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CHARLOTTE PKWY over WEST SAND CREEK TRIB.

Map 

Coordinates:
+38.89831, -104.70854
38°53'54" N, 104°42'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHARLOTTE PKWY over WEST SAND CREEK TRIB.
Structure number:CSG-M.53-13.60
Location:0.35 MI N OF BARNES ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:32.2 ft. [9.8 m]
Deck width edge-to-edge:217.9 ft. [66.4 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:5,733 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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:65.7 tons [59.7 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201484.0Not deficient---5733
April 201084.1Not deficient---5440
April 200684.1Not deficient---5326
April 200281.4Not deficient---3617
May 200084.0Not deficient---3617
October 199984.0Not deficient---3617
October 199884.0Not deficient---3617
November 199694.7Not deficient---435
July 199496.9Not deficient---435
October 199296.9Not deficient---435
July 199096.8Not deficient---883