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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26870 | 7002R0523 X | 26870 | — | U.S. 54 | N. FORK FRISCO RIVER | 7002R0523 X | 100ft. PCBEAM SPAN | 1901 | 36.545 | -101.715 | 0 | 0 | — | 1 | 0 | -1 | -1 | NO VALUE GIVEN | -1 | M | _ | Open, no restriction (A) | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
26399 BRKEY
26870 NBI No.
26870 On Under
1 Structure No.
7002R0523 X Control No.
002 Lane Ind.
Milepoint
05230 Facility Carried
U.S. 54 Feature Intersected
N. FORK FRISCO RIVER Division
06 County
139 Location
4NE OF TEXHOMA Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00054 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
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
-1 ADT Year
2005 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
NO VALUE GIVEN Design
-1 Length
0 Deck Width
0 Bridge Open Closed
A TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
-1 HS Inv. Rating Method
2 HS Inv. Method
-1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26870 ODOT County
70 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PCBEAM SPAN Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
7002R0523 X H Index
-1 Latitude
36:32:42 Longitude
-101:42:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 54 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26870 Vault Link
http://plansrv1/bridgemaintvault/b26870 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.545 Longitude DD
-101.715 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26399 x
-11322862.0060378 y
4375874.000772 |
|||||||||||||||||||||||||||||||||||||
| 26869 | 7030 0541 X | 26869 | — | S.H. 95 | BEAVER RIVER | 7030 0541 X | 4-98.4ft. PCB SPANS W/ 39.3ft. CLR.RDY., TR3 TRAFFIC RAILS | 2004 | 36.573225 | -101.7985 | 394.357 | 41.535 | — | 4 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | 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 | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26398 BRKEY
26869 NBI No.
26869 On Under
1 Structure No.
7030 0541 X Control No.
030 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 95 Feature Intersected
BEAVER RIVER Division
06 County
139 Location
5.41N OFJCT S.H. 54 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
2004 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
394.357 Deck Width
41.535 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
107.6 HS Inv. Rating Method
1 HS Inv. Method
48.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
37.899999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26869 ODOT County
70 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
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-98.4ft. PCB SPANS W/ 39.3ft. CLR.RDY., TR3 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7030 0541 X H Index
99.0794 Latitude
36:34:23.61 Longitude
-101:47:54.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 95 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
26869 Vault Link
http://plansrv1/bridgemaintvault/b26869 GIS FO/SD
Meets Standards H Inv. Method
33.4 Latitude DD
36.573225 Longitude DD
-101.7985 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26398 x
-11332157.1835191 y
4379785.63607256 |
|||||||||||||||||||||||||||||||||||||
| 26868 | 7004R1100 X | 26868 | — | U.S. 54 | PONY CREEK | 7004R1100 X | 3-45ft. PCB SPANS | 1901 | 36.78 | -101.33 | 0 | 0 | — | 3 | 0 | -1 | -1 | NO VALUE GIVEN | -1 | M | _ | Open, no restriction (A) | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
26397 BRKEY
26868 NBI No.
26868 On Under
1 Structure No.
7004R1100 X Control No.
004 Lane Ind.
Milepoint
11000 Facility Carried
U.S. 54 Feature Intersected
PONY CREEK Division
06 County
139 Location
2.5NE OF OPTIMA Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00054 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
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
-1 ADT Year
2005 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
NO VALUE GIVEN Design
-1 Length
0 Deck Width
0 Bridge Open Closed
A TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
-1 HS Inv. Rating Method
2 HS Inv. Method
-1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26868 ODOT County
70 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PCB SPANS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
7004R1100 X H Index
-1 Latitude
36:46:48 Longitude
-101:19:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 54 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26868 Vault Link
http://plansrv1/bridgemaintvault/b26868 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.78 Longitude DD
-101.33 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26397 x
-11280004.0020824 y
4408485.82782968 |
|||||||||||||||||||||||||||||||||||||
| 26859 | 5306 0501 X | 26859 | — | U.S. 169 | DOUBLE CREEK | 5306 0501 X | 3-50ft. PC BEAM SPANS | 2002 | 36.66958611 | -95.64695833 | 152.001 | 45 | — | 3 | 0 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26352 BRKEY
26859 NBI No.
26859 On Under
1 Structure No.
5306 0501 X Control No.
006 Lane Ind.
Milepoint
05010 Facility Carried
U.S. 169 Feature Intersected
DOUBLE CREEK Division
08 County
105 Location
1 S. OF NOWATA Sufficiency
83.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.001 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26859 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5306 0501 X H Index
98.7265 Latitude
36:40:10.51 Longitude
-95:38:49.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
26859 Vault Link
http://plansrv1/bridgemaintvault/b26859 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.66958611 Longitude DD
-95.64695833 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26352 x
-10647370.6972211 y
4393150.87851024 |
|||||||||||||||||||||||||||||||||||||
| 26858 | 5306 0430 X | 26858 | — | U.S. 169 | DOUBLE CREEK | 5306 0430 X | 3-50ft. PC BEAM SPANS | 2002 | 36.65911667 | -95.64727778 | 150 | 45 | — | 3 | 45 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26351 BRKEY
26858 NBI No.
26858 On Under
1 Structure No.
5306 0430 X Control No.
006 Lane Ind.
Milepoint
04300 Facility Carried
U.S. 169 Feature Intersected
DOUBLE CREEK Division
08 County
105 Location
4.3 MI.N.ROGERS CO.LINE Sufficiency
82.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
5600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26858 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5306 0430 X H Index
98.477 Latitude
36:39:32.82 Longitude
-95:38:50.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
26858 Vault Link
http://plansrv1/bridgemaintvault/b26858 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.65911667 Longitude DD
-95.64727778 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26351 x
-10647406.2582324 y
4391697.9624436 |
|||||||||||||||||||||||||||||||||||||
| 26857 | 5306 0290 X | 26857 | — | U.S. 169 | DOUBLE CREEK | 5306 0290 X | 3-10ft.X6ft. X84ft.RCB | 2002 | 36.63905278 | -95.65008611 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26350 BRKEY
26857 NBI No.
26857 On Under
1 Structure No.
5306 0290 X Control No.
006 Lane Ind.
Milepoint
02900 Facility Carried
U.S. 169 Feature Intersected
DOUBLE CREEK Division
08 County
105 Location
2.9 MI.N.ROGERS CO.LINE Sufficiency
84.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
1 HS Operating Rating
50.5 HS Inv. Rating Method
1 HS Inv. Method
38.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26857 ODOT County
53 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.X6ft. X84ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5306 0290 X H Index
100 Latitude
36:38:20.59 Longitude
-95:39:00.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26857 Vault Link
http://plansrv1/bridgemaintvault/b26857 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
36.63905278 Longitude DD
-95.65008611 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26350 x
-10647718.880098 y
4388914.11073787 |
|||||||||||||||||||||||||||||||||||||
| 26856 | 6630 0700 X | 26856 | — | S.H. 266 | WILL ROGERS TP I-44 UND | 6630 0700 X | 105ft. 110ft. PC BEAM SPAN | 2003 | 36.24003056 | -95.66486667 | 215 | 55 | — | 2 | 0 | 2 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26349 BRKEY
26856 NBI No.
26856 On Under
1 Structure No.
6630 0700 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 266 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
SH 266/WILL ROGERS TP JCT Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 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
2003 ADT Total
6600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
215 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.5 HS Inv. Rating Method
3 HS Inv. Method
41.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10560 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1609 Max Measured Clearance
1706 Min Measured Clearance
1700 NBI Rating
26856 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft. 110ft. PC BEAM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630 0700 X H Index
99.7957 Latitude
36:14:24.11 Longitude
-95:39:53.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 266 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.32 NBI Text
26856 Vault Link
http://plansrv1/bridgemaintvault/b26856 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
36.24003056 Longitude DD
-95.66486667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26349 x
-10649364.2445108 y
4333699.66990866 |
|||||||||||||||||||||||||||||||||||||
| 26668 | 6810R0201NX | 26668 | — | U.S. 64 | LITTLE SALLISAW CREEK | 6810F0201NX | 56ft.-75ft.-56ft. I BEAM | 1901 | 35.383333 | -94.661667 | 0 | 0 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | @ | 99 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | -1 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
26338 BRKEY
26668 NBI No.
26668 On Under
1 Structure No.
6810R0201NX Control No.
010 Lane Ind.
N Milepoint
02010 Facility Carried
U.S. 64 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2E OF U.S. 59 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00064 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
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2019 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
_ Culv. Rating
N Structure Rating
N Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26668 ODOT County
68 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
56ft.-75ft.-56ft. I BEAM Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
6810F0201NX H Index
65.4271 Latitude
35:23:00 Longitude
-94:39:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26668 Vault Link
http://plansrv1/bridgemaintvault/b26668 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.383333 Longitude DD
-94.661667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26338 x
-10537688.5680824 y
4216097.36156018 |
|||||||||||||||||||||||||||||||||||||
| 26667 | 6810 0201 X | 26667 | — | U.S. 64 | LITTLE SALLISAW CREEK | 6810F0201SX | 60ft.-75ft.-60ft. I BEAM SPANS | 2020 | 35.44930278 | -94.75616111 | 195 | 68.2 | — | 3 | 0 | 3 | 66 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 10310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26337 BRKEY
26667 NBI No.
26667 On Under
1 Structure No.
6810 0201 X Control No.
010 Lane Ind.
S Milepoint
02010 Facility Carried
U.S. 64 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2E OF U.S. 59 Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
66 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
10310 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
3 Fill RCB
Appr. Roadway Width
66 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
195 Deck Width
68.2 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
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
70.2 HS Inv. Rating Method
3 HS Inv. Method
47 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14910 Future ADT Year
2042 Bypass Detour
0.5 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
26667 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-75ft.-60ft. I BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810F0201SX H Index
-1 Latitude
35:26:57.49 Longitude
-94:45:22.18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ 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
10-0201X NBI Text
26667 Vault Link
http://plansrv1/bridgemaintvault/b26667 GIS FO/SD
Meets Standards H Inv. Method
46.9 Latitude DD
35.44930278 Longitude DD
-94.75616111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26337 x
-10548207.6042906 y
4225108.47628541 |
|||||||||||||||||||||||||||||||||||||
| 26666 | 6823R0233 XR | 26666 | — | I-40 RAMP | HOG CREEK | 6823F0233 XR | 40ft.-60ft.-40ft. I BEAM | 1901 | 35.443333 | -94.748333 | 0 | 0 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | @ | 98 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | -1 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
26336 BRKEY
26666 NBI No.
26666 On Under
1 Structure No.
6823R0233 XR Control No.
023 Lane Ind.
Milepoint
02330 Facility Carried
I-40 RAMP Feature Intersected
HOG CREEK Division
01 County
135 Location
2.3 E JCT. U.S. 59 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
-1 ADT Year
2019 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
_ Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26666 ODOT County
68 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I BEAM Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
R Alt. Structure Name
6823F0233 XR H Index
-1 Latitude
35:26:36 Longitude
-94:44:54 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 RAMP Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
26666 Vault Link
http://plansrv1/bridgemaintvault/b26666 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.443333 Longitude DD
-94.748333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26336 x
-10547336.1830715 y
4224292.7329184 |
|||||||||||||||||||||||||||||||||||||
| 26665 | 6823R0284SXR | 26665 | — | I-40 RAMP | LITTLE SALLISAW CREEK | 6823F0284SXR | 66ft.-97ft.-97ft. I BEAM | 1901 | 35.450572 | -94.755803 | 0 | 0 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | @ | 98 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | -1 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
26317 BRKEY
26665 NBI No.
26665 On Under
1 Structure No.
6823R0284SXR Control No.
023 Lane Ind.
S Milepoint
02840 Facility Carried
I-40 RAMP Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.9E JCT. U.S. 59 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
-1 ADT Year
2019 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
_ Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26665 ODOT County
68 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft.-97ft.-97ft. I BEAM Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
R Alt. Structure Name
6823F0284SXR H Index
-1 Latitude
35:27:02.06 Longitude
-94:45:20.89 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 RAMP Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
26665 Vault Link
http://plansrv1/bridgemaintvault/b26665 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.450572 Longitude DD
-94.755803 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26317 x
-10548167.7396677 y
4225281.91724315 |
|||||||||||||||||||||||||||||||||||||
| 26664 | 6823 0284NXR | 26664 | — | I-40 RAMP WB | LITTLE SALLISAW CREEK | 6823F0284NXR | 75ft.-85ft.-82ft. PCB | 2020 | 35.451122 | -94.755194 | 242 | 32 | — | 3 | 45 | 1 | 29 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26316 BRKEY
26664 NBI No.
26664 On Under
1 Structure No.
6823 0284NXR Control No.
023 Lane Ind.
N Milepoint
02840 Facility Carried
I-40 RAMP WB Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.9E JCT. U.S. 59 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
29 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
242 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.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N 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
82.9 HS Inv. Rating Method
3 HS Inv. Method
46.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
_ 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
26664 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-85ft.-82ft. PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
6823F0284NXR H Index
100 Latitude
35:27:04.04 Longitude
-94:45:18.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
23-0284NR NBI Text
26664 Vault Link
http://plansrv1/bridgemaintvault/b26664 GIS FO/SD
Meets Standards H Inv. Method
46.5 Latitude DD
35.451122 Longitude DD
-94.755194 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26316 x
-10548099.9460978 y
4225357.07647874 |
|||||||||||||||||||||||||||||||||||||
| 26663 | 6823 0284SX | 26663 | — | I-40 EB | LITTLE SALLISAW CREEK | 6823F0284SX | 85ft.-105ft.-85ft. PCB SKEWED 45 DEG. | 2020 | 35.450689 | -94.755733 | 277.1 | 53 | — | 3 | 45 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26315 BRKEY
26663 NBI No.
26663 On Under
1 Structure No.
6823 0284SX Control No.
023 Lane Ind.
S Milepoint
02840 Facility Carried
I-40 EB Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.9E JCT. U.S. 59 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
23340 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
277.1 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
78.6 HS Inv. Rating Method
3 HS Inv. Method
43.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
33460 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
26663 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-105ft.-85ft. PCB SKEWED 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823F0284SX H Index
-1 Latitude
35:27:02.48 Longitude
-94:45:20.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0284S NBI Text
26663 Vault Link
http://plansrv1/bridgemaintvault/b26663 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
35.450689 Longitude DD
-94.755733 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26315 x
-10548159.9473034 y
4225297.90561934 |
|||||||||||||||||||||||||||||||||||||
| 26662 | 6823 0284NX | 26662 | — | I-40 WB | LITTLE SALLISAW CREEK | 6823F0284NX | 85ft.-105ft.-85ft. PCB SKEWED 45 DEG. | 2020 | 35.450992 | -94.755369 | 277.1 | 47 | — | 3 | 45 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26314 BRKEY
26662 NBI No.
26662 On Under
1 Structure No.
6823 0284NX Control No.
023 Lane Ind.
N Milepoint
02840 Facility Carried
I-40 WB Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.9E JCT. U.S. 59 Sufficiency
97.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
23340 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
277.1 Deck Width
47 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
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N 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
79.8 HS Inv. Rating Method
3 HS Inv. Method
49.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
33460 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
_ 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
26662 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-105ft.-85ft. PCB SKEWED 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823F0284NX H Index
-1 Latitude
35:27:03.57 Longitude
-94:45:19.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0284N NBI Text
26662 Vault Link
http://plansrv1/bridgemaintvault/b26662 GIS FO/SD
Meets Standards H Inv. Method
49.4 Latitude DD
35.450992 Longitude DD
-94.755369 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26314 x
-10548119.4270087 y
4225339.31152215 |
|||||||||||||||||||||||||||||||||||||
| 26660 | 6823 0269SX | 26660 | — | I-40 EB | U.S. 64 UNDER | 6823F0269SX | 80ft-102ft-80ft STEEL I-BEAM SPANS, SKEW 42 DEG. | 2020 | 35.450453 | -94.758233 | 264.7 | 58.25 | — | 3 | 42 | 3 | 55.25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26312 BRKEY
26660 NBI No.
26660 On Under
1 Structure No.
6823 0269SX Control No.
023 Lane Ind.
S Milepoint
02690 Facility Carried
I-40 EB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
2.7E JCT. U.S. 59 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
55.25 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
23340 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
42 No. Main Spans
3 Road Width
55.25 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
55.25 Span Type Main
M Material
3 - Steel Design
02 Length
264.7 Deck Width
58.25 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
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
50.4 HS Inv. Rating Method
3 HS Inv. Method
38.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
33460 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
26660 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft-102ft-80ft STEEL I-BEAM SPANS, SKEW 42 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823F0269SX H Index
-1 Latitude
35:27:01.63 Longitude
-94:45:29.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
_ Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0269S NBI Text
26660 Vault Link
http://plansrv1/bridgemaintvault/b26660 GIS FO/SD
Meets Standards H Inv. Method
38.8 Latitude DD
35.450453 Longitude DD
-94.758233 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26312 x
-10548438.2460304 y
4225265.65558521 |
|||||||||||||||||||||||||||||||||||||
| 26846 | 3912 0219 X | 26846 | — | S.H. 1 | GAINES CREEK | 3912 0219 X | 104ft.102ft.104ft. PC BEAM | 2000 | 34.81585278 | -95.48093056 | 312.999 | 42.201 | — | 3 | 50 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26303 BRKEY
26846 NBI No.
26846 On Under
1 Structure No.
3912 0219 X Control No.
012 Lane Ind.
Milepoint
02190 Facility Carried
S.H. 1 Feature Intersected
GAINES CREEK Division
02 County
077 Location
2.19 E PITTSBURG C/L Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25.997 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
2000 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
50 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
312.999 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
27.999608 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
26846 ODOT County
39 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
1.099 Rt. Curb SW
1.099 Description
104ft.102ft.104ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3912 0219 X H Index
99.6936 Latitude
34:48:57.07 Longitude
-95:28:51.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
036 NBI Text
26846 Vault Link
http://plansrv1/bridgemaintvault/b26846 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.81585278 Longitude DD
-95.48093056 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26303 x
-10628888.5704071 y
4138884.34589546 |
|||||||||||||||||||||||||||||||||||||
| 26659 | 6823 0269NX | 26659 | — | I-40 WB | U.S. 64 UNDER | 6823F0269NX | 80ft-102ft-80ft STEEL I-BEAM SPANS, SKEW 42 DEG. | 2020 | 35.450717 | -94.758611 | 264.7 | 41 | — | 3 | 42 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26293 BRKEY
26659 NBI No.
26659 On Under
1 Structure No.
6823 0269NX Control No.
023 Lane Ind.
N Milepoint
02690 Facility Carried
I-40 WB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
2.7E JCT. US 59 Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
23340 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
42 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
264.7 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.4 HS Inv. Rating Method
3 HS Inv. Method
38.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
33460 Future ADT Year
2042 Bypass Detour
0.01 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
26659 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft-102ft-80ft STEEL I-BEAM SPANS, SKEW 42 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823F0269NX H Index
-1 Latitude
35:27:02.58 Longitude
-94:45:31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
_ Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0269N NBI Text
26659 Vault Link
http://plansrv1/bridgemaintvault/b26659 GIS FO/SD
Meets Standards H Inv. Method
38.8 Latitude DD
35.450717 Longitude DD
-94.758611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26293 x
-10548480.3247979 y
4225301.73190085 |
|||||||||||||||||||||||||||||||||||||
| 26658 | 4603 0527 X | 26658 | — | U.S. 69 | S.H. 9 UNDER | 4603 0527 X | 125ft. - 125ft. - 90ft. PC BEAM | 2003 | 35.29246389 | -95.592975 | 340 | 113.999 | — | 3 | 0 | 6 | 112.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 13600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26292 BRKEY
26658 NBI No.
26658 On Under
1 Structure No.
4603 0527 X Control No.
003 Lane Ind.
Milepoint
05270 Facility Carried
U.S. 69 Feature Intersected
S.H. 9 UNDER Division
01 County
091 Location
5.3 N PITTSBURG C/L Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
45 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
2003 ADT Total
13600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
112.001 Ref. Underclearance Rt.
H Underclearance Right
49.1 Underclearance Left
30.6 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
340 Deck Width
113.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
133 HS Inv. Rating Method
1 HS Inv. Method
57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21760 Future ADT Year
2042 Bypass Detour
8.699978 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
3402 Max Measured Clearance
3507 Min Measured Clearance
3201 NBI Rating
26658 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
125ft. - 125ft. - 90ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 0527 X H Index
94.837 Latitude
35:17:32.87 Longitude
-95:35:34.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0527 NBI Text
26658 Vault Link
http://plansrv1/bridgemaintvault/b26658 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.29246389 Longitude DD
-95.592975 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26292 x
-10641361.3004141 y
4203697.18887077 |
|||||||||||||||||||||||||||||||||||||
| 26657 | 7283 0900 X | 26657 | — | U.S. 169 | PEARY CREEK | 7283 0900 X | 4-10ft.X6ft.X243ft.RCB BOX | 2003 | 36.13628333 | -95.85962778 | 43.999 | 0 | — | 4 | 0 | 7 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 103800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26291 BRKEY
26657 NBI No.
26657 On Under
1 Structure No.
7283 0900 X Control No.
083 Lane Ind.
Milepoint
09000 Facility Carried
U.S. 169 Feature Intersected
PEARY CREEK Division
08 County
143 Location
.2 S. JCT U.S. 169 / I-44 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2003 ADT Total
103800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
7 Fill RCB
5 Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
43.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 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
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
166080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26657 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X6ft.X243ft.RCB BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0900 X H Index
98.9136 Latitude
36:08:10.62 Longitude
-95:51:34.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26657 Vault Link
http://plansrv1/bridgemaintvault/b26657 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.13628333 Longitude DD
-95.85962778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
26291 x
-10671044.9521023 y
4319389.98794328 |
|||||||||||||||||||||||||||||||||||||
| 26656 | 7278 1060 XR | 26656 | — | I-44 RAMP TO E21ST | MINGO CREEK | 7278 1060 XR | 80ft. X 100ft. X 90ft. PC BM. SPAN | 2003 | 36.13151944 | -95.87042778 | 270 | 40 | — | 3 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26290 BRKEY
26656 NBI No.
26656 On Under
1 Structure No.
7278 1060 XR Control No.
078 Lane Ind.
Milepoint
10600 Facility Carried
I-44 RAMP TO E21ST Feature Intersected
MINGO CREEK Division
08 County
143 Location
2 MI. E. JCT. SH 51 Sufficiency
95.6 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2003 ADT Total
47100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105.2 HS Inv. Rating Method
1 HS Inv. Method
45.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
75360 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26656 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
5 Description
80ft. X 100ft. X 90ft. PC BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7278 1060 XR H Index
98.4779 Latitude
36:07:53.47 Longitude
-95:52:13.54 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 RAMP TO E21ST Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
26656 Vault Link
http://plansrv1/bridgemaintvault/b26656 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
36.13151944 Longitude DD
-95.87042778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
26290 x
-10672247.2026029 y
4318733.36732814 |
|||||||||||||||||||||||||||||||||||||
| 26928 | 0604 0716EX | 26928 | — | U.S. 270 | CREEK | 0604F0716EX | 3-65ft. P/S CONC. BEAM SPANS | 2006 | 35.74294167 | -98.39312778 | 198.501 | 41.503 | — | 3 | 0 | 2 | 39.003 | 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 | 02 - Principal Arterial Other (Rural) | C | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26283 BRKEY
26928 NBI No.
26928 On Under
1 Structure No.
0604 0716EX Control No.
004 Lane Ind.
E Milepoint
07160 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
7.4 MI S JCT S.H. 33 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.003 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
2006 ADT Total
2450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.501 Deck Width
41.503 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26928 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604F0716EX H Index
99.9052 Latitude
35:44:34.59 Longitude
-98:23:35.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
26928 Vault Link
http://plansrv1/bridgemaintvault/b26928 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
35.74294167 Longitude DD
-98.39312778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26283 x
-10953072.8820271 y
4265307.94725635 |
|||||||||||||||||||||||||||||||||||||
| 26927 | 0604 0757EX | 26927 | — | U.S. 270 | CREEK | 0604F0757EX | 3-52ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F. | 2006 | 35.73721389 | -98.39311944 | 162.999 | 41.503 | — | 3 | 45 | 2 | 39.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26282 BRKEY
26927 NBI No.
26927 On Under
1 Structure No.
0604 0757EX Control No.
004 Lane Ind.
E Milepoint
07570 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
7.8 MI S JCT S.H. 33 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.003 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
2006 ADT Total
2450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
39.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.999 Deck Width
41.503 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
3 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26927 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-52ft. P/S CONC. BEAM SPANS, SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604F0757EX H Index
99.2212 Latitude
35:44:13.97 Longitude
-98:23:35.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
26927 Vault Link
http://plansrv1/bridgemaintvault/b26927 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.73721389 Longitude DD
-98.39311944 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26282 x
-10953071.9536225 y
4264522.39461809 |
|||||||||||||||||||||||||||||||||||||
| 26651 | 3404 2371 X | 26651 | — | U.S. 70 | LONG BRANCH CREEK | 3404 2371 X | 1 - 100ft. PC BEAM SPAN | 2001 | 34.172675 | -97.57131111 | 102.001 | 40 | — | 1 | 0 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26267 BRKEY
26651 NBI No.
26651 On Under
1 Structure No.
3404 2371 X Control No.
004 Lane Ind.
Milepoint
23710 Facility Carried
U.S. 70 Feature Intersected
LONG BRANCH CREEK Division
07 County
067 Location
0.5 MI W CARTER C/L Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
26651 ODOT County
34 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
1 - 100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 2371 X H Index
83.243 Latitude
34:10:21.63 Longitude
-97:34:16.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
020 NBI Text
26651 Vault Link
http://plansrv1/bridgemaintvault/b26651 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.172675 Longitude DD
-97.57131111 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26267 x
-10861588.6687973 y
4052011.69324418 |
|||||||||||||||||||||||||||||||||||||
| 26926 | 0604 0998EX | 26926 | — | U.S. 270 | CREEK | 0604F0998EX | 65ft. P/S CONC. BEAM SPAN | 2006 | 35.71380556 | -98.36694722 | 65.6 | 41.503 | — | 1 | 0 | 2 | 39.003 | 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 | 02 - Principal Arterial Other (Rural) | C | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26263 BRKEY
26926 NBI No.
26926 On Under
1 Structure No.
0604 0998EX Control No.
004 Lane Ind.
E Milepoint
09980 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
10.0 MI S JCT S.H. 33 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.003 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
2006 ADT Total
2450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
39.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
65.6 Deck Width
41.503 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26926 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604F0998EX H Index
96.8802 Latitude
35:42:49.7 Longitude
-98:22:01.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
26926 Vault Link
http://plansrv1/bridgemaintvault/b26926 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
35.71380556 Longitude DD
-98.36694722 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26263 x
-10950158.4754192 y
4261312.57995681 |
|||||||||||||||||||||||||||||||||||||
| 26925 | 4008F0503SX | 26925 | — | U.S. 59 | RED BANK CREEK | 4008 0503SX | 30M PCBEAM SPAN | 1901 | 35.22666667 | -94.53166667 | 0 | 0 | — | 1 | 0 | -1 | -1 | NO VALUE GIVEN | -1 | M | _ | @ | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
26262 BRKEY
26925 NBI No.
26925 On Under
1 Structure No.
4008F0503SX Control No.
008 Lane Ind.
S Milepoint
05030 Facility Carried
U.S. 59 Feature Intersected
RED BANK CREEK Division
02 County
079 Location
_ Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00059 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
2010 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
NO VALUE GIVEN Design
-1 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
-1 HS Inv. Rating Method
_ HS Inv. Method
-1 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-2 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26925 ODOT County
40 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
30M PCBEAM SPAN Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0503SX H Index
-1 Latitude
35:13:36 Longitude
-94:31:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
061 NBI Text
26925 Vault Link
http://plansrv1/bridgemaintvault/b26925 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.22666667 Longitude DD
-94.53166667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26262 x
-10523216.9975439 y
4194727.06216702 |
|||||||||||||||||||||||||||||||||||||
| 26924 | 4008F0503NX | 26924 | — | U.S. 59 | RED BANK CREEK | 4008 0503NX | 30M PCBEAM SPAN | 1901 | 35.22666667 | -94.53166667 | 0 | 0 | — | 1 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | @ | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26261 BRKEY
26924 NBI No.
26924 On Under
1 Structure No.
4008F0503NX Control No.
008 Lane Ind.
N Milepoint
05030 Facility Carried
U.S. 59 Feature Intersected
RED BANK CREEK Division
02 County
079 Location
_ Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00059 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
Other or Unknown Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 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
-2 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26924 ODOT County
40 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
30M PCBEAM SPAN Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0503NX H Index
-1 Latitude
35:13:36 Longitude
-94:31:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
060 NBI Text
26924 Vault Link
http://plansrv1/bridgemaintvault/b26924 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.22666667 Longitude DD
-94.53166667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26261 x
-10523216.9975439 y
4194727.06216702 |
|||||||||||||||||||||||||||||||||||||
| 26923 | 4008F0227SX | 26923 | — | U.S. 59 | COAL CREEK | 4008 0227SX | NBI unit | 1901 | 35.22833333 | -94.58333333 | 0 | 0 | — | 3 | 0 | -1 | -1 | NO VALUE GIVEN | -1 | M | _ | @ | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
26260 BRKEY
26923 NBI No.
26923 On Under
1 Structure No.
4008F0227SX Control No.
008 Lane Ind.
S Milepoint
02270 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
02 County
079 Location
_ Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00059 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
2010 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
NO VALUE GIVEN Design
-1 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
-1 HS Inv. Rating Method
_ HS Inv. Method
-1 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-2 Future ADT Year
2030 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26923 ODOT County
40 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
NBI unit Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0227SX H Index
-1 Latitude
35:13:42 Longitude
-94:35:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
059 NBI Text
26923 Vault Link
http://plansrv1/bridgemaintvault/b26923 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.22833333 Longitude DD
-94.58333333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26260 x
-10528968.5038261 y
4194954.18786115 |
|||||||||||||||||||||||||||||||||||||
| 26922 | 4008F0227NX | 26922 | — | U.S. 59 | COAL CREEK | 4008 0227NX | 14M16M14M PCB SPANS | 1901 | 35.22833333 | -94.58333333 | 0 | 0 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | @ | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26259 BRKEY
26922 NBI No.
26922 On Under
1 Structure No.
4008F0227NX Control No.
008 Lane Ind.
N Milepoint
02270 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
02 County
079 Location
_ Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00059 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
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 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
-2 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26922 ODOT County
40 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
14M16M14M PCB SPANS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0227NX H Index
-1 Latitude
35:13:42 Longitude
-94:35:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058 NBI Text
26922 Vault Link
http://plansrv1/bridgemaintvault/b26922 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.22833333 Longitude DD
-94.58333333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26259 x
-10528968.5038261 y
4194954.18786115 |
|||||||||||||||||||||||||||||||||||||
| 26921 | 4008 0775 X | 26921 | — | U.S. 59 | CACHE CREEK | 4008 0775 X | (2) 14.8ft. X 8.2ft. X 177.1ft. RCB | 2011 | 35.29027778 | -94.76055556 | 32.5 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26258 BRKEY
26921 NBI No.
26921 On Under
1 Structure No.
4008 0775 X Control No.
008 Lane Ind.
Milepoint
07750 Facility Carried
U.S. 59 Feature Intersected
CACHE CREEK Division
02 County
079 Location
2.28 N JCT SH-9 Sufficiency
84 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
3800 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
4 Fill RCB
5 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
32.5 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.
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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
3 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
26921 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 14.8ft. X 8.2ft. X 177.1ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0775 X H Index
99.01 Latitude
35:17:25 Longitude
-94:45:38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
065 NBI Text
26921 Vault Link
http://plansrv1/bridgemaintvault/b26921 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.29027778 Longitude DD
-94.76055556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26258 x
-10548696.7922269 y
4203399.03974743 |
|||||||||||||||||||||||||||||||||||||
| 26836 | 2702 0840 X | 26836 | — | U.S. 60 / U.S. 81 | KILLPECKER CREEK | 2702 0840 X | 3-14ft. X 8ft. X 84ft. RDWY R.C. BOX | 2003 | 36.66570556 | -97.81313333 | 44.003 | 83.999 | — | 3 | 0 | 2 | 82.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26257 BRKEY
26836 NBI No.
26836 On Under
1 Structure No.
2702 0840 X Control No.
002 Lane Ind.
Milepoint
08400 Facility Carried
U.S. 60 / U.S. 81 Feature Intersected
KILLPECKER CREEK Division
04 County
053 Location
.5S JCT US 81 Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.5 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
2003 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
82.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.003 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
97.56 HS Inv. Rating Method
3 HS Inv. Method
58.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
22.999943 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
26836 ODOT County
27 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. X 8ft. X 84ft. RDWY R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2702 0840 X H Index
99.3492 Latitude
36:39:56.54 Longitude
-97:48:47.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 & 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
26836 Vault Link
http://plansrv1/bridgemaintvault/b26836 GIS FO/SD
Meets Standards H Inv. Method
58.49 Latitude DD
36.66570556 Longitude DD
-97.81313333 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26257 x
-10888508.1951902 y
4392612.32489376 |
|||||||||||||||||||||||||||||||||||||
| 26920 | 4008 0745EX | 26920 | — | U.S. 59 | CACHE CREEK | 4008 0745EX | 45.9ft. - 52.5ft. - 45.9ft. PC BEAM SK 30° | 2011 | 35.28611111 | -94.76055556 | 146.099 | 40.4 | — | 3 | 30 | 2 | 37.4 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26239 BRKEY
26920 NBI No.
26920 On Under
1 Structure No.
4008 0745EX Control No.
008 Lane Ind.
E Milepoint
07450 Facility Carried
U.S. 59 Feature Intersected
CACHE CREEK Division
02 County
079 Location
1.98 N JCT SH-9 Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.4 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
2011 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
37.4 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
146.099 Deck Width
40.4 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
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 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
3 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
26920 ODOT County
40 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
45.9ft. - 52.5ft. - 45.9ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0745EX H Index
99.992 Latitude
35:17:10 Longitude
-94:45:38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
063 NBI Text
26920 Vault Link
http://plansrv1/bridgemaintvault/b26920 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.28611111 Longitude DD
-94.76055556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26239 x
-10548696.7922269 y
4202830.79740626 |
|||||||||||||||||||||||||||||||||||||
| 26919 | 4008 0745WX | 26919 | — | U.S. 59 | CACHE CREEK | 4008 0745WX | 45.9ft. - 52.5ft. - 45.9ft. PC BEAM SK 30° | 2011 | 35.28611111 | -94.76111111 | 146.099 | 40.4 | — | 3 | 30 | 2 | 37.4 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26238 BRKEY
26919 NBI No.
26919 On Under
1 Structure No.
4008 0745WX Control No.
008 Lane Ind.
W Milepoint
07450 Facility Carried
U.S. 59 Feature Intersected
CACHE CREEK Division
02 County
079 Location
1.98 N JCT SH-9 Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.4 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
2011 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
37.4 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
146.099 Deck Width
40.4 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
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
3 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
26919 ODOT County
40 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
45.9ft. - 52.5ft. - 45.9ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0745WX H Index
100 Latitude
35:17:10 Longitude
-94:45:40 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
26919 Vault Link
http://plansrv1/bridgemaintvault/b26919 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.28611111 Longitude DD
-94.76111111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26238 x
-10548758.63577 y
4202830.79740626 |
|||||||||||||||||||||||||||||||||||||
| 26918 | 4008 0630 X | 26918 | — | U.S. 59 | CREEK | 4008 0630 X | (3) 13.1ft. X 8.2ft. X 211.3ft. RCB SK 30° | 2011 | 35.269506 | -94.760661 | 43.301 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26237 BRKEY
26918 NBI No.
26918 On Under
1 Structure No.
4008 0630 X Control No.
008 Lane Ind.
Milepoint
06300 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
0.83 N JCT SH-9 Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
3800 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
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.301 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
66.3 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
26918 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 13.1ft. X 8.2ft. X 211.3ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0630 X H Index
98.1826 Latitude
35:16:10.22 Longitude
-94:45:38.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
26918 Vault Link
http://plansrv1/bridgemaintvault/b26918 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.269506 Longitude DD
-94.760661 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26237 x
-10548708.529754 y
4200566.51526833 |
|||||||||||||||||||||||||||||||||||||
| 26917 | 6742R1921WX | 26917 | — | U.S. 377 | JUMPER CREEK | 6742F1921WX | 3-60ft. RCB SPANS | 1901 | 34.948139 | -96.680711 | 0 | 0 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | @ | 97 | Not applicable (N) | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | -1 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
26236 BRKEY
26917 NBI No.
26917 On Under
1 Structure No.
6742R1921WX Control No.
042 Lane Ind.
W Milepoint
19210 Facility Carried
U.S. 377 Feature Intersected
JUMPER CREEK Division
03 County
133 Location
_ Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00377 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
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
-1 ADT Year
2018 Design Load
Other or Unknown 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
-1 Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
0 Deck Width
0 Bridge Open Closed
@ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
-1 HS Inv. Rating Method
_ HS Inv. Method
-1 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-2 Future ADT Year
2038 Bypass Detour
0 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26917 ODOT County
67 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. RCB SPANS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
6742F1921WX H Index
-1 Latitude
34:56:53.3 Longitude
-96:40:50.56 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 377 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26917 Vault Link
http://plansrv1/bridgemaintvault/b26917 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.948139 Longitude DD
-96.680711 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26236 x
-10762447.5180516 y
4156835.67279335 |
|||||||||||||||||||||||||||||||||||||
| 26916 | 6742 1176 X | 26916 | — | U.S. 377 | SALT CREEK | 6742F1176 X | 5- 100 ft. TYPE IV PC BM. SPANS X 44.0 ft. CLR. RDWY. & TR-4 TR. RAIL, NO SKEW, W/ FLARE | 2019 | 35.055 | -96.68 | 501.7 | 46.2 | — | 5 | 0 | 2 | 44 | 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) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26235 BRKEY
26916 NBI No.
26916 On Under
1 Structure No.
6742 1176 X Control No.
042 Lane Ind.
Milepoint
11760 Facility Carried
U.S. 377 Feature Intersected
SALT CREEK Division
03 County
133 Location
6.9 MI.S JCT SH 59 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00377 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
02 - Principal Arterial Other (Rural) Year Built
2019 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
501.7 Deck Width
46.2 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
9 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
91.9 HS Inv. Rating Method
3 HS Inv. Method
58 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7000 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26916 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5- 100 ft. TYPE IV PC BM. SPANS X 44.0 ft. CLR. RDWY. & TR-4 TR. RAIL, NO SKEW, W/ FLARE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6742F1176 X H Index
-1 Latitude
35:03:18 Longitude
-96:40:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 377 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
26916 Vault Link
http://plansrv1/bridgemaintvault/b26916 GIS FO/SD
Meets Standards H Inv. Method
57.9 Latitude DD
35.055 Longitude DD
-96.68 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26235 x
-10762368.3698937 y
4171357.93856943 |
|||||||||||||||||||||||||||||||||||||
| 26915 | 6203 0200 X | 26915 | — | S.H. 1 | S.H. 99 UNDER | 6203 0200 X | 2-136ft.BT-72 PCB | 2001 | 34.78925833 | -96.69365 | 272.001 | 58.999 | — | 2 | 10 | 2 | 53.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Good (7) | Satisfactory (6) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 12600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26234 BRKEY
26915 NBI No.
26915 On Under
1 Structure No.
6203 0200 X Control No.
003 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 1 Feature Intersected
S.H. 99 UNDER Division
03 County
123 Location
JCT. OF S.H. 99 & S.H. 1 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.401 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
2001 ADT Total
12600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
10 No. Main Spans
2 Road Width
53.999 Ref. Underclearance Rt.
H Underclearance Right
42.999 Underclearance Left
50 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
272.001 Deck Width
58.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64.7 HS Inv. Rating Method
3 HS Inv. Method
48.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
20160 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1710 Min Measured Clearance
1707 NBI Rating
26915 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-136ft.BT-72 PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6203 0200 X H Index
98.8525 Latitude
34:47:21.33 Longitude
-96:41:37.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 1 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26915 NBI Text
26915 Vault Link
http://plansrv1/bridgemaintvault/b26915 GIS FO/SD
Meets Standards H Inv. Method
48.1 Latitude DD
34.78925833 Longitude DD
-96.69365 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
26234 x
-10763887.880943 y
4135278.94454901 |
|||||||||||||||||||||||||||||||||||||
| 26830 | 5408 0166 X | 26830 | — | S.H. 27 | WINDY CREEK | 5408 0166 X | 1-91ft. P.C. BEAM 39.0ft. RDWY | 2004 | 35.31394444 | -96.28243056 | 95 | 39.37 | — | 1 | 0 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | 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 | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26233 BRKEY
26830 NBI No.
26830 On Under
1 Structure No.
5408 0166 X Control No.
008 Lane Ind.
Milepoint
01660 Facility Carried
S.H. 27 Feature Intersected
WINDY CREEK Division
03 County
107 Location
1.7 MI N HUGHES CO Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00027 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 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
2004 ADT Total
850 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
95 Deck Width
39.37 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1360 Future ADT Year
2042 Bypass Detour
29.199999 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
26830 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
1 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-91ft. P.C. BEAM 39.0ft. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5408 0166 X H Index
99.8236 Latitude
35:18:50.2 Longitude
-96:16:56.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 27 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
26830 Vault Link
http://plansrv1/bridgemaintvault/b26830 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.31394444 Longitude DD
-96.28243056 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26233 x
-10718111.1422779 y
4206627.2078214 |
|||||||||||||||||||||||||||||||||||||
| 26639 | 4106 0372 X | 26639 | — | S.H. 66 | CAPTAIN CREEK | 4106 0372 X | 80ft.X100ft.X80ft. PC BEAM | 2001 | 35.68098889 | -97.08008333 | 262.001 | 42.159 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26219 BRKEY
26639 NBI No.
26639 On Under
1 Structure No.
4106 0372 X Control No.
006 Lane Ind.
Milepoint
03720 Facility Carried
S.H. 66 Feature Intersected
CAPTAIN CREEK Division
03 County
081 Location
3.7E OF OKLAHOMA CL Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2001 ADT Total
2900 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
262.001 Deck Width
42.159 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
3.7 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
26639 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
80ft.X100ft.X80ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4106 0372 X H Index
97.8854 Latitude
35:40:51.56 Longitude
-97:04:48.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
26639 Vault Link
http://plansrv1/bridgemaintvault/b26639 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.68098889 Longitude DD
-97.08008333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26219 x
-10806905.4424642 y
4256814.25468082 |
|||||||||||||||||||||||||||||||||||||
| 26638 | 4418 0703 X | 26638 | — | S.H. 39 | BEAVER CREEK | 4418 0703 X | 3X12ft.X12ft.X102ft. R.C.B | 2002 | 34.99866944 | -97.37299444 | 306.001 | 41.001 | — | 3 | 0 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | 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 | 14 - Other Principal Arterial (Urban) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26218 BRKEY
26638 NBI No.
26638 On Under
1 Structure No.
4418 0703 X Control No.
018 Lane Ind.
Milepoint
07030 Facility Carried
S.H. 39 Feature Intersected
BEAVER CREEK Division
03 County
087 Location
.4W OF JCT. U.S. 77 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2002 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
41.001 Span Type Main
M Material
1 - Concrete Design
19 Length
306.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
2.4 School Bus Rte.
0 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
26638 ODOT County
44 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
3X12ft.X12ft.X102ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4418 0703 X H Index
100 Latitude
34:59:55.21 Longitude
-97:22:22.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26638 Vault Link
http://plansrv1/bridgemaintvault/b26638 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.99866944 Longitude DD
-97.37299444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26218 x
-10839512.1580771 y
4163700.32774518 |
|||||||||||||||||||||||||||||||||||||
| 26637 | 6123 0968 X | 26637 | — | S.H. 63 | TI CREEK | 6123 0968 X | 90ft. PC BEAM | 2003 | 34.762258 | -95.750167 | 91.001 | 34.199 | — | 1 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | 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 | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26217 BRKEY
26637 NBI No.
26637 On Under
1 Structure No.
6123 0968 X Control No.
023 Lane Ind.
Milepoint
09680 Facility Carried
S.H. 63 Feature Intersected
TI CREEK Division
02 County
121 Location
9.9 E JCT US 69 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2003 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
91.001 Deck Width
34.199 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.8 HS Inv. Rating Method
1 HS Inv. Method
46.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
32 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26637 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 0968 X H Index
100 Latitude
34:45:44.13 Longitude
-95:45:00.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
085 NBI Text
26637 Vault Link
http://plansrv1/bridgemaintvault/b26637 GIS FO/SD
Meets Standards H Inv. Method
32.9 Latitude DD
34.762258 Longitude DD
-95.750167 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26217 x
-10658859.8338109 y
4131619.70736609 |
|||||||||||||||||||||||||||||||||||||
| 26636 | 6123 1388 X | 26636 | — | S.H. 63 | GARDNER CREEK | 6123 1388 X | 115.7ft. PC BEAM | 2003 | 34.790711 | -95.689522 | 115.699 | 34.16 | — | 1 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | 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 | 280 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26216 BRKEY
26636 NBI No.
26636 On Under
1 Structure No.
6123 1388 X Control No.
023 Lane Ind.
Milepoint
13880 Facility Carried
S.H. 63 Feature Intersected
GARDNER CREEK Division
02 County
121 Location
14.0 E JCT US 69 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2003 ADT Total
280 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
115.699 Deck Width
34.16 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
41.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
448 Future ADT Year
2042 Bypass Detour
31.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26636 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
115.7ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 1388 X H Index
100 Latitude
34:47:26.56 Longitude
-95:41:22.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
086 NBI Text
26636 Vault Link
http://plansrv1/bridgemaintvault/b26636 GIS FO/SD
Meets Standards H Inv. Method
41.1 Latitude DD
34.790711 Longitude DD
-95.689522 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26216 x
-10652108.8632917 y
4135475.85254285 |
|||||||||||||||||||||||||||||||||||||
| 25715 | 4906 0422 X | 25715 | — | S.H. 20 | SEMINOLE CREEK | 4906 0422 X | 60ft.-80ft.-60ft.X(84ft. CLR | 1998 | 36.30731667 | -95.36009722 | 200.131 | 83.999 | — | 3 | 0 | 4 | 82.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26214 BRKEY
25715 NBI No.
25715 On Under
1 Structure No.
4906 0422 X Control No.
006 Lane Ind.
Milepoint
04220 Facility Carried
S.H. 20 Feature Intersected
SEMINOLE CREEK Division
08 County
097 Location
4.1 MI E ROGERS CO Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.021 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
83.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25715 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-80ft.-60ft.X(84ft. CLR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0422 X H Index
99.2853 Latitude
36:18:26.34 Longitude
-95:21:36.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
25715 NBI Text
25715 Vault Link
http://plansrv1/bridgemaintvault/b25715 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.30731667 Longitude DD
-95.36009722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26214 x
-10615437.4645275 y
4342990.48407897 |
|||||||||||||||||||||||||||||||||||||
| 25524 | 7280 0460NX | 25524 | — | U.S. 64 / S.H. 51 | IRVINGTON AVE UNDER | 7280 0460NX | 31ft.,51ft.,31ft.WLD PLT G | 1996 | 36.11585 | -95.91260556 | 112 | 60 | — | 3 | 0 | 3 | 57 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 47100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26202 BRKEY
25524 NBI No.
25524 On Under
1 Structure No.
7280 0460NX Control No.
080 Lane Ind.
N Milepoint
04600 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
IRVINGTON AVE UNDER Division
08 County
143 Location
2.3 MI SE 21 ST Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57 Bridge System
C 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
1996 ADT Total
47100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
57 Ref. Underclearance Rt.
H Underclearance Right
5.899 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
57 Span Type Main
M Material
3 - Steel Design
02 Length
112 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
44.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
75360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1310 Max Measured Clearance
1408 Min Measured Clearance
1403 NBI Rating
25524 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.,51ft.,31ft.WLD PLT G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0460NX H Index
98.0353 Latitude
36:06:57.06 Longitude
-95:54:45.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25524 Vault Link
http://plansrv1/bridgemaintvault/b25524 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
36.11585 Longitude DD
-95.91260556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
26202 x
-10676942.4115953 y
4316573.88459186 |
|||||||||||||||||||||||||||||||||||||
| 25523 | 7280 0460SX | 25523 | — | U.S. 64 / S.H. 51 | IRVINGTON AVE UNDER | 7280 0460SX | 31ft.,48ft.,31ft.WLD PLTGR | 1996 | 36.11523333 | -95.91295278 | 115.91 | 66 | — | 3 | 0 | 3 | 63 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 40250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26201 BRKEY
25523 NBI No.
25523 On Under
1 Structure No.
7280 0460SX Control No.
080 Lane Ind.
S Milepoint
04600 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
IRVINGTON AVE UNDER Division
08 County
143 Location
2.3 MI SE 21 ST Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
63 Bridge System
C 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
1996 ADT Total
40250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
63 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
63 Span Type Main
M Material
3 - Steel Design
02 Length
115.91 Deck Width
66 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
64400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1310 Max Measured Clearance
1500 Min Measured Clearance
1402 NBI Rating
25523 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.,48ft.,31ft.WLD PLTGR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0460SX H Index
96.7782 Latitude
36:06:54.84 Longitude
-95:54:46.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25523 Vault Link
http://plansrv1/bridgemaintvault/b25523 GIS FO/SD
Meets Standards H Inv. Method
31.6 Latitude DD
36.11523333 Longitude DD
-95.91295278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
26201 x
-10676981.0639489 y
4316488.90707479 |
|||||||||||||||||||||||||||||||||||||
| 25521 | 1037 0565SX | 25521 | — | U.S. 70 | ANADARCHE CREEK | 1037 0565SX | (3) 40ft. PC BEAM SPANS | 2000 | 34.12297222 | -97.06026111 | 120.079 | 42.999 | — | 3 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26199 BRKEY
25521 NBI No.
25521 On Under
1 Structure No.
1037 0565SX Control No.
037 Lane Ind.
S Milepoint
05650 Facility Carried
U.S. 70 Feature Intersected
ANADARCHE CREEK Division
07 County
019 Location
5.6 MI E JCT I-35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.37 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
2000 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.124274 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
25521 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0565SX H Index
87.911 Latitude
34:07:22.7 Longitude
-97:03:36.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
081-S NBI Text
25521 Vault Link
http://plansrv1/bridgemaintvault/b25521 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.12297222 Longitude DD
-97.06026111 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26199 x
-10804698.8430274 y
4045326.16719254 |
|||||||||||||||||||||||||||||||||||||
| 25520 | 1037 0306SX | 25520 | — | U.S. 70 | CREEK | 1037 0306SX | (3) 30ft. CONCRETE SLAB SPANS | 2000 | 34.13466389 | -97.10326944 | 89.895 | 45.699 | — | 3 | 0 | 2 | 42.651 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26198 BRKEY
25520 NBI No.
25520 On Under
1 Structure No.
1037 0306SX Control No.
037 Lane Ind.
S Milepoint
03060 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
3.0 MI E JCT I-35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.651 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
2000 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
1 - Concrete Design
01 Length
89.895 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
135 HS Inv. Rating Method
1 HS Inv. Method
81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0.124274 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
25520 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 30ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0306SX H Index
97.9269 Latitude
34:08:04.79 Longitude
-97:06:11.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
079-S NBI Text
25520 Vault Link
http://plansrv1/bridgemaintvault/b25520 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
34.13466389 Longitude DD
-97.10326944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26198 x
-10809486.5084228 y
4046898.46117659 |
|||||||||||||||||||||||||||||||||||||
| 25812 | 4726 1627 X | 25812 | — | U.S. 412 | CHEYENNE CREEK | 4726 1627SX | 3-50ft. PC BM. SPANS | 2000 | 36.36175 | -98.62006944 | 152.034 | 45.997 | — | 3 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26197 BRKEY
25812 NBI No.
25812 On Under
1 Structure No.
4726 1627 X Control No.
026 Lane Ind.
Milepoint
16270 Facility Carried
U.S. 412 Feature Intersected
CHEYENNE CREEK Division
06 County
093 Location
8.1 MI W JCT US 60 Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.651 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
2000 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.034 Deck Width
45.997 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
n Min Measured Clearance
N NBI Rating
25812 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 1627SX H Index
91.5199 Latitude
36:21:42.3 Longitude
-98:37:12.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
25812 Vault Link
http://plansrv1/bridgemaintvault/b25812 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.36175 Longitude DD
-98.62006944 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26197 x
-10978335.9120581 y
4350512.46372352 |
|||||||||||||||||||||||||||||||||||||
| 25811 | 4726 2375 X | 25811 | — | U.S. 412 | COTTONWOOD CREEK | 4726 2375NX | 60-70-60 PC BEAM | 2001 | 36.36219444 | -98.48671667 | 190 | 46.325 | — | 3 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26196 BRKEY
25811 NBI No.
25811 On Under
1 Structure No.
4726 2375 X Control No.
026 Lane Ind.
Milepoint
23750 Facility Carried
U.S. 412 Feature Intersected
COTTONWOOD CREEK Division
06 County
093 Location
0.7 MI W JCT US 60 Sufficiency
86.2 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.651 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
2001 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190 Deck Width
46.325 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25811 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
60-70-60 PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 2375NX H Index
91.3156 Latitude
36:21:43.9 Longitude
-98:29:12.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25811 Vault Link
http://plansrv1/bridgemaintvault/b25811 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.36219444 Longitude DD
-98.48671667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26196 x
-10963491.1496058 y
4350573.90120496 |
|||||||||||||||||||||||||||||||||||||
| 25810 | 4726 0590 X | 25810 | — | U.S. 412 | GRIEVER CREEK | 4726 0590 X | 3-100ft. PC BEAM SPANS | 2000 | 36.41280833 | -98.78461111 | 301.66 | 46.227 | — | 5 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26195 BRKEY
25810 NBI No.
25810 On Under
1 Structure No.
4726 0590 X Control No.
026 Lane Ind.
Milepoint
05900 Facility Carried
U.S. 412 Feature Intersected
GRIEVER CREEK Division
06 County
093 Location
6.0 MI E JCT US 281 Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.651 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
2000 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.66 Deck Width
46.227 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 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
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25810 ODOT County
47 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 0590 X H Index
99.8268 Latitude
36:24:46.11 Longitude
-98:47:04.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25810 Vault Link
http://plansrv1/bridgemaintvault/b25810 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.41280833 Longitude DD
-98.78461111 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26195 x
-10996652.6069767 y
4357572.84564487 |
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| 25809 | 4726 0567 X | 25809 | — | U.S. 412 | GRIEVER CREEK | 4726 0567 X | 110ft. PC BEAM SPAN | 2000 | 36.41268056 | -98.78859722 | 110.03 | 46.194 | — | 1 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26194 BRKEY
25809 NBI No.
25809 On Under
1 Structure No.
4726 0567 X Control No.
026 Lane Ind.
Milepoint
05670 Facility Carried
U.S. 412 Feature Intersected
GRIEVER CREEK Division
06 County
093 Location
5.7 MI E JCT US 281 Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.651 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
2000 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
42.651 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
110.03 Deck Width
46.194 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
n Min Measured Clearance
N NBI Rating
25809 ODOT County
47 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
110ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 0567 X H Index
86.2635 Latitude
36:24:45.65 Longitude
-98:47:18.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25809 Vault Link
http://plansrv1/bridgemaintvault/b25809 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.41268056 Longitude DD
-98.78859722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26194 x
-10997096.3387122 y
4357555.17172985 |