PROJECT:
New Sidewalks around Samford Hall
Background |Problem Statement:
This project is for several new sidewalks to be placed around the West and South sides of Samford Hall (See Plan in folder).  Facilities Division will pour the bulk of the job but our team will be responsible for one section for each member.  One section will be 8’ x 8’ x 8”, or about 73728 in3 (1.58 yd3).  The sidewalk is bordered by brick rows on both sides and between each 8-ft. section.  See Section below.


Click here for pictures of the project
Click here for a slide show of the project


Group Members:
David Holland
Patrick Redahan
Jake Wiseman
Brad Gooden
Rodney King

 

Client:
Auburn University
 
Contacts:
Jan Swaim, Construction Coordinator, AU Facilities Division
Thomas O'Neil, Heavy Construction Assistant Foreman
George Jones, Heavy Construction Technician
Buster McGinty, Heavy Construction Technician
 
 
Pre-construction Measures and Photos:
Since this was a project that was in conjunction with Facilities, some of the site preparation was already completed prior to our arrival.  Pre-excavation photographs were unavailable.
Design | Member Sizing | Reinforcement Placement:
See blueline in binder pocket. The design, sizing, and reinforcement was based on original sidewalk design around and adjacent to Samford Hall.
Weekly Progress Report:
This project was completed in one week, therefore no weekly updates were necessary.  The schedule below reflects the actual schedule.
 
Day
Activity
July 7 
Site Prep and Excavation | Begin Formwork
July 8
Formwork for 8 Sections 
July 9
Formwork for 8 Sections - finalize
July 10
Pour Concrete 
July 11
Remove Formwork and Cleanup 
 
 Quantity Takeoff and Cost Estimate:
Although all equipment, tools, and concrete will be supplied by Facilities, we have included, as a rough estimate, what the job would cost had we been responsible for coordinating those items.
Concrete: 8 sections (1.5 yd3 per section) @ $60.00 per yd3 = $1200.00 (includes 10% overage figured in the brick troughs)
Tools: (trowels, spreaders, floats, shovels, hammers, powersaws, broom, string, etc.) = estimated rent for this equipment for 5 days @ $25.00 per day = $125.00
Heavy Equipment: Backhoe for 1 day site prep = $150.00 (est.)
Truck for 5 days = $250.00
Formwork lumber: 370 board feet @~$0.15 per ft = $60.00 (includes 10% overage)
Labor: Provided by AU BSC 314 class
Total Cost Estimate: $1785.00 for 8 sections
 
Safety Plan (taken from http://www.supernetwork.net):
Head protection: Hardhats are highly recommended, although not routinely worn by Facilities personnel.
Foot protection: Steel toed safety shoes or boots are recommended. Waterproof rubber boots are also recommended.
Hand and Arm protection: Long sleeves and gloves are recommended.
Eye protection: Goggles or glasses.
Water/Fluids: A cooler of Gatorade will be kept on site.
Injuries: small injuries will be treated on site with a basic first aid kit or at taken to Drake Clinic,
life threatning injuries will be evacuated via EMS to East Alabama Medical Ctr.
Telephone: available at Samford Hall and/or Mary Martin Hall
 
Innovations | Time Saving Measures:
The construction personnel we were working with already established many of the innovations and procedures.  There were many "tricks of the trade" that were learned: too many to list here.
 
Principle duties carried out by group members:
Our original plan was to have group members be responsible for supervising the preparation and pouring of their own sections.  Also, group members would have rotated between the jobs of spreader, strikeoff persons, trowler, floater, etc.  However, Facilities poured the entire eight sections at once, causing each group member to rotate between functions as the job progressed.
 
Review of Related Issue: Fibermesh
Source: Fibermesh webpage at http://www.fibermesh.com
Our group was interested in the structural aspects of Fibermesh, since it was used in the sidewalk project.  Fibermesh strands actually block the formation of "macro-cracks" by blocking the formation of "micro-cracks."  "The addition of Fibermesh fibers throughout the concrete also serves to minimize the width and length of those cracks that may appear in the hardened state."
A surprising feature of Fibermesh was that no mixture adjustments are necessary and that it works with any admixture: this is due to the fact that Fibermesh's actions are all mechanical.
 
Conclusion | Lessons learned:
This project was very informative in exposing each group member to the actual "hands-on" aspects of working with concrete.  Unlike other structure classes, which teach only "paper problems," this project focuses on the "real."
In addition, we learned how fast concrete sets.  We poured eight sections at once beginning at 8:00AM and was brooming by 11:00AM.

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