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COSTILLA STREET over SHOOKS RUN

Map

Coordinates:
+38.82799, -104.81593
38°49'41" N, 104°48'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COSTILLA STREET over SHOOKS RUN
Structure number:CSG-G.76-08.23
Location:0.2 MI E OF WAHSATCH AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.2 ft. [8.3 m]
Total length:27.2 ft. [8.3 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:205.1 ft. [62.5 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,171 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Poor4 out of 10417171.4
April 2014Poor4 out of 10417156.2
April 2012Poor4 out of 10504856.1
May 2010Poor4 out of 10504856.1
February 2008Poor4 out of 10639055.8
May 2006Poor4 out of 10639055.8
May 2004Poor4 out of 10639053.8
May 2002Poor4 out of 10722054.3
June 2000Poor4 out of 10722053.7
September 1999Fair5 out of 10722070.0
September 1998Fair5 out of 10722070.0
November 1996Poor4 out of 10687153.7
July 1994Poor4 out of 10687154.0
October 1992Poor4 out of 10687154.0
August 1990Poor4 out of 10435260.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2051144600
Bridge Rail
Other Material Bridge Raillinear ft.2102100