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HANCOCK EXPWY over SAND CREEK

Map

Coordinates:
+38.79260, -104.76568
38°47'33" N, 104°45'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANCOCK EXPWY over SAND CREEK
Structure number:CSG-J.57-05.81
Location:0.4 MI W OF ACADEMY BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:15.4 ft. [4.7 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,551 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:30.6 tons [27.8 metric tons]
Sufficiency rating:90.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201690.0Fair6 out of 10-19551
April 201490.0Fair6 out of 10-19551
June 201291.0Fair6 out of 10-15522
June 201091.0Fair6 out of 10-15522
March 200862.2Poor4 out of 10SD15522
April 200662.2Poor4 out of 10SD15522
May 200462.2Poor4 out of 10SD15522
April 200289.0Fair6 out of 10-20826
June 200078.0Fair5 out of 10-20826
October 199987.8Fair6 out of 10-20826
October 199887.8Fair6 out of 10-20826
October 199675.9Fair6 out of 10-9944
July 199476.0Fair6 out of 10-9944
October 199276.0Fair6 out of 10-9944
July 199092.6Fair6 out of 10-5525