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MONROE ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.66976, -104.94535
39°40'11" N, 104°56'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MONROE ST over EAST HARVARD GULCH
Structure number:D-13-HGE-270
Location:MONROE ST N OF VASSAR AVE
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:39.0 ft. [11.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:15°
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:560 [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:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.3 tons [40.3 metric tons]
Inventory rating:26.5 tons [24.1 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201489.2Not deficientGoodGoodGood560
December 201289.2Not deficientGoodGoodGood560
December 201089.2Not deficientGoodGoodGood421
September 200889.2Not deficientGoodGoodGood421
January 200789.2Not deficientGoodGoodGood530
September 200489.2Not deficientGoodGoodSatisfactory530
November 200288.5Not deficientGoodGoodSatisfactory530
July 200088.2Not deficientVery GoodVery GoodGood485
December 199988.2Not deficientVery GoodVery GoodGood485
December 199888.2Not deficientVery GoodVery GoodGood485
May 199688.2Not deficientGoodGoodGood554
November 199489.5Not deficientGoodGoodGood554