Title: CE403 Construction Methodology
1CE403Construction Methodology
2Concrete Road Construction Operations
- Cast In Place
- Traditional Methods
- Slip Form Paving
- Pre Cast
3Portable Concrete Plant Doing Batching
4On Site Batching of Concrete
- Reduce haul costs
- Reduce risk of delay due to traffic congestion
- Improved safety to traveling public
- Requires real estate.
5Placement
Reduce height of free fall to 5 feet.
6Strike-Off
- Aka Screeding
- Purpose to cut off excess concrete and bring
surface to grade.
7Bull Floating
Aka Darbying Purpose to eliminate high and low
spots and to embed large aggregate particles
8Rotary 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
9Precast and Roads
- Mostly used for bridge decks
- Better quality control
- Ease of installation
- Reduce weather dependency
- Reduce environmental impacts
10(No Transcript)
11Slip Form Paving
12Asphalt
13Production of Asphalt Mixes
- Asphalt and Other Bituminous Materials
- Bituminous materials include asphalt and tar.
14Asphalt Production
15Asphalt Paving Example
16Laydown Machine
17Material Handler
18Pneumatic Rollers
19Vibratory Steel Rollers
20Asphalt Cold Planers
- Why?
- Remove fragmented layer of pavement
- Preserve drainage (curb and gutter)
21(No Transcript)
22Blue 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
23Complete 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
24Asphalt 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
25Paving Sequence
- Paving started at runway centerline
- Pavers sequenced 300 feet apart
- M.E. paver
- M.E. paver
-
-
26Paving Sequence
- Paving started at runway centerline
- Pavers sequenced 300 feet apart
- M.E. paver
- M.E. paver
- Allen Co. Paver
-
27Paving Sequence
- Paving started at runway centerline
- Pavers sequenced 300 feet apart
- M.E. paver
- M.E. paver
- Allen Co. Paver
- Allen Co. Paver
28Paving Sequence
- Paving started at runway centerline
- Pavers sequenced 300 feet apart
- M.E. paver
- M.E. paver
- Allen Co. Paver
- Allen Co. Paver
29(No Transcript)