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MISSION BLVD-E BND over CUCAMONGA CREEK CHANNEL

Map

Coordinates:
+34.04614, -117.60004
34°02'46" N, 117°36'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MISSION BLVD-E BND over CUCAMONGA CREEK CHANNEL
Structure number:54C0525R
Location:0.4 MI W ARCHIBALD AVE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.1 ft. [24.1 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,082 [as of 2012]
Truck traffic:13% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$418,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood1108276.7
July 2015GoodVery GoodVery GoodGood1108276.7
July 2013FairSatisfactoryVery GoodGood1108276.7
August 2011FairSatisfactoryVery GoodGood963876.8
September 2009FairSatisfactoryVery GoodGood963879.8
December 2005FairSatisfactoryVery GoodGood908379.9
November 2003FairSatisfactoryVery GoodGood908379.9
November 2001FairSatisfactoryVery GoodGood1000079.8
September 1999FairSatisfactoryVery GoodGood1000079.8
November 1997FairSatisfactoryVery GoodGood1000079.8
November 1995GoodVery GoodVery GoodVery Good1000080.0
November 1993GoodVery GoodVery GoodVery Good1000080.0
November 1991GoodVery GoodVery GoodVery Good1000080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.127127000
Deck
Reinforced Concrete Decksq. ft.250245500
Wearing Surfacessq. ft.250250000
Substructure
Reinforced Concrete Abutmentlinear ft.2321200
Joints
Compression Jointlinear ft.2323000
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Other Material Bridge Raillinear ft.5150100