Share:

EAST MEADOW DR over FISHERS CANYON CREEK

Map 

Coordinates:
+38.77268, -104.80036
38°46'22" N, 104°48'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST MEADOW DR over FISHERS CANYON CREEK
Structure number:CSG-H.02-04.56
Location:0.5 MI S CHEYENNE MEADOWS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.4 ft. [5.0 m]
Total length:44.3 ft. [13.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,888 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:47.4 tons [43.1 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:93.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201493.4Not deficient---1888
December 201293.1Not deficient---4860
May 201094.1Not deficient---4860
April 200694.3Not deficient---2759
April 200293.3Not deficient---4151
June 200093.1Not deficient---4151
October 199993.1Not deficient---4151
October 199893.1Not deficient---4151
October 199684.3Not deficient---441
May 199491.7Not deficient---441
October 199291.7Not deficient---441
August 199080.0Not deficient---2515