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PIKES PEAK AVE over SPRING CREEK

Map 

Coordinates:
+38.83204, -104.76169
38°49'55" N, 104°45'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PIKES PEAK AVE over SPRING CREEK
Structure number:CSG-K.01-08.58
Location:0.4 MI W OF ACADEMY BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.7 ft. [5.7 m]
Total length:38.4 ft. [11.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:330.1 ft. [100.6 m]
Skew angle:50°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,271 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201694.9Fair6 out of 10FO11271
May 201483.7Good7 out of 10-11271
May 201283.5Good7 out of 10-13251
May 201083.5Good7 out of 10-13251
March 200883.5Good7 out of 10-13314
April 200683.5Good7 out of 10-13314
May 200483.5Good7 out of 10-13314
April 200284.3Fair6 out of 10-11576
June 200083.7Good7 out of 10-11576
October 199983.7Good7 out of 10-11576
October 199883.7Good7 out of 10-11576
November 199684.0Fair6 out of 10-9194
July 199484.2Fair6 out of 10-9194
October 199284.2Fair6 out of 10-9194
July 199099.3Fair6 out of 10-8774