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SB MORENA-W8 ONRMP 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:SB MORENA-W8 ONRMP over PEDESTRIAN WALKWAY
Structure number:57 0917K
Location:11-SD-008-R0.35-SD
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.0 ft. [25.0 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance above deck:18.4 ft. [5.6 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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2008]
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:62.4 tons [56.7 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:98.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201498.1Not deficientGoodGoodGood5000
May 201098.1Not deficientGoodGoodGood5000
April 200898.1Not deficientGoodGoodGood5000
January 200797.1Not deficientFairGoodGood5000
June 200498.1Not deficientSatisfactoryGoodGood5000
August 200287.7Functionally obsoleteGoodGoodGood16000
April 200187.7Functionally obsoleteSatisfactoryGoodGood16000
September 200087.7Functionally obsoleteSatisfactoryGoodGood16000
June 199885.5Functionally obsoleteSatisfactoryGoodGood16000
May 199694.0Not deficientVery GoodVery GoodVery Good16000
October 199494.0Not deficientVery GoodVery GoodVery Good16000
September 199294.0Not deficientVery GoodVery GoodVery Good16000
June 199094.0Not deficientVery GoodVery GoodVery Good16000