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SHOUP AVE over SANTA SUSANA CREEK

Map 

Coordinates:
+34.25222, -118.61472
34°15'08" N, 118°36'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SHOUP AVE over SANTA SUSANA CREEK
Structure number:53C1327
Location:0.3 M S. VALLEY CIRCLE BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.4 ft. [18.7 m]
Total length:64.3 ft. [19.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Skew angle:67°
Owner:Other Local Agencies [25]
Year built:1967
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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2000]
Truck traffic:2% of total traffic
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.0

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 1998]
Truck traffic:2% of total traffic
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:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$295,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 1988]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:58.4 tons [53.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$118,000