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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 2014 

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: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 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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,152,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201479.1Functionally obsoleteFairFairSatisfactory10727
April 201291.0Functionally obsoleteSatisfactorySatisfactoryGood13280
May 201094.1Not deficientSatisfactorySatisfactoryGood13280
March 200894.3Not deficientSatisfactorySatisfactoryGood12100
April 200694.3Not deficientGoodSatisfactoryGood12100
May 200494.3Not deficientGoodGoodGood12100
April 200291.6Functionally obsoleteGoodGoodGood9373
June 200094.7Not deficientGoodGoodGood9373
October 199994.7Not deficientGoodGoodGood9373
October 199894.7Not deficientGoodGoodGood9373
November 199695.0Not deficientGoodGoodGood6810
July 199495.0Not deficientGoodGoodGood6810
October 199295.0Not deficientGoodGoodGood6810
July 199095.2Not deficientGoodGoodGood5346