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US 6 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.58608, -102.31776
40°35'10" N, 102°19'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 6 ML over FRENCHMAN CREEK
Structure number:B-27-D
Location:IN HOLYOKE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:31.5 ft. [9.6 m]
Total length:191.3 ft. [58.3 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2011]
Truck traffic:22% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:42.8 tons [38.9 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:62.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201562.8PoorPoorFairFairSD2200
May 201370.4FairFairFairFair-2200
May 201171.5FairFairFairFair-1800
April 200971.5FairFairFairFair-1800
June 200771.5FairFairFairFair-1700
June 200570.3FairFairFairFair-2463
May 200367.8FairFairFairSatisfactory-2463
April 200170.6FairFairFairSatisfactory-2463
April 199971.9FairFairFairSatisfactory-1207
April 199771.8FairFairFairSatisfactory-1750
April 199571.8FairFairFairSatisfactory-1750
April 199373.5FairFairFairSatisfactory-1700
May 199171.5FairFairFairSatisfactory-1400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,32321619583100
Steel Protective Coatingsq. ft.1,3230001,323
Deck
Reinforced Concrete Decksq. ft.6,4092,9092,0001,200300
Wearing Surfacessq. ft.5,7145,6320820
Substructure
Timber Columneach7146700
Timber Abutmentlinear ft.78423600
Reinforced Concrete Pier Caplinear ft.27724418150
Joints
Open Jointlinear ft.193193000
Bearings
Movable Bearingeach42021210
Steel Protective Coatingsq. ft.4200042
Fixed Bearingeach42021210
Steel Protective Coatingsq. ft.4200042
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.382236401006