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JEWELL AVENUE over GOLDSMITH GULCH

Map 

Coordinates:
+39.68208, -104.91332
39°40'55" N, 104°54'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEWELL AVENUE over GOLDSMITH GULCH
Structure number:D-11-GG-070
Location:JEWELL AT MONACO PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:16.1 ft. [4.9 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:3,005 [as of 2013]
Truck traffic:4% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.5 tons [37.7 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:86.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201586.9Not deficient---3005
January 201386.9Not deficient---3005
January 201186.8Not deficient---3483
October 200886.8Not deficient---3483
January 200786.7Not deficient---4086
September 200486.7Not deficient---4086
October 200286.7Not deficient---4086
August 200086.5Not deficient---3561
December 199986.5Not deficient---3561
December 199886.5Not deficient---3561
May 199686.5Not deficient---3488
November 199477.9Not deficient---3488