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10TH AVENUE over LAKEWOOD GULCH

Map 

Coordinates:
+39.73297, -105.03785
39°43'59" N, 105°02'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10TH AVENUE over LAKEWOOD GULCH
Structure number:D-16-LG-070A
Location:JUST EAST OF PERRY STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:4,755 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:88.4 tons [80.4 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.6Not deficientGoodGoodVery Good4755
January 201396.6Not deficientGoodGoodVery Good4755
January 201196.6Not deficientGoodGoodVery Good4461
September 200896.6Not deficientGoodGoodVery Good4461
November 200697.5Not deficientGoodGoodVery Good4879
September 200474.7Not deficientVery GoodVery GoodExcellent4879
October 200274.3Not deficientGoodGoodVery Good4879
August 200074.0Not deficientVery GoodVery GoodExcellent6258