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LAMBERT ROAD over BREA CANYON CHANNEL

Map

Coordinates:
+33.92500, -117.90000
33°55'30" N, 117°54'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAMBERT ROAD over BREA CANYON CHANNEL
Structure number:55C0419
Location:0.1 MI. W/O BREA BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.0 ft. [19.8 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:36°
Owner:City or Municipal Highway Agency [04]
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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:36,000 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:84.8 tons [77.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201592.5FairFairVery GoodGood-36000
November 201390.5PoorPoorVery GoodGoodSD36000
November 201190.5PoorPoorVery GoodGoodSD36000
November 200989.9PoorPoorVery GoodGoodSD42000
October 200789.9PoorPoorVery GoodGoodSD42000
March 200693.0GoodGoodVery GoodGood-42000
May 200393.3GoodGoodVery GoodGood-39000
October 200193.3GoodGoodVery GoodGood-39000
November 199993.8GoodGoodVery GoodGood-34000
August 199594.4GoodGoodVery GoodVery Good-34000
July 199194.4GoodGoodVery GoodVery Good-34000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.238238000
Deck
Reinforced Concrete Decksq. ft.6041991053000
Substructure
Reinforced Concrete Abutmentlinear ft.6259300
Steel Pileeach11000
Joints
Pourable Jointlinear ft.12447311135
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Other Material Bridge Raillinear ft.4438600