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PEBBLE WAY over DRY CREEK

Map 

Coordinates:
+38.93358, -104.83334
38°56'01" N, 104°50'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEBBLE WAY over DRY CREEK
Structure number:CSG-F.90-15.60
Location:.5 MI N ROCKRIMMON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.6 ft. [14.5 m]
Total length:52.5 ft. [16.0 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:81 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.1 tons [53.7 metric tons]
Inventory rating:36.7 tons [33.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201499.0Not deficientSatisfactoryGoodGood81
March 201298.9Not deficientSatisfactoryGoodGood733
March 201098.9Not deficientGoodGoodGood733
February 200898.9Not deficientGoodGoodGood725
April 200699.9Not deficientGoodGoodGood725
May 200499.9Not deficientGoodGoodVery Good725
April 2002100.0Not deficientGoodVery GoodGood848
May 200098.9Not deficientGoodGoodVery Good848
200098.9Not deficientGoodVery GoodGood848
September 199898.9Not deficientGoodVery GoodGood848
October 199699.9Not deficientGoodVery GoodGood753
June 199499.9Not deficientGoodVery GoodGood753
September 199299.9Not deficientGoodVery GoodGood753
June 199099.9Not deficientGoodVery GoodGood1630