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DEWALD RD over INTERMITTENT STREAM

Map 

Coordinates:
+47.00160, -118.47171
47°00'06" N, 118°28'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEWALD RD over INTERMITTENT STREAM
Structure number:079705000000000
Location:01.75 MI S SR395
Purpose:Carries highway over relief for waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:78.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,125,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201678.4FairSatisfactorySatisfactorySatisfactory-23
November 201478.2FairSatisfactorySatisfactorySatisfactory-23
November 201278.2FairSatisfactorySatisfactorySatisfactory-23
November 201078.2FairSatisfactorySatisfactorySatisfactory-23
November 200878.2FairSatisfactorySatisfactorySatisfactory-23
November 200678.2FairSatisfactorySatisfactorySatisfactory-12
November 200478.2FairSatisfactorySatisfactorySatisfactory-12
March 200378.2FairSatisfactorySatisfactorySatisfactory-26
April 200178.2GoodGoodGoodGood-10
April 199978.2GoodGoodGoodGood-10
June 199778.2GoodGoodGoodGood-10
April 199578.2GoodGoodGoodGood-10
May 199376.5GoodGoodGoodGood-10
October 199176.5GoodGoodGoodGood-10