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HOOKER ST over WEIR GULCH

Map 

Coordinates:
+39.71497, -105.04205
39°42'54" N, 105°02'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOOKER ST over WEIR GULCH
Structure number:D-17-WG-180
Location:AT 3RD AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:39.4 ft. [12.0 m]
Deck width edge-to-edge:224.1 ft. [68.3 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1979
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:552 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.2 tons [38.4 metric tons]
Inventory rating:25.3 tons [23.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201563.5Structurally deficient---552
January 201360.5Structurally deficient---552
January 201163.6Structurally deficient---337
September 200863.6Structurally deficient---337
November 200679.5Not deficient---809
October 200479.5Not deficient---809
November 200279.1Not deficient---809
July 200086.7Not deficient---1076
December 199986.7Not deficient---1076
December 199886.7Not deficient---1076
May 199675.8Not deficient---674
November 199485.9Not deficient---674