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W8-NB MORENA OFFRP over PEDESTRIAN WALKWAY

Map 

Coordinates:
+32.76333, -117.19667
32°45'48" N, 117°11'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W8-NB MORENA OFFRP over PEDESTRIAN WALKWAY
Structure number:57 0918K
Location:11-SD-008-R0.38-SD
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.9 ft. [20.1 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:7,100 [as of 2009]
Truck traffic:1% 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:Equal to present minimum criteria [6]
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:71.3 tons [64.8 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:92.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201492.2Not deficientGoodGoodGood7100
April 201292.1Not deficientGoodGoodGood7400
May 201092.1Not deficientGoodGoodGood7400
April 200891.0Not deficientFairGoodGood7400
January 200791.0Not deficientFairGoodGood7400
June 200492.0Not deficientFairGoodGood5000
August 200285.1Functionally obsoleteSatisfactoryGoodGood14000
April 200185.1Functionally obsoleteSatisfactoryGoodGood14000
September 200085.1Functionally obsoleteSatisfactoryGoodGood14000
June 199885.1Functionally obsoleteSatisfactoryGoodGood14000
May 199685.1Functionally obsoleteVery GoodVery GoodVery Good14000
October 199485.1Functionally obsoleteVery GoodVery GoodVery Good14000
September 199285.1Functionally obsoleteVery GoodVery GoodVery Good14000
June 199085.1Functionally obsoleteVery GoodVery GoodVery Good14000