | PECAN CREEK | 3-10 ft. X 10 ft. X 84.6 ft. CLR. RDWY R.C.BOX SKEWED 30 DEG. RF W/ 4.0 ft. CURTAIN WALLS | 2020 | 34.361111 | -96.622778 | 39.26 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32096 BRKEY
31478 NBI No.
31478 On Under
1 Structure No.
3506 0080 X Control No.
006 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 7 Feature Intersected
PECAN CREEK Division
03 County
069 Location
0.8 MI E OF JCT SH 99 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
39.26 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
138.3 HS Inv. Rating Method
3 HS Inv. Method
106.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2300 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31478 ODOT County
35 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
3-10 ft. X 10 ft. X 84.6 ft. CLR. RDWY R.C.BOX SKEWED 30 DEG. RF W/ 4.0 ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:21:40 Longitude
-96:37:22 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31478 Vault Link
http://plansrv1/bridgemaintvault/b31478 GIS FO/SD
Meets Standards H Inv. Method
106.5 Latitude DD
34.361111 Longitude DD
-96.622778 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32096 x
-10755998.4459915 y
4077394.09194804 |
|||||||||||||||||||||||||||||||||||||
| 31475 | 4206 1442 X | 31475 | — | S.H. 33 | COTTONWOOD CR & R.R. | -1 | (9)100ft.,80ft.,(2)-100ft.,75ft.,130ft.,80ft.,115ft.,100ft.,PCB TYPE IV & J SPANS | 2017 | 35.88 | -97.430278 | 1681.667 | 70 | — | 1 | 0 | 4 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.3 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
32093 BRKEY
31475 NBI No.
31475 On Under
1 Structure No.
4206 1442 X Control No.
006 Lane Ind.
Milepoint
14420 Facility Carried
S.H. 33 Feature Intersected
COTTONWOOD CR & R.R. Division
04 County
083 Location
14.8 E KINGFISHER LINE Sufficiency
44.3 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
5 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
52 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2017 ADT Total
12200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
52 Ref. Underclearance Rt.
H Underclearance Right
16 Underclearance Left
25.7 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1681.667 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
23 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
19520 Future ADT Year
2042 Bypass Detour
45.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31475 ODOT County
42 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
7 Rt. Curb SW
7 Description
(9)100ft.,80ft.,(2)-100ft.,75ft.,130ft.,80ft.,115ft.,100ft.,PCB TYPE IV & J SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9565 Latitude
35:52:48 Longitude
-97:25:49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31475 Vault Link
http://plansrv1/bridgemaintvault/b31475 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.88 Longitude DD
-97.430278 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32093 x
-10845888.9348071 y
4284122.09506796 |
|||||||||||||||||||||||||||||||||||||
| 31765 | 1937T2228 X | 31765 | — | CO. RD. N3870 | TURNER TP (I-44) UNDER | 119ft.-117ft.-117ft.-49ft. P.C. BEAM | 2018 | 35.925064 | -96.279419 | 402 | 28.2 | — | 4 | 0 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | A | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32089 BRKEY
31765 NBI No.
31765 On Under
1 Structure No.
1937T2228 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3870 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
69.3 NE JCT I-35 Sufficiency
79 Kind Hwy
4 Level Service
1 Route No.
N3870 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
14 Underclearance Left
14 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
402 Deck Width
28.2 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
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
99 HS Inv. Rating Method
3 HS Inv. Method
64.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31765 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
119ft.-117ft.-117ft.-49ft. P.C. BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:30.23 Longitude
-96:16:45.91 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
N3870 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69.30 NBI Text
31765 Vault Link
http://plansrv1/bridgemaintvault/b31765 GIS FO/SD
FO H Inv. Method
64.5 Latitude DD
35.925064 Longitude DD
-96.279419 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32089 x
-10717775.8969522 y
4290315.18692002 |
|||||||||||||||||||||||||||||||||||||
| 31764 | 1937T2152 X | 31764 | — | TURNER TP (I-44) | CREEK | 2-10ft. X 10ft. X 265ft. RCB | 2018 | 35.917875 | -96.288983 | 20 | 265 | — | 2 | 0 | 6 | 263 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 25900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32088 BRKEY
31764 NBI No.
31764 On Under
1 Structure No.
1937T2152 X Control No.
037 Lane Ind.
Milepoint
21520 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
68.6 NE JCT I-35 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
12.4 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
25900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
263 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
Appr. Roadway Width
124 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
265 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
9 Structure Rating
7 Deck Geometry
9 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
33.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
41440 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31764 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 265ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:04.35 Longitude
-96:17:20.34 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.62 NBI Text
31764 Vault Link
http://plansrv1/bridgemaintvault/b31764 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.917875 Longitude DD
-96.288983 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32088 x
-10718840.5565622 y
4289326.97474895 |
|||||||||||||||||||||||||||||||||||||
| 31763 | 1937T2628 X | 31763 | — | CO. RD. N3810 | TURNER TP (I-44) UNDER | 49ft 117 ft 117ft 49ft TYPE VI SPANS | 2018 | 35.96370556 | -96.226233 | 332 | 28.2 | — | 4 | 0 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.1 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | A | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32087 BRKEY
31763 NBI No.
31763 On Under
1 Structure No.
1937T2628 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3810 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
73.3 NE JCT I-35 Sufficiency
77.1 Kind Hwy
4 Level Service
1 Route No.
N3810 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
332 Deck Width
28.2 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
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
99 HS Inv. Rating Method
3 HS Inv. Method
64.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31763 ODOT County
19 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
49ft 117 ft 117ft 49ft TYPE VI SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:57:49.34 Longitude
-96:13:34.44 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
N3810 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73.30 NBI Text
31763 Vault Link
http://plansrv1/bridgemaintvault/b31763 GIS FO/SD
FO H Inv. Method
64.5 Latitude DD
35.96370556 Longitude DD
-96.226233 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32087 x
-10711855.2585149 y
4295628.46160315 |
|||||||||||||||||||||||||||||||||||||
| 31762 | 1937T2604 X | 31762 | — | TURNER TP (I-44) | CREEK | 3-12ft. X 11ft. X 293ft. RCB | 2018 | 35.961697 | -96.22925 | 40 | 293 | — | 3 | 0 | 6 | 291 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.5 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 25900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32086 BRKEY
31762 NBI No.
31762 On Under
1 Structure No.
1937T2604 X Control No.
037 Lane Ind.
Milepoint
26040 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
08 County
037 Location
73.1 NE JCT I-35 Sufficiency
75.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
12.3 Bridge System
A Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
25900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
291 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
8 Appr. Roadway Width
123 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
293 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
4 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
36 HS Inv. Rating Method
3 HS Inv. Method
20 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
41440 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31762 ODOT County
19 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
3-12ft. X 11ft. X 293ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:57:42.11 Longitude
-96:13:45.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
73.16 NBI Text
31762 Vault Link
http://plansrv1/bridgemaintvault/b31762 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.961697 Longitude DD
-96.22925 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
32086 x
-10712191.1094186 y
4295352.21744092 |
|||||||||||||||||||||||||||||||||||||
| 31664 | 6504 0749 X | 31664 | — | U.S. 283 | DEAD WARRIOR CREEK | 3-14ft.X11ft.X84ft. RCB SKEW 20 DEG RF | 2020 | 35.715833 | -99.694722 | 42 | 86 | — | 3 | 20 | 2 | 84 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32084 BRKEY
31664 NBI No.
31664 On Under
1 Structure No.
6504 0749 X Control No.
004 Lane Ind.
Milepoint
07490 Facility Carried
U.S. 283 Feature Intersected
DEAD WARRIOR CREEK Division
05 County
129 Location
7.4 N JCT S.H. 47 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84 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
2020 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
84 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
42 Deck Width
86 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
105 HS Inv. Rating Method
3 HS Inv. Method
81 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2900 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31664 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft.X11ft.X84ft. RCB SKEW 20 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:42:57 Longitude
-99:41:41 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31664 Vault Link
http://plansrv1/bridgemaintvault/b31664 GIS FO/SD
Meets Standards H Inv. Method
80.9 Latitude DD
35.715833 Longitude DD
-99.694722 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
32084 x
-11097965.687817 y
4261590.55080919 |
|||||||||||||||||||||||||||||||||||||
| 31663 | 0614 1599 X | 31663 | — | S.H. 8 | SALT CREEK | 3-110ft. P.C. BEAM SPAN 40.0ft. CLR RDWY W/TR4 RAIL | 2020 | 36.01 | -98.316667 | 330 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32083 BRKEY
31663 NBI No.
31663 On Under
1 Structure No.
0614 1599 X Control No.
014 Lane Ind.
Milepoint
15990 Facility Carried
S.H. 8 Feature Intersected
SALT CREEK Division
05 County
011 Location
7.3 S JCT S.H. 51 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
330 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
46.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1800 Future ADT Year
2042 Bypass Detour
14 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
31663 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-110ft. P.C. BEAM SPAN 40.0ft. CLR RDWY W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:00:36 Longitude
-98:19:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31663 Vault Link
http://plansrv1/bridgemaintvault/b31663 GIS FO/SD
Meets Standards H Inv. Method
46.6 Latitude DD
36.01 Longitude DD
-98.316667 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32083 x
-10944561.3069318 y
4301997.44387832 |
|||||||||||||||||||||||||||||||||||||
| 31662 | 0506 0689 X | 31662 | — | I-40 B | ELK CREEK | 35ft.-50ft.-35ft. WEATHERING STEEL BEAM SPAN W/5.5ft. SIDEWALKS | 2021 | 35.411389 | -99.402222 | 120 | 66 | — | 3 | 0 | 4 | 66 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32082 BRKEY
31662 NBI No.
31662 On Under
1 Structure No.
0506 0689 X Control No.
006 Lane Ind.
Milepoint
06890 Facility Carried
I-40 B Feature Intersected
ELK CREEK Division
05 County
009 Location
.15 E JCT S.H. 6 Sufficiency
100 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2021 ADT Total
14100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
66 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
66 Span Type Main
M Material
3 - Steel Design
02 Length
120 Deck Width
66 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
44.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
21200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31662 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5.67 Rt. Curb SW
5.67 Description
35ft.-50ft.-35ft. WEATHERING STEEL BEAM SPAN W/5.5ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:24:41 Longitude
-99:24:08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
Roadway Name
I-40 Bus Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
31662 Vault Link
http://plansrv1/bridgemaintvault/b31662 GIS FO/SD
Meets Standards H Inv. Method
44.6 Latitude DD
35.411389 Longitude DD
-99.402222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
32082 x
-11065404.7367599 y
4219928.75767947 |
|||||||||||||||||||||||||||||||||||||
| 31661 | 6916 1112 X | 31661 | — | S.H. 53 | MUD CREEK | 3-110ft. PCB (30 SKEW ) 40ft. CLR RDWY W/TR-4 | 2020 | 34.347222 | -97.781944 | 330 | 42.2 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | 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 | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32081 BRKEY
31661 NBI No.
31661 On Under
1 Structure No.
6916 1112 X Control No.
016 Lane Ind.
Milepoint
11120 Facility Carried
S.H. 53 Feature Intersected
MUD CREEK Division
07 County
137 Location
11.2 E JCT U.S. 81 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
330 Deck Width
42.2 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
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.9 HS Inv. Rating Method
3 HS Inv. Method
55.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31661 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-110ft. PCB (30 SKEW ) 40ft. CLR RDWY W/TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:20:50 Longitude
-97:46:55 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38 NBI Text
31661 Vault Link
http://plansrv1/bridgemaintvault/b31661 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
34.347222 Longitude DD
-97.781944 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32081 x
-10885036.2148564 y
4075521.29442948 |
|||||||||||||||||||||||||||||||||||||
| 31660 | 6916 1102 X | 31660 | — | S.H. 53 | MUD CREEK O'FLOW | 100ft. PCB 40ft. CLR RDWY, W/TR-4 RAIL | 2020 | 34.347222 | -97.783611 | 100 | 42.2 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
32080 BRKEY
31660 NBI No.
31660 On Under
1 Structure No.
6916 1102 X Control No.
016 Lane Ind.
Milepoint
11020 Facility Carried
S.H. 53 Feature Intersected
MUD CREEK O'FLOW Division
07 County
137 Location
11.1 E OF JCT U.S. 81 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
42.2 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88.8 HS Inv. Rating Method
3 HS Inv. Method
62.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31660 ODOT County
69 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
100ft. PCB 40ft. CLR RDWY, W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:20:50 Longitude
-97:47:01 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37 NBI Text
31660 Vault Link
http://plansrv1/bridgemaintvault/b31660 GIS FO/SD
Meets Standards H Inv. Method
62 Latitude DD
34.347222 Longitude DD
-97.783611 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
32080 x
-10885221.7844475 y
4075521.29442948 |