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STC 3826;ALDER CRK over S.FK.PAYETTE RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+44.07064, -115.94573
44°04'14" N, 115°56'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STC 3826;ALDER CRK over S.FK.PAYETTE RIVER
Structure number:000000000026650
Location:0.9 S. GARDEN VALLEY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:120.1 ft. [36.6 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Vertical clearance above deck:19.0 ft. [5.8 m]
Owner:County Highway Agency [02]
Year built:1924
Year reconstructed:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2013

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:320 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:46.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,701,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2013PoorFairPoorSatisfactory32046.9
September 2012PoorFairPoorSatisfactory32045.5
September 2011PoorFairPoorSatisfactory32045.5
September 2010PoorFairPoorSatisfactory32045.5
September 2009PoorFairPoorSatisfactory32045.5
September 2008PoorFairPoorSatisfactory32045.5
May 2007PoorFairPoorSatisfactory32039.4
May 2006PoorFairPoorSatisfactory32039.4
May 2005PoorFairPoorSatisfactory32039.4
May 2004PoorFairPoorSatisfactory32039.4
May 2003PoorFairPoorSatisfactory31039.5
May 2002PoorFairPoorSatisfactory31039.5
May 2000PoorFairPoorSatisfactory32039.4
May 1999PoorFairPoorSatisfactory32039.4
May 1998PoorFairPoorSatisfactory30039.6
May 1997PoorFairPoorSatisfactory30041.2
May 1996PoorFairPoorSatisfactory21042.2
May 1995PoorFairPoorSatisfactory21042.2
May 1994PoorFairPoorSatisfactory21042.2
May 1993PoorFairPoorSatisfactory15042.9
May 1992FairFairFairGood15052.1
May 1991FairFairFairGood15052.1