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HANCOCK EXPWY over LOCAL DRAINAGE

Map 

Coordinates:
+38.78878, -104.73333
38°47'20" N, 104°43'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HANCOCK EXPWY over LOCAL DRAINAGE
Structure number:CSG-K.26-05.53
Location:AT INT OF SILVER HAWK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:28.5 ft. [8.7 m]
Total length:28.5 ft. [8.7 m]
Deck width edge-to-edge:490.5 ft. [149.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:2,061 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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 the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:71.6 tons [65.1 metric tons]
Sufficiency rating:84.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201484.8Not deficient---2061
May 201284.4Not deficient---5260
May 201084.4Not deficient---5260
March 200884.4Not deficient---5539
April 200684.4Not deficient---5539
May 200484.4Not deficient---5539
May 200284.2Not deficient---5000