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INTERSTATE 10 WB over FORNAT WASH

Map

Coordinates:
+33.92500, -116.73667
33°55'30" N, 116°44'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 10 WB over FORNAT WASH
Structure number:56 0166L
Location:08-RIV-010-R21.67
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:19.0 ft. [5.8 m]
Total length:56.8 ft. [17.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45,500 [as of 2012]
Truck traffic:19% 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 minimum criteria [6]
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:60.3 tons [54.8 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:93.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201493.7GoodGoodGoodGood-45500
November 201293.7FairGoodGoodSatisfactory-45500
December 201096.4FairGoodGoodSatisfactory-38500
December 200896.4FairGoodGoodSatisfactory-38500
October 200696.4GoodGoodGoodGood-38500
December 200496.4GoodGoodGoodGood-38500
December 200296.4FairSatisfactoryGoodGood-38500
May 200192.5FairFairSatisfactoryGood-36900
February 200194.5FairSatisfactorySatisfactoryGood-36900
October 199994.5FairSatisfactorySatisfactoryGood-36900
February 199595.6GoodGoodVery GoodVery Good-31550
March 199395.6GoodGoodVery GoodVery Good-32250
August 199195.6GoodGoodVery GoodVery Good-32250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach128400
Reinforced Concrete Abutmentlinear ft.49232600
Steel Pileeach11000
Reinforced Concrete Pier Caplinear ft.4747000
Joints
Pourable Jointlinear ft.4040000
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Other Material Bridge Raillinear ft.37271000
Deck
Reinforced Concrete Slabsq. ft.36516320200
Concrete Protective Coatingsq. ft.365365000