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PALMER PARK BLVD over SAND CREEK

Map

Coordinates:
+38.85715, -104.72382
38°51'26" N, 104°43'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PALMER PARK BLVD over SAND CREEK
Structure number:CSG-L.80-10.31
Location:0.2 MI W OF POWERS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.5 ft. [10.5 m]
Total length:150.6 ft. [45.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,727 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:59.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,152,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201659.4FairFairFairSatisfactory-10727
April 201479.1FairFairFairSatisfactoryFO10727
April 201291.0FairSatisfactorySatisfactoryGoodFO13280
May 201094.1FairSatisfactorySatisfactoryGood-13280
March 200894.3FairSatisfactorySatisfactoryGood-12100
April 200694.3FairGoodSatisfactoryGood-12100
May 200494.3GoodGoodGoodGood-12100
April 200291.6GoodGoodGoodGoodFO9373
June 200094.7GoodGoodGoodGood-9373
October 199994.7GoodGoodGoodGood-9373
October 199894.7GoodGoodGoodGood-9373
November 199695.0GoodGoodGoodGood-6810
July 199495.0GoodGoodGoodGood-6810
October 199295.0GoodGoodGoodGood-6810
July 199095.2GoodGoodGoodGood-5346