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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]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:11,271 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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:83.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.7Not deficient---11271
May 201283.5Not deficient---13251
May 201083.5Not deficient---13251
March 200883.5Not deficient---13314
April 200683.5Not deficient---13314
May 200483.5Not deficient---13314
April 200284.3Not deficient---11576
June 200083.7Not deficient---11576
October 199983.7Not deficient---11576
October 199883.7Not deficient---11576
November 199684.0Not deficient---9194
July 199484.2Not deficient---9194
October 199284.2Not deficient---9194
July 199099.3Not deficient---8774