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WOLFF STREET over WEIR GULCH

Map 

Coordinates:
+39.70721, -105.04859
39°42'26" N, 105°02'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOLFF STREET over WEIR GULCH
Structure number:D-17-WG-040
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]
Deck width edge-to-edge:76.1 ft. [23.2 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:748 [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: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:47.0 tons [42.7 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201591.3Not deficient---748
January 201391.3Not deficient---748
January 201191.3Not deficient---567
September 200891.3Not deficient---567
November 200691.3Not deficient---737
October 200491.3Not deficient---737
September 200290.9Not deficient---737
July 200090.6Not deficient---831
December 199990.6Not deficient---831
December 199890.6Not deficient---831
May 199690.6Not deficient---661
November 199497.0Not deficient---661