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GALLEY ROAD over SAND CREEK

Map 

Coordinates:
+38.84644, -104.72444
38°50'47" N, 104°43'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GALLEY ROAD over SAND CREEK
Structure number:CSG-L.80-09.61
Location:0.25 MI W OF POWERS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.4 ft. [23.3 m]
Total length:156.2 ft. [47.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Skew angle:65°
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:13,929 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.1 tons [60.1 metric tons]
Inventory rating:39.7 tons [36.1 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.0Not deficientGoodSatisfactoryGood13929
June 201096.9Not deficientGoodSatisfactoryGood15285
April 200696.0Not deficientGoodSatisfactoryGood14247
April 200297.1Not deficientVery GoodVery GoodVery Good13622
June 200098.1Not deficientGoodGoodGood13622
October 199998.1Not deficientVery GoodGoodVery Good13622
October 199898.1Not deficientVery GoodGoodVery Good13622
November 199690.7Not deficientVery GoodVery GoodVery Good59241
August 199490.1Not deficientExcellentExcellentExcellent59241