Share:

PARTHENIA ST over SANTA SUSANA CREEK

Map 

Coordinates:
+34.22833, -118.59333
34°13'42" N, 118°35'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARTHENIA ST over SANTA SUSANA CREEK
Structure number:53C1277
Location:0.2 MI E/O CANOGA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.0 ft. [11.9 m]
Total length:43.0 ft. [13.1 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,727 [as of 2010]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:73.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201573.4Not deficient---8727
November 201373.4Not deficient---8727
November 201181.0Not deficient---8727
February 201096.2Not deficient---8500
November 200796.2Not deficient---8500
May 200495.2Not deficient---8500
December 200094.2Not deficient---19400
October 199894.2Not deficient---19400
December 199694.2Not deficient---19400
January 199694.2Not deficientGood-Good19400
November 199394.5Not deficient---19400
November 199194.5Not deficient---19400