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STAGG ST over BULL CREEK

Map

Coordinates:
+34.21333, -118.49667
34°12'48" N, 118°29'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.118300
Reinforced Concrete Abutmentlinear ft.2121000
Reinforced Concrete Pileeach11000
Bridge Rail
Other Material Bridge Raillinear ft.3729800
Deck
Reinforced Concrete Slabsq. ft.1441341000
Wearing Surfacessq. ft.70700