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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 2014 

Status:Open, no restriction [A]
Average daily traffic:14,321 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$217,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201464.9Functionally obsolete---14321
June 201265.2Functionally obsolete---12259
June 201076.5Functionally obsolete---12259
March 200876.3Functionally obsolete---14281
April 200677.3Functionally obsolete---14281
May 200476.3Functionally obsolete---14281
April 200277.1Functionally obsolete---15378
June 200080.2Not deficient---15378
October 199976.1Functionally obsolete---15378
October 199876.1Functionally obsolete---15378
November 199676.4Functionally obsolete---12991
July 199480.8Not deficient---12991
October 199280.8Not deficient---12991
July 199077.1Functionally obsolete---9758