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US 1 CUTLER HWY over COMB TRAIL & LINDEN CRK

Map

Coordinates:
+42.43540, -71.01967
42°26'07" N, 71°01'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 1 CUTLER HWY over COMB TRAIL & LINDEN CRK
Structure number:R050023AGDOTNBI
Old structure number:3AG069802002101 (from 1992 edition)
Location:.64 KM NW OF JCT SR60&US1
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:36.4 ft. [11.1 m]
Total length:138.8 ft. [42.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1977
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:114,000 [as of 2013]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,611,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairSatisfactory11400064.0
January 2015FairFairFairGood11400064.0
January 2013FairFairFairGood11400064.0
January 2011FairFairFairGood11300064.0
January 2009FairFairFairGood11000065.0
January 1999FairSatisfactoryGoodFair9500066.0
January 1997FairSatisfactoryGoodFair8755056.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,7996,634151140
Steel Protective Coatingsq. ft.41,20320,40410,30010,4990
Deck
Reinforced Concrete Decksq. ft.10,7279,7227882170
Wearing Surfacessq. ft.8,7437,6541,050390
Substructure
Reinforced Concrete Columneach1811700
Reinforced Concrete Pier Walllinear ft.8181000
Reinforced Concrete Abutmentlinear ft.22615558130
Reinforced Concrete Pier Caplinear ft.2422172320
Joints
Compression Jointlinear ft.65155000
Bearings
Movable Bearingeach5205200
Steel Protective Coatingsq. ft.1486137500
Fixed Bearingeach1301300
Steel Protective Coatingsq. ft.34149110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.270265230