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STATE ROUTE 118 over ALISO CREEK CULVERT

Map 

Coordinates:
+34.26833, -118.51833
34°16'06" N, 118°31'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 118 over ALISO CREEK CULVERT
Structure number:53 2634
Location:07-LA-118-R6.38-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:26.9 ft. [8.2 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:155.8 ft. [47.5 m]
Deck width edge-to-edge:173.9 ft. [53.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1980
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:210,000 [as of 2009]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [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:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201480.0Not deficient---210000
May 201282.0Not deficient---210000
October 201085.0Not deficient---210000
May 200885.0Not deficient---210000
June 200685.0Not deficient---210000
December 200485.0Not deficient---210000
January 200385.0Not deficient---175000
February 200185.0Not deficient---157800
December 199885.0Not deficient---157800
January 199770.0Not deficient---140200
January 199570.0Not deficient---140200
January 198970.6Not deficient-Very GoodVery Good158000