Share:

CUSTER PLACE over WEIR GULCH

Map 

Coordinates:
+39.70659, -105.04782
39°42'24" N, 105°02'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CUSTER PLACE over WEIR GULCH
Structure number:D-17-WG-030
Location:E OF SHERIDAN AT 500 BLOC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:433 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:29.2 tons [26.5 metric tons]
Inventory rating:17.5 tons [15.9 metric tons]
Sufficiency rating:73.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201573.1Not deficient---433
January 201373.1Not deficient---433
January 201173.1Not deficient---416
September 200873.1Not deficient---416
November 200673.1Not deficient---382
October 200473.1Not deficient---382
September 200272.1Not deficient---382
July 200071.9Not deficient---463
December 199971.9Not deficient---463
December 199871.9Not deficient---463
May 199672.0Not deficient---162
November 199489.5Not deficient---162