Share:

STAGG ST over BULL CREEK

Map

Coordinates:
+34.21333, -118.49667
34°12'48" N, 118°29'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STAGG ST over BULL CREEK
Structure number:53C1762
Location:BALBOA & RUFFNER AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.9 ft. [8.8 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1955
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:71.3 tons [64.8 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:79.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201479.8GoodGoodGoodGood-2000
October 201279.8FairSatisfactoryGoodGood-2000
March 201179.8FairSatisfactoryGoodGood-2000
October 200879.8FairSatisfactoryGoodGood-2000
January 200579.8GoodGoodGoodGood-2000
May 200179.8GoodGoodGoodGood-2000
April 199967.7FairFairFairGood-2000
June 199779.8GoodGoodGoodGood-2000
April 199679.8GoodGoodGoodGood-2000
March 199479.8GoodVery GoodVery GoodGood-2000
March 199279.8GoodVery GoodVery GoodGood-2000
March 199079.8GoodVery GoodVery GoodGood-2000