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CE403 Construction Methodology

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Construction Methodology Concrete ... Strike-Off Bull Floating Rotary Finisher Precast and Roads Mostly used for bridge decks Better quality ... petroleum products. – PowerPoint PPT presentation

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Title: CE403 Construction Methodology


1
CE403Construction Methodology
  • Concrete Asphalt Paving

2
Concrete Road Construction Operations
  • Cast In Place
  • Traditional Methods
  • Slip Form Paving
  • Pre Cast

3
Portable Concrete Plant Doing Batching
4
On Site Batching of Concrete
  • Reduce haul costs
  • Reduce risk of delay due to traffic congestion
  • Improved safety to traveling public
  • Requires real estate.

5
Placement
Reduce height of free fall to 5 feet.
6
Strike-Off
  • Aka Screeding
  • Purpose to cut off excess concrete and bring
    surface to grade.

7
Bull Floating
Aka Darbying Purpose to eliminate high and low
spots and to embed large aggregate particles
8
Rotary Finisher
Aka Floating Purpose to embed aggregates just
beneath the surface to remove slight
imperfections and to compact the mortar at the
surface for additional finishing operations
9
Precast and Roads
  • Mostly used for bridge decks
  • Better quality control
  • Ease of installation
  • Reduce weather dependency
  • Reduce environmental impacts

10
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11
Slip Form Paving
12
Asphalt
13
Production of Asphalt Mixes
  • Asphalt and Other Bituminous Materials
  • Bituminous materials include asphalt and tar.

14
Asphalt Production
15
Asphalt Paving Example
16
Laydown Machine
17
Material Handler
18
Pneumatic Rollers
19
Vibratory Steel Rollers
20
Asphalt Cold Planers
  • Why?
  • Remove fragmented layer of pavement
  • Preserve drainage (curb and gutter)

21
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22
Blue Grass Airport Runway Paving
  • Scope of Work
  • First ever full closure of Blue Grass Airport
  • 7003 feet long, 150 feet wide, 3 inches deep
    Asphalt Overlay
  • Placed 24,000 tons of asphalt from 1000
    truckloads
  • Project Cost 4.5 million
  • Schedule Duration 42 hours
  • Friday 08/26/94 at 900PM to Sunday 08/28/94 at
    300PM

23
Complete Airport Shutdown
  • Conventional approach is to pave shorter sections
    for 4 hour per night over 10 days
  • Results in lower asphalt quality due to extra
    joints
  • First ever full closure of Blue Grass Airport
  • Lasted 42 hours
  • From Friday at 900PM to Sunday at 300PM
  • Allowed contractor full access to the runway
  • Created a smoother, better quality runway
  • 500,000 cost reduction

24
Asphalt Plant Location
  • 2 Mountain Enterprises (M.E.)plants
  • Directed by Central Kentucky Asphalt during
    construction
  • Fast (250 tons/hr) and close (4 miles from
    airport)
  • Thus responsible for 6 passes
  • 1 M.E. plant 1 Allen Co. plant
  • Directed by Allen Co. during construction
  • Slower (200 tons/hr) and further (8 miles away)
  • Thus responsible for 4 passes

25
Paving Sequence
  • Paving started at runway centerline
  • Pavers sequenced 300 feet apart
  • M.E. paver
  • M.E. paver

26
Paving Sequence
  • Paving started at runway centerline
  • Pavers sequenced 300 feet apart
  • M.E. paver
  • M.E. paver
  • Allen Co. Paver

27
Paving Sequence
  • Paving started at runway centerline
  • Pavers sequenced 300 feet apart
  • M.E. paver
  • M.E. paver
  • Allen Co. Paver
  • Allen Co. Paver

28
Paving Sequence
  • Paving started at runway centerline
  • Pavers sequenced 300 feet apart
  • M.E. paver
  • M.E. paver
  • Allen Co. Paver
  • Allen Co. Paver

29
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