CONTINUING EDUCATION

Internal curing is a technique to prolong cement hydration by providing internal water reservoirs in a concrete mixture. These reservoirs do not affect the initial water-to-cementitious materials (w/cm) ratio but do provide water for curing throughout the thickness of the element. Benefits of this approach include improved mechanical properties as well as reduced risk of moisture gradients, thus reducing the potential for warping. This presentation will discuss what was learned during the Field Assessment of Internal Curing research project at the CP Tech Center.

Dr. Peter Taylor, Director of the CP Tech Center, will be the presenter.

Attendees will receive a certificate of attendance for one professional development hour at the conclusion of the event. Please see the MCC website for AIA credit availability.

Registration opens at 7:00 am.  Breakfast will be served beginning at 7:15 am.  The presentation begins at 8:00 am and will conclude by 9:00 am.

You are invited to the second meeting of the new Minnesota Concrete Council ACI Chapter that will be held Tuesday, May 21 at Midland Hills Country Club in Roseville.  The presenter will be Ken Hover, Ph.D., P.E. (Cornell University).

The Concrete Quality Control Challenge: Twins Separated at Birth

Concrete cylinders and the concrete in the actual structure are like twins separated at birth. They both have the same parents, they share the same DNA, and if they were both exposed to the same environments and life experiences, they would grow up to be similar in many ways—perhaps even identical in appearance and behavior.

But the concrete cylinders and the concrete structure were separated at birth. In fact, they were separated at the end of the truck chute. One was made in layers and placed by hand with a scoop with no more than a 12-inch drop, while the other was compressed, decompressed, pushed around 90-degree pipeline elbows, and dropped for up to 4 feet. One was mercilessly poked and prodded with a steel rod, while the other was shaken with a vibrator (or not). While the rod treatment can increase apparent air content, the vibrator always knocks the socks out of the air.

One twin was left more or less alone, all by itself in a cold or hot cruel world for a day or so before it was rewarded by being sent off to a spa where it was pampered and kept warm and moist until its day of reckoning (but the trip to the spa may have been pretty bumpy). The other twin was left for its prime developmental stages in a more or less uncontrolled environment. Finally they meet, in the form of cylinder strength vs. core strength, and air content at the chute vs. air content in place. Is it any wonder that the “twins” are now very different from each other?

This presentation will explore any applications that this story might have on specifying and interpreting standard concrete tests.

Attendees will be emailed a certificate of attendance for one professional development hour (PDH) at the conclusion of the event.

Cost to attend this event is $35 after May 14 or $25 early-bird before May 14.

All too often concrete construction projects are like a game of Hot Potato. Everyone tries to hand off the concrete to the next player before the music stops and someone is stuck with potential liability. Learn how ACI 318 and 301 and ASTM C94 define who is responsible for different aspects of the concrete in the hand-off from the concrete producer to the contractor.  Jay Shilstone, FACI (The Shilstone Companies, Inc.) will be the presenter.

Attendees will receive a certificate of attendance for one professional development hour at the conclusion of the event.

Registration opens at 7:00 am.  A full hot breakfast buffet will be served beginning at 7:15 am.  The presentation will begin at 8:00 am and will conclude by 9:00 am.