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MAPLE VALLEY RD over FLAT RIVER

Map

Coordinates:
+41.71448, -71.65228
41°42'52" N, 71°39'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAPLE VALLEY RD over FLAT RIVER
Structure number:000000000008430
Location:0.3 Mi N of JCT RI 117
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.4 ft. [5.3 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:Town or Township Highway Agency [03]
Year built:1978
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,353 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:50.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$86,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Poor4 out of 10135350.6
April 2016Poor4 out of 10135350.6
April 2014Poor4 out of 10130050.6
April 2012Poor4 out of 10130050.6
April 2010Poor4 out of 10130050.6
May 2008Poor4 out of 10130053.6
May 2006Poor4 out of 10131453.6
December 2003Fair5 out of 10131469.7
January 2002Fair5 out of 10131469.7
December 1999Fair5 out of 10110069.8
September 1997Poor4 out of 10110053.7
November 1995Poor4 out of 10120053.8
October 1993Fair6 out of 10120080.9
September 1992Good7 out of 1090081.0
December 1991Good7 out of 1090081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.81023535
Wearing Surfacessq. ft.6906702000
Steel Protective Coatingsq. ft.2,7482,4480200100