N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH


+34.26667, -118.44167
34°16'00" N, 118°26'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH
Structure number:53 2329G
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:203.1 ft. [61.9 m]
Total length:1667.1 ft. [508.1 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:40,600 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:87.7 tons [79.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201585.4Not deficientVery GoodVery GoodVery Good40600
February 201385.4Not deficientGoodVery GoodGood40600
February 201185.4Not deficientSatisfactoryVery GoodGood40600
February 200984.3Not deficientFairVery GoodGood40600
March 200785.4Not deficientSatisfactoryVery GoodGood40600
March 200585.4Not deficientSatisfactoryVery GoodGood40600
April 200385.4Not deficientSatisfactoryVery GoodGood40600
March 200285.4Not deficientSatisfactoryVery GoodGood40600
April 199984.3Not deficientFairVery GoodGood40600
20000.0Not applicable---244000
January 199984.3Not deficientFairVery GoodGood40600
October 199784.3Not deficientFairVery GoodGood40600
May 199588.3Not deficientVery GoodVery GoodExcellent35200
April 199388.3Not deficientVery GoodVery GoodExcellent35200
September 199188.3Not deficientVery GoodVery GoodExcellent35200