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FREMONT AVE N over SHIP CANAL

Map 

Coordinates:
+47.64721, -122.34974
47°38'50" N, 122°20'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FREMONT AVE N over SHIP CANAL
Structure number:085283000000000
Location:3000 FREMONT AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:242.1 ft. [73.8 m]
Total length:316.9 ft. [96.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1917
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:28,129 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$51,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201557.2Functionally obsoleteGoodSatisfactoryGood28129
August 201354.4Functionally obsoleteGoodSatisfactoryGood40375
August 201254.4Functionally obsoleteGoodSatisfactoryGood40375
March 201154.4Functionally obsoleteGoodSatisfactoryGood40375
September 201054.4Functionally obsoleteGoodSatisfactoryGood40375
July 200954.4Functionally obsoleteGoodSatisfactoryGood40375
May 200855.1Functionally obsoleteGoodSatisfactoryGood37300
May 200655.1Functionally obsoleteGoodSatisfactoryGood37300
April 200555.1Functionally obsoleteGoodSatisfactoryGood37300
October 200255.9Functionally obsoleteVery GoodSatisfactoryGood33800
May 200056.0Functionally obsoleteGoodSatisfactoryGood33100
October 199956.0Functionally obsoleteGoodSatisfactoryVery Good33100
October 199756.0Functionally obsoleteGoodSatisfactoryVery Good33100
July 199457.2Functionally obsoleteGoodVery GoodVery Good33100
August 199257.5Functionally obsoleteGoodVery GoodVery Good31500
August 199157.5Functionally obsoleteGoodVery GoodVery Good31500