Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201692.2Not deficientSatisfactoryVery GoodVery Good17895
September 201492.9Not deficientGoodVery GoodVery Good16067
September 201292.9Not deficientGoodVery GoodVery Good16067
September 201092.9Not deficientGoodVery GoodVery Good16067
October 200892.9Not deficientGoodVery GoodVery Good16067
August 200693.4Not deficientGoodVery GoodVery Good14780
July 200593.4Not deficientGoodVery GoodVery Good14780
September 200393.4Not deficientGoodVery GoodVery Good14780
October 200193.4Not deficientGoodVery GoodVery Good14780
June 200093.4Not deficientVery GoodVery GoodVery Good14780