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SH 88- Federal Bvd over SANDERSON GULCH

Map 

Coordinates:
+39.68665, -105.02501
39°41'12" N, 105°01'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 88- Federal Bvd over SANDERSON GULCH
Structure number:F-16-AP
Location:Federal N of Evans Ave
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2011]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:36.0 tons [32.7 metric tons]
Sufficiency rating:91.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$121,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.6Not deficient---29000
April 201291.6Not deficient---29300
July 201091.6Not deficient---29300
April 200876.2Functionally obsolete---29300
June 200676.0Functionally obsolete---33800
June 200475.5Functionally obsolete---41095
April 200073.9Functionally obsolete---34000
April 199873.9Functionally obsolete---34000
February 199678.7Not deficient---36200
April 199479.2Not deficient---31000
June 199282.2Not deficient---31000
April 199082.2Not deficient---31200