Share:

ENTR. LEFT over FORT AUBREY DITCH

Map

Coordinates:
+37.96556, -101.68778
37°57'56" N, 101°41'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ENTR. LEFT over FORT AUBREY DITCH
Structure number:999905000380281
Location:3.70 MI E K27, ENTR LT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,690 [as of 2016]
Truck traffic:16% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$21,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 10169082.0
April 2015Good7 out of 10175082.0
April 2013Good7 out of 10175080.8
April 2011Good7 out of 10204080.8
April 2009Good7 out of 10172080.8
April 2007Good7 out of 10183080.8
May 2005Good7 out of 10188080.8
April 2003Good7 out of 101580.5
April 2001Good7 out of 101580.4
April 1999Good7 out of 101580.4
December 1997Good8 out of 101578.9
March 1995Good8 out of 101582.0
December 1993Good8 out of 101583.0
October 1991Good7 out of 101575.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.8681500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8583020