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HWY NEW LOMBARD over WATER FULLER BROOK

Map

Coordinates:
+42.16459, -72.53485
42°09'53" N, 72°32'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY NEW LOMBARD over WATER FULLER BROOK
Structure number:C130330L7MUNNBI
Old structure number:MUN209033100 (from 1992 edition)
Location:.5 MI E OF BURNETT RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:31.5 ft. [9.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,328 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.6
Recommended work:Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:$1,645,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodGoodSatisfactory232875.6
April 2015FairGoodGoodSatisfactory232875.6
April 2013FairGoodGoodSatisfactory258675.5
April 2011FairGoodGoodSatisfactory258675.5
April 2009FairGoodGoodSatisfactory258676.5
April 2007FairGoodGoodSatisfactory258676.5
April 2005FairGoodGoodSatisfactory258675.5
April 2003FairGoodGoodSatisfactory258675.5
April 2001FairGoodGoodSatisfactory270076.4
April 1999GoodGoodGoodGood270075.4
April 1995GoodGoodGoodGood326365.5
May 1993GoodGoodGoodGood326364.5
March 1991GoodGoodGoodGood326371.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.231227040
Deck
Prestressed Concrete Top Flangesq. ft.925925000
Wearing Surfacessq. ft.859085900
Substructure
Reinforced Concrete Abutmentlinear ft.6460400
Bridge Rail
Other Material Bridge Raillinear ft.66541200