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MESMER AVE over CENTINELA CREEK

Map 

Coordinates:
+33.98750, -118.40278
33°59'15" N, 118°24'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MESMER AVE over CENTINELA CREEK
Structure number:53C1253
Location:AT BEATRICE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:236.2 ft. [72.0 m]
Total length:236.2 ft. [72.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Skew angle:65°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201596.7Not deficientVery GoodGoodGood3000
August 201396.7Not deficientGoodSatisfactoryGood3000
August 201196.7Not deficientGoodSatisfactoryGood3000
December 200996.7Not deficientGoodSatisfactoryGood3000
August 200795.7Not deficientGoodSatisfactoryGood3000
September 200695.7Not deficientGoodGoodGood3000
January 200695.7Not deficientGoodGoodGood3000
November 200480.3Not deficientGoodGoodGood3000
November 200079.6Not deficientGoodGoodGood8700
October 199879.6Not deficientGoodGoodGood8700
November 199679.6Not deficientGoodGoodGood8700
June 199579.6Not deficientGoodGoodGood8700
March 199379.6Not deficientVery GoodVery GoodVery Good8700
March 199195.3Not deficientVery GoodVery GoodVery Good8700