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RTE 126 over W.BR.DAVIS STREAM

Lincoln County, Maine

Map

Coordinates:
+44.20718, -69.45192
44°12'26" N, 69°27'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 126 over W.BR.DAVIS STREAM
Structure number:3045
Location:1.6 MI S TOWNLINE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,090 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:61.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairSatisfactory109061.2
January 2017FairSatisfactorySatisfactorySatisfactory106973.7
May 2015FairSatisfactorySatisfactorySatisfactory105074.4
May 2014FairSatisfactorySatisfactorySatisfactory96076.7
May 2013FairSatisfactorySatisfactorySatisfactory96176.7
August 2011FairSatisfactorySatisfactorySatisfactory95578.8
July 2009FairSatisfactorySatisfactorySatisfactory103476.7
December 2007FairSatisfactorySatisfactorySatisfactory107076.6
August 2005FairSatisfactorySatisfactorySatisfactory118076.5
June 2003FairFairSatisfactorySatisfactory110075.6
May 2001FairSatisfactorySatisfactorySatisfactory118076.5
February 2000FairSatisfactorySatisfactorySatisfactory102374.7
June 1997FairSatisfactorySatisfactoryGood87474.9
May 1995FairSatisfactorySatisfactoryGood94575.2
June 1993FairSatisfactoryGoodVery Good91075.3
February 1992FairSatisfactoryGoodGood88074.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.46333100
Deck
Reinforced Concrete Top Flangesq. ft.201002010
Substructure
Reinforced Concrete Abutmentlinear ft.59293000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4646000
Deck
Reinforced Concrete Slabsq. ft.480048000