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HWY LYMAN ST over WATER LYMAN POND CREEK

Map

Coordinates:
+42.38225, -71.23117
42°22'56" N, 71°13'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY LYMAN ST over WATER LYMAN POND CREEK
Structure number:W04018AWWMUNNBI
Old structure number:2D7TWN443018100 (from 1992 edition)
Location:2.7 KM E OF RT.95
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.7 ft. [12.1 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,273,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryVery Good1450072.3
December 2015FairSatisfactorySatisfactoryVery Good1700071.8
December 2013GoodGoodGoodVery Good1700071.8
December 2011GoodGoodGoodVery Good1700071.8
December 2009GoodGoodGoodVery Good1600072.0
November 2007GoodGoodVery GoodVery Good430074.2
November 2005GoodVery GoodVery GoodVery Good1730071.7
November 2003GoodVery GoodVery GoodVery Good1550072.1
November 2001GoodVery GoodVery GoodVery Good1360072.4
November 1999GoodVery GoodVery GoodVery Good960073.2
November 1998Poor-SeriousPoor166004.0
November 1996Poor-SeriousPoor77004.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.78502800
Deck
Reinforced Concrete Slabsq. ft.1,3221,3071230
Wearing Surfacessq. ft.8603602000300