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QUITMAN ST over WEIR GULCH

Map 

Coordinates:
+39.71869, -105.04087
39°43'07" N, 105°02'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUITMAN ST over WEIR GULCH
Structure number:D-17-WG-090
Location:NORTH OF 1ST AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.3 ft. [6.2 m]
Total length:20.3 ft. [6.2 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:
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]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:328 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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: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:41.0 tons [37.3 metric tons]
Inventory rating:24.5 tons [22.3 metric tons]
Sufficiency rating:86.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201586.5Not deficient---328
January 201386.5Not deficient---328
January 201186.5Not deficient---456
September 200886.5Not deficient---456
November 200686.5Not deficient---475
October 200486.5Not deficient---475
September 200285.7Not deficient---475
July 200085.4Not deficient---484
December 199985.4Not deficient---484
December 199885.4Not deficient---484
May 199685.4Not deficient---343
November 199497.0Not deficient---343