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MARTIN WAY EAST over MC ALLISTER CREEK

Map 

Coordinates:
+47.06484, -122.72403
47°03'53" N, 122°43'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARTIN WAY EAST over MC ALLISTER CREEK
Structure number:086522000000000
Location:.23 m SW of Nisqually Cu
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:45.9 ft. [14.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,895 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:83.2 tons [75.6 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:92.2
Estimated cost of work:$161,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201692.2FairSatisfactoryVery GoodVery Good-17895
September 201492.9GoodGoodVery GoodVery Good-16067
September 201292.9GoodGoodVery GoodVery Good-16067
September 201092.9GoodGoodVery GoodVery Good-16067
October 200892.9GoodGoodVery GoodVery Good-16067
August 200693.4GoodGoodVery GoodVery Good-14780
July 200593.4GoodGoodVery GoodVery Good-14780
September 200393.4GoodGoodVery GoodVery Good-14780
October 200193.4GoodGoodVery GoodVery Good-14780
June 200093.4GoodVery GoodVery GoodVery Good-14780