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INTERSTATE 5 over CHOLLAS CREEK

Map 

Coordinates:
+32.69361, -117.12306
32°41'37" N, 117°07'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 5 over CHOLLAS CREEK
Structure number:57 0473
Location:11-SD-005-R12.73-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:88.9 ft. [27.1 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:155.8 ft. [47.5 m]
Deck width edge-to-edge:163.1 ft. [49.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1978
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:164,000 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:76.2 tons [69.3 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.0Not deficientVery GoodGoodVery Good164000
July 201385.0Not deficientGoodSatisfactoryGood164000
August 201185.0Not deficientGoodSatisfactoryGood164000
August 200985.0Not deficientGoodSatisfactoryGood164000
October 200785.0Not deficientGoodGoodGood164000
November 200584.0Not deficientFairGoodGood164000
September 200384.0Not deficientFairGoodGood164000
October 200182.0Structurally deficientPoorGoodGood161000
July 200085.0Not deficientSatisfactoryGoodGood161000
October 199985.0Not deficientSatisfactoryGoodGood161000
August 199587.2Not deficientGoodVery GoodVery Good144000
October 199187.1Not deficientGoodVery GoodVery Good146000