Engius intelliRock Concrete Maturity Blog

Whittenberg monitors Water Quality Treatment Center wall pours with intelliRock

clock April 16, 2011 00:02 by author Michael Fox

The Metropolitan Sewer District in Louisville, Kentucky is currently expanding the Derek R. Guthrie Water Quality Treatment Center (WQTC) to handle significant amounts of wet weather flow.  The construction of this new wet weather flow treatment facility involves many mass pours of concrete and the need to monitor compliance with the thermal plan developed  for these pours.  The Engius  intelliRock II Concrete Temperature Monitoring System is providing remote, real-time temperature and temperature gradient monitoring of each mass pour on this project.  The intelliRock system is also sending text messages to the contractor’s mobile phone if a pour’s maximum core temperature or the temperature differential is exceeded, enabling quick resolution of the situation.

For more information, see the case study!


Breaking the 35F Barrier - Part 1

clock March 3, 2011 22:53 by author Michael Fox
The 35 °F (20°C) maximum temperature gradient specification has been a “cut-and-paste” specification on mass concrete projects for decades. This specification often causes tremendous challenges for the contractor, and adds unnecessary costs and delays to projects. In most cases the flat 35 °F (20°C) requirement is an overly-restrictive requirement after a short period of time.

ACI 207.2R discusses methods of calculating temperature gradients and tensile stresses that cause thermal cracking in mass concrete. These techniques can be used to calculate safe temperature gradients based on concrete mix design, placement conditions, and concrete properties. One result from this analysis is performance-based temperature difference limit based on actual jobsite and concrete mix-design parameters. This calculated limit is much more pertinent and attainable than a flat 35 °F (20°C) specification.

Using intelliRock, the placement's temperature and strength can be monitored in real-time. This allows the in-place strength to be considered when determining what temperature gradient is currently safe.

Call us for more information!

Baker Leveraging intelliRock Technology to Deliver Additional Value to Owners

clock November 1, 2010 22:03 by author Michael Fox

Baker has used intelliRock's technology for years, but two recent projects really stand out.

First, Baker used intelliRock to complete the new CEMEX headquarters building on schedule, under budget, and with LEED points. Even while using lean mix designs with fly ash, Baker was able to stress PT beams in 18 hours and strip decks in 20 hours. And the lean mix design saved CEMEX approximately $130,000 in material costs. "The CEMEX headquarters project should serve as the poster-child for intelliRock because everything went exactly according to plan and we kept right on schedule." says Baker Senior Project Executive Aaron Smith. Case Study

Most recently, Baker completed the University of Texas, MD Anderson Cancer Center Mid-Campus Building 1 (MDACC) project. Located in Houston's Medical Center, the project consisted of three structures - 26 stories, 21 stories, and 5 stories. Not only was intelliRock used to monitor temperatures on what was the second largest mat pour placed in the united states, intelliRock technology was used to monitor deck strength in real-time greatly reducing the time that would be otherwise be necessary if using only traditional concrete cylinders to determine concrete strength. "Using the intelliRock system allowed the crew to gain half a day on almost every pour, which is significant when there are three pours per floor and 26 floors. Baker brought the project in three weeks ahead of our original schedule even after an additional floor was added to our scope," said Garret Benson, Baker Project Manager. Read more in Baker's newsletter (reprinted here with permission from Baker).

Baker has been ranked among ENR's top 3 specialty contractors for the past 20 years. Learn more about Baker on their website


Mass Pours - Mass Material Cost Savings

clock September 13, 2010 23:10 by author Michael Fox
mass pour

As concrete maturity technology gains popularity, users are continuing to leverage its benefits. Today's application trend offers substantial cost saving opportunities on mass concrete pours.  And if you could shave 10%, or even 20%, off of your concrete material cost before bidding, wouldn't that offer you a substantial competitive advantage?

Temperature management is a key risk-management task on mass concrete pours. Usually, maximum temperatures need to be kept below ~160F to avoid DEF issues and thermal gradients must be kept below some threshold value, such as 35F, to minimize the thermal cracking. These requirements are often viewed as challenges, BUT the root cause of these thermal control "problems" can also be viewed as a tremendous opportunity. Since cement hydration generates heat, and that heat gets trapped in mass pours (which is what causes the temperature rise), it takes a lot less cement to get the job done. And less cement means lower temperatures and substantial reductions in material cost! Even if cement content is reduced in the mix-design, the trapped heat will continue to drive the hydration reactions and strength gain. So this really creates a win-win opportunity to both reduce concrete temperatures and material costs at the same time.

To "tune" your mix design, use intelliRock concrete maturity sensors in your pre-pour test blocks. By instrumenting blocks made with multiple mix designs, and simultaneously calibrating the maturity values using cylinder breaks, intelliRock maturity sensors can determine the anticipated temperature rises AND strength gain profiles. Once you have real data defining the temperatures and strengths for each mix design, you can make some cost-saving decisions by using lower-cost mix designs!

For more information see the blog post below. And remember that these opportunities are compounded by the retained heat in mass concrete placements!
http://www.engius.com/blog/post/Using-intelliRock-to-Lower-Material-Costs.aspx


intelliRock Monitoring Concrete at Worlds Largest LNG Exporting Facility

clock June 2, 2010 23:28 by author Michael Fox

intelliRock temperature loggers are hard at work monitoring concrete temperatures on submerged mass pour elements in Ras Laffan, Quatar. Currently the worlds largest LNG exporting facility, Ras Laffan's $1.7 Billion (USD) port expansion project includes construction of quay walls for the LNG berths, container berths, coast guard jetty, administrative buildings and electricity substations. Located between the Far East and Europe, products from Ras Laffan can quickly reach world-wide markets. Ras Laffan houses elite energy companies such as ExxonMobile, Shell, and Dolphin Energy.


Cylinders - What if they're wrong?

clock May 12, 2010 23:53 by author Michael Fox

Standard cured cylinders are good indicators of POTENTIAL strength, but are cylinders good tools for determining in-place strength?

Is it safe to strip forms? Are the piers strong enough to be loaded? Are you sure?

There's a lot riding on break results. But their accuracy may surprise you.  Read More!


intelliRock used on London's 2012 Olympic Stadium

clock May 7, 2010 22:11 by author Michael Fox

We're proud to contribute to London's 2012 Olympic Stadium!

The Stadium' innovative design combines 25,000 permanent seats with 55,000 dismountable seats that will be removed after the games.  After the games the stadium will be converted to a 25,000 seat stadium for sporting, educational and other community uses.

The Team Stadium Consortium consists of:

  • Construction Contractor - Sir Robert McAlpine Ltd
  • Architect - HOK Sport Ltd
  • Sports Venue Designer - HOK Sport Ltd
  • Structural Engineer - Buro Happold Ltd
  • Building services engineer - Buro Happold
  • Landscape architect HED
  • Planning Consultant - Savills Hepher Dixon
(Photo courtesy of London 2012)

intelliRock Automates Concrete Temperature Measurement on Baker Project

clock April 22, 2010 00:48 by author Michael Fox

Baker Concrete has two projects at the Miami International Airport/Miami Intermodal Center* with about 470 mass concrete placements: the Miami International Airport Automated People Mover (“MIA Mover”), which includes a light-rail bridge that is 6,200 feet in length, and the Orange Line Metrorail extension, on which Baker is constructing 9,000 feet of elevated heavy rail. Each mass concrete element requires round-the-clock monitoring of multiple temperature sensors for seven to ten days with a data review every six hours.

Initially, the Baker team downloaded temperature readings manually using a handheld device. But Baker Concrete Construction's MIA Mover & Orange Line Project Executive Michael Hernandez recognized the safety issues and physical difficulties of manually downloading data every six hours on such large projects with nearly 100 excavations up to 15 feet deep and over 350 piers and pier caps up to 58 feet high. “When we multiplied four probes per pour times 470 mass concrete pours times four downloads per day times seven days it resulted in about 53,000 downloads” said Hernandez.

“We also realized there would be a substantial labor savings too versus having a crew working seven days per week for 12 months performing and recording manual downloads.” These conditions made the intelliRock wireless system an attractive alternative to sending a person from pier to pier at midnight trying to connect to and record data from dozens of probes on a three-mile long construction site. “The safer working conditions alone make the intelliRock investment worthwhile” says Hernandez “And the reports intelliRock generates are informative and easy to understand.”

Using the intelliRock system, Baker currently monitors up to 29 concrete placements simultaneously. With four probes in each placement, data from all 116 probes can be downloaded in about 10 minutes from a vehicle equipped with a laptop. If the locations are close enough to the fixed wireless base station, the system sends updates round-the-clock to Hernandez, the general contractor and the project engineer via the internet.

*The Miami Intermodal Center is a program of the Florida Department of Transportation
Rendering courtesy of the Florida DOT, MIC Program


Concrete Maturity used for Shotcrete? You bet!

clock March 31, 2010 23:12 by author Michael Fox

Contractors in Colorado have been using intelliRock concrete maturity loggers in shotcrete for several years. In one instance in 2008, winter arrived and the contractor was concerned about construction speed and heating costs. The contractor developed a maturity calibration curve then place intelliRock maturity loggers along the retaining wall being built. Once the concrete was placed the wall was covered and the heaters were turned on.

In general, a typical Colorado winter spec requires the contractor to maintain the placement above 50 F for 7 days or until there's proof that the placement has achieved 75% of the required concrete strength. In this case, the contractor used intelliRock to determine that the placement achieved 75% strength well in advance of the turn-time on previous walls - and during this one it was snowing! The savings on the heating costs alone made the owner extremely happy, not to mention the time savings.

C-DOT has since added concrete maturity to its construction specifications under section 641. The 2009 revision can be found at http://www.dot.state.co.us/DesignSupport/Construction/Recently%20Issued%20Specs/2009-11-05/601641s.doc


TXDOT Concrete Maturity Specification

clock March 10, 2010 23:20 by author Michael Fox

 

TxDOT projects have long been users of intelliRock and concrete maturity technology. Hi-5 in Dallas is an excellent example (case study).

The Texas Pavement Design Guide states: "The maturity method, Tex-426-A, Estimating Concrete Strength by the Maturity Method, may be used to open the pavement to traffic at an earlier age than seven days with either Class P or Class HES concrete."

Tex-426-A is an excellent place for DOTs to start when considering a state maturity specification and is available online. The calibration curve adjustment provision when verifying the strength-maturity relationship is of particular interest. Contact Engius for more example specifications.


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