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SPRINGBROOK DRIVE over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.94278, -117.08417
32°56'34" N, 117°05'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRINGBROOK DRIVE over LOS PENASQUITOS CREEK
Structure number:57C0674
Location:0.2 mile S/O Poway Road
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:2,340 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:99.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.3Not deficientSatisfactoryVery GoodVery Good2340
February 201398.3Not deficientFairSatisfactoryGood2340
December 201099.3Not deficientSatisfactorySatisfactoryGood2340
October 200898.4Not deficientSatisfactorySatisfactoryGood5600
November 200698.4Not deficientSatisfactorySatisfactoryGood5600
December 200398.4Not deficientGoodGoodGood5600
October 200198.4Not deficientGoodGoodGood5600
September 200098.4Not deficientGoodGoodGood5600
March 199998.4Not deficientGoodGoodGood5600