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S MARION ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.67128, -104.97244
39°40'17" N, 104°58'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S MARION ST over EAST HARVARD GULCH
Structure number:D-13-HGE-060
Location:S MARION ST & HARVARD AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:325 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:51.3 tons [46.6 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201493.9Not deficientGoodGoodGood325
November 201293.9Not deficientGoodGoodGood325
November 201093.9Not deficientGoodGoodVery Good298
September 200893.9Not deficientGoodGoodVery Good298
January 200772.8Not deficientGoodGoodVery Good310
September 200472.8Not deficientGoodGoodVery Good310
October 200272.2Not deficientGoodGoodVery Good310
July 200072.0Not deficientGoodGoodVery Good254
December 199989.5Not deficientGoodGoodVery Good254
December 199889.5Not deficientGoodGoodVery Good254
May 199689.5Not deficientGoodGoodGood291
November 199489.5Not deficientGoodGoodGood291