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US 385 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.59078, -102.30230
40°35'27" N, 102°18'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 ML over FRENCHMAN CREEK
Structure number:B-27-E
Location:IN HOLYOKE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2011]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:54.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactoryFair220054.1
May 2015FairFairSatisfactoryFair220054.1
May 2013FairFairSatisfactoryFair220067.9
May 2011FairFairSatisfactorySatisfactory220079.0
April 2009FairFairSatisfactorySatisfactory220079.0
June 2007FairFairSatisfactorySatisfactory170080.1
June 2005FairFairSatisfactorySatisfactory187980.0
May 2003FairFairSatisfactorySatisfactory194982.0
April 2001FairFairSatisfactorySatisfactory194984.5
April 1999FairFairSatisfactorySatisfactory190184.5
April 1997FairFairSatisfactorySatisfactory175084.5
August 1995FairFairGoodSatisfactory175083.7
April 1993FairFairSatisfactorySatisfactory145075.8
May 1991FairFairSatisfactorySatisfactory150073.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.984145795440
Steel Protective Coatingsq. ft.98400492492
Deck
Reinforced Concrete Decksq. ft.6,2164,3491,86430
Substructure
Steel Columneach3303300
Steel Protective Coatingsq. ft.3300033
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pier Caplinear ft.14011316110
Joints
Pourable Jointlinear ft.1286620384
Bearings
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach2402400
Steel Protective Coatingsq. ft.2400024
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.336033600
Steel Protective Coatingsq. ft.336000336