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ROUTES 26 & 100 over MCRR & PRESUMPSCOT RIVER

Map

Coordinates:
+43.72944, -70.29540
43°43'46" N, 70°17'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTES 26 & 100 over MCRR & PRESUMPSCOT RIVER
Structure number:2702
Location:0.1 MI S OF TPKE INTERCH
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:194.9 ft. [59.4 m]
Total length:722.1 ft. [220.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,130 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:76.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodVery Good1213076.8
November 2015GoodGoodVery GoodVery Good1274584.8
September 2014GoodGoodVery GoodVery Good1248384.3
September 2013GoodVery GoodVery GoodVery Good1290784.0
February 2012GoodVery GoodVery GoodVery Good1305183.9
November 2010PoorSatisfactorySeriousPoor1317018.0
July 2009PoorSatisfactorySeriousPoor1313618.0
August 2008PoorSatisfactorySeriousPoor1368018.0
October 2007PoorSatisfactoryPoorPoor1368029.0
January 2007PoorSatisfactoryPoorPoor1351729.0
January 2006PoorSatisfactoryPoorFair1337029.0
December 2004PoorSatisfactoryPoorFair1400128.8
January 2004PoorSatisfactoryPoorFair1346728.8
November 2002PoorSatisfactoryPoorFair1341328.8
August 2001PoorSatisfactoryPoorFair1328028.8
November 2000PoorSatisfactoryPoorFair1507428.8
January 2000PoorSatisfactoryPoorFair1467828.8
September 1997PoorSatisfactorySeriousFair1287818.0
February 1996FairGoodSatisfactoryFair1276356.9
September 1993FairGoodSatisfactorySatisfactory1228072.5
January 1992FairGoodGoodSatisfactory1293081.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,6133,613000
Deck
Reinforced Concrete Decksq. ft.29,07628,87620000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.4848000
Reinforced Concrete Abutmentlinear ft.123123000
Reinforced Concrete Pier Caplinear ft.162162000
Joints
Assembly without Seal Jointlinear ft.114114000
Bearings
Disk Bearingeach2525000
Steel Protective Coatingsq. ft.2524100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4201,420000
Steel Protective Coatingsq. ft.1,4201,420000