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ROUTE 40 over DEAN WASH

Map

Coordinates:
+34.88333, -116.98000
34°52'60" N, 116°58'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 40 over DEAN WASH
Structure number:54 0654R
Location:08-SBD-040-R1.60
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.1 ft. [10.4 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1964
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]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2006]
Truck traffic:35% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201693.2GoodGoodGoodGood-19500
October 201495.2GoodVery GoodVery GoodVery Good-19500
October 201295.2GoodGoodGoodGood-19500
October 201095.2GoodGoodGoodGood-19500
October 200896.2GoodGoodGoodGood-19500
October 200697.2GoodGoodGoodGood-8650
November 200497.2GoodGoodGoodGood-8650
December 200299.4FairSatisfactoryGoodGood-6650
March 200196.2FairFairGoodSatisfactory-8750
December 200097.2FairSatisfactoryGoodSatisfactory-8750
October 199997.2FairSatisfactoryGoodSatisfactory-8750
December 199897.2FairSatisfactoryGoodSatisfactory-8750
February 199697.4GoodGoodVery GoodVery Good-8600
October 199397.5GoodGoodVery GoodVery Good-7100
February 199297.5GoodGoodVery GoodVery Good-7100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Pier Walllinear ft.1413100
Reinforced Concrete Abutmentlinear ft.2828000
Steel Pileeach11000
Bridge Rail
Other Material Bridge Raillinear ft.4242000
Deck
Reinforced Concrete Slabsq. ft.267262500
Concrete Protective Coatingsq. ft.250250000