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40TH ST over SOUTH BRANCH CHOLLAS CRK

Map 

Coordinates:
+32.69278, -117.10778
32°41'34" N, 117°06'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:40TH ST over SOUTH BRANCH CHOLLAS CRK
Structure number:57C0434
Location:0.2 MI S NATIONAL BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.9 ft. [7.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.8 tons [60.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.6Not deficientSatisfactorySatisfactoryVery Good3900
May 201197.6Not deficientSatisfactoryGoodGood3900
November 200697.9Not deficientSatisfactoryGoodGood1000
July 200397.9Not deficientGoodGoodGood1000
August 200197.9Not deficientGoodGoodGood1000
May 199997.9Not deficientGoodGoodGood1000
November 199697.9Not deficientGoodGoodGood1000
August 199497.9Not deficientGoodVery GoodVery Good1000
June 199297.9Not deficientGoodVery GoodVery Good1000