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MADISON ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.66982, -104.94651
39°40'11" N, 104°56'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MADISON ST over EAST HARVARD GULCH
Structure number:D-13-HGE-260
Location:MADISON ST N OF VASSAR AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.1 ft. [5.2 m]
Total length:37.7 ft. [11.5 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]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:400 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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:48.0 tons [43.6 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201491.9Not deficientGoodGoodGood400
December 201291.9Not deficientGoodGoodGood400
December 201091.9Not deficientGoodGoodGood378
September 200891.9Not deficientGoodGoodGood378
January 200791.9Not deficientGoodGoodGood387
September 200491.9Not deficientGoodGoodGood387
November 200290.9Not deficientGoodGoodGood387
July 200090.7Not deficientGoodGoodGood315
December 199990.7Not deficientVery GoodVery GoodGood315
December 199890.7Not deficientVery GoodVery GoodGood315
June 199690.7Not deficientGoodGoodGood224
November 199490.7Not deficientGoodGoodGood224