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DIVISION STREET over DRY COULEE

Map 

Coordinates:
+47.13058, -118.38532
47°07'50" N, 118°23'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DIVISION STREET over DRY COULEE
Structure number:085400000000000
Location:0.01 SE ELM AVE
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:846 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:64.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$630,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201464.9Not deficientSatisfactorySatisfactoryFair846
November 201264.9Not deficientSatisfactorySatisfactoryFair846
November 201064.9Not deficientSatisfactorySatisfactoryFair846
December 200864.9Not deficientSatisfactorySatisfactoryFair846
November 200664.9Not deficientSatisfactorySatisfactoryFair846
December 200464.9Not deficientSatisfactorySatisfactoryFair846
March 200372.4Not deficientSatisfactorySatisfactoryFair500
January 200172.4Not deficientSatisfactorySatisfactoryFair500
October 199872.4Not deficientSatisfactorySatisfactoryFair500
September 199683.4Not deficientSatisfactorySatisfactorySatisfactory500
September 199470.5Not deficientSatisfactorySatisfactoryGood500
June 199270.5Not deficientSatisfactorySatisfactoryGood500