Share:

GALLEY ROAD over WEST FORK SAND CREEK

Map

Coordinates:
+38.84712, -104.74372
38°50'50" N, 104°44'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GALLEY ROAD over WEST FORK SAND CREEK
Structure number:CSG-K.61-09.61
Location:0.35 MI W OF WOOTEN ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,321 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:44.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$217,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Fair5 out of 101432144.5
May 2014Fair5 out of 101432164.9
June 2012Fair5 out of 101225965.2
June 2010Fair6 out of 101225976.5
March 2008Fair6 out of 101428176.3
April 2006Fair6 out of 101428177.3
May 2004Fair6 out of 101428176.3
April 2002Fair6 out of 101537877.1
June 2000Good7 out of 101537880.2
October 1999Good7 out of 101537876.1
October 1998Good7 out of 101537876.1
November 1996Fair6 out of 101299176.4
July 1994Fair6 out of 101299180.8
October 1992Fair6 out of 101299180.8
July 1990Fair6 out of 10975877.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2600230300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105010500
Steel Protective Coatingsq. ft.105000105