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EASTMAN AVENUE over GOLDSMITH GULCH

Map 

Coordinates:
+39.65669, -104.90245
39°39'24" N, 104°54'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTMAN AVENUE over GOLDSMITH GULCH
Structure number:D-11-GG-130
Location:JUST W OF TAMARAC DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.5 ft. [3.8 m]
Total length:47.9 ft. [14.6 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:2,389 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:39.9 tons [36.3 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:93.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201493.7Not deficient---2389
December 201293.7Not deficient---2389
December 201096.8Not deficient---2524
September 200896.8Not deficient---2524
January 200796.7Not deficient---3346
September 200496.7Not deficient---3346
October 200292.8Not deficient---3346
July 200092.6Not deficient---3406
December 199992.6Not deficient---3406
December 199892.6Not deficient---3406
May 199692.7Not deficient---2610
November 199496.8Not deficient---2610