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HEINEMAN RD over DRY WASH

Map 

Coordinates:
+47.10336, -118.41227
47°06'12" N, 118°24'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HEINEMAN RD over DRY WASH
Structure number:083748000000000
Location:00.20 MI W SR 395
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:71 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
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:73.3 tons [66.6 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.9Not deficientGoodGoodGood71
November 201399.9Not deficientGoodGoodGood71
November 201199.9Not deficientSatisfactorySatisfactorySatisfactory71
November 200999.9Not deficientSatisfactorySatisfactorySatisfactory71
October 200799.9Not deficientSatisfactorySatisfactorySatisfactory92
November 200599.9Not deficientSatisfactorySatisfactorySatisfactory92
December 200399.9Not deficientGoodGoodGood130
November 200199.9Not deficientVery GoodVery GoodGood75
May 199899.9Not deficientVery GoodVery GoodVery Good75
February 199699.9Not deficientVery GoodVery GoodVery Good75
January 199538.3Structurally deficientSatisfactorySatisfactoryPoor75
January 199438.3Structurally deficientSatisfactorySatisfactoryPoor75
February 199238.3Structurally deficientSatisfactorySatisfactoryPoor75