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WOLFF STREET over WEIR GULCH

Map 

Coordinates:
+39.70592, -105.04856
39°42'21" 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-020
Location:E OF SHERIDAN AT 600 BLOC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.8 ft. [4.2 m]
Total length:28.9 ft. [8.8 m]
Deck width edge-to-edge:103.4 ft. [31.5 m]
Skew angle:44°
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: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:49.1 tons [44.6 metric tons]
Inventory rating:29.5 tons [26.8 metric tons]
Sufficiency rating:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201592.6Not deficient---748
January 201392.6Not deficient---748
January 201192.6Not deficient---1004
September 200892.6Not deficient---1004
November 200692.6Not deficient---731
October 200492.6Not deficient---731
September 200292.0Not deficient---731
July 200091.8Not deficient---874
December 199991.8Not deficient---874
December 199891.8Not deficient---874
May 199691.8Not deficient---846
November 199496.9Not deficient---846