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GALLEY ROAD over WEST FORK SAND CREEK

Map

Coordinates:
+38.84706, -104.74371
38°50'49" N, 104°44'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201644.5Fair5 out of 10FO14321
May 201464.9Fair5 out of 10FO14321
June 201265.2Fair5 out of 10FO12259
June 201076.5Fair6 out of 10FO12259
March 200876.3Fair6 out of 10FO14281
April 200677.3Fair6 out of 10FO14281
May 200476.3Fair6 out of 10FO14281
April 200277.1Fair6 out of 10FO15378
June 200080.2Good7 out of 10-15378
October 199976.1Good7 out of 10FO15378
October 199876.1Good7 out of 10FO15378
November 199676.4Fair6 out of 10FO12991
July 199480.8Fair6 out of 10-12991
October 199280.8Fair6 out of 10-12991
July 199077.1Fair6 out of 10FO9758