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MURRAY BOULEVARD over WEST FORK SAND CREEK

Map

Coordinates:
+38.85142, -104.74782
38°51'05" N, 104°44'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MURRAY BOULEVARD over WEST FORK SAND CREEK
Structure number:CSG-K.46-09.92A
Location:.35 S OF PALMER PARK BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.4 ft. [18.1 m]
Total length:66.3 ft. [20.2 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:30°
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]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
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:570 [as of 2013]
Truck traffic:4% 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: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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:45.4 tons [41.3 metric tons]
Inventory rating:27.3 tons [24.8 metric tons]
Sufficiency rating:91.1
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201691.1FairGoodSatisfactoryGood-570
May 201491.1FairGoodSatisfactoryGood-570
June 201289.6GoodGoodGoodGood-15937
June 201089.6GoodGoodGoodGood-15937
March 200889.9GoodGoodGoodGood-12990
April 200689.9GoodGoodGoodGood-12990
May 200489.9GoodGoodGoodGood-12990
April 200290.0GoodVery GoodVery GoodVery Good-16011
June 200089.9GoodGoodVery GoodVery Good-16011
October 199989.9GoodGoodVery GoodVery Good-16011
October 199889.9GoodGoodVery GoodVery Good-16011
November 199688.9GoodVery GoodVery GoodVery Good-15727
July 199489.2GoodVery GoodVery GoodExcellent-15727