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SR722 CARROLL SUMM over EASTGATE WASH

Map

Coordinates:
+39.30550, -117.87976
39°18'20" N, 117°52'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR722 CARROLL SUMM over EASTGATE WASH
Structure number:B 105
Location:EAST OF MIDDLE GATE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:97.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$238,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory4097.9
March 2015FairSatisfactoryGoodSatisfactory4094.9
March 2013FairSatisfactoryGoodSatisfactory3096.0
March 2011FairSatisfactoryGoodSatisfactory3094.7
March 2009FairSatisfactoryGoodGood3094.7
April 2007FairSatisfactoryGoodGood3093.7
April 2005FairSatisfactoryGoodGood3094.7
May 2003GoodGoodGoodGood3091.7
May 2001GoodGoodGoodGood2591.8
May 1999GoodGoodGoodGood2591.8
June 1997FairFairSatisfactoryGood2090.8
May 1995FairFairSatisfactoryGood2090.8
June 1993FairFairSatisfactoryGood2090.8
March 1992PoorPoorFairFair3065.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1628765100
Deck
Reinforced Concrete Decksq. ft.1,4551,26419010
Wearing Surfacessq. ft.1,2931,2662700
Substructure
Reinforced Concrete Pier Walllinear ft.2525000
Reinforced Concrete Abutmentlinear ft.62342530
Reinforced Concrete Pile Cap/Footinglinear ft.8787000
Reinforced Concrete Pier Caplinear ft.2561081
Joints
Strip Seal Jointlinear ft.3100031
Bearings
Movable Bearingeach60420
Steel Protective Coatingsq. ft.1200012
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108931500