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US 385 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.59061, -102.30218
40°35'26" 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 2015

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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:32.2 tons [29.3 metric tons]
Inventory rating:19.4 tons [17.6 metric tons]
Sufficiency rating:54.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201554.1FairFairSatisfactoryFair-2200
May 201367.9FairFairSatisfactoryFair-2200
May 201179.0FairFairSatisfactorySatisfactory-2200
April 200979.0FairFairSatisfactorySatisfactory-2200
June 200780.1FairFairSatisfactorySatisfactory-1700
June 200580.0FairFairSatisfactorySatisfactory-1879
May 200382.0FairFairSatisfactorySatisfactory-1949
April 200184.5FairFairSatisfactorySatisfactory-1949
April 199984.5FairFairSatisfactorySatisfactory-1901
April 199784.5FairFairSatisfactorySatisfactory-1750
August 199583.7FairFairGoodSatisfactory-1750
April 199375.8FairFairSatisfactorySatisfactory-1450
May 199173.8FairFairSatisfactorySatisfactory-1500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.984717881250
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.14011113160
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