Concrete inFocus - Spring 2013 - (Page OC3)

www.nrmca.org/news/connections infocus online connections Impact of Specifications on Concrete Quality Part 13 of the NRMCA Concrete Quality Series Karthik Obla, Ph.D., P.E. C oncrete specifications can play an important role in ensuring good quality concrete. This article makes suggestions on concrete specifications with the aim of improving concrete quality. Allow Use of Standard Deviations Almost all concrete project specifications have a specified compressive strength (ƒ´c) requirement for concrete mixtures. Mixtures are designed to meet the required average compressive strength (ƒ´cr) to ensure that the strength tests meet the strength acceptance criteria. ACI 3181 and 3011 provide two options to establish this required average strength ƒ´cr for ƒ´c equal to or below 5,000 psi: Option A: If past test records are available, the test standard deviation, S, is calculated and the mixture should be designed to achieve an average strength ƒ´cr greater than or equal to the larger of the following two equations: f´cr = f´c + 1.34 x S f´cr = f´c + 2.33 x S – 500 Option B: If no past test records are available, ƒ´cr is established as 1,000 to 1,200 psi greater than ƒ´c. Many specifi cations require concrete mixtures to be overdesigned by 1,200 psi above the specified strength (i.e., option B). Forcing the use of option B when a test record is available is not desirable. The standard deviation, S, from a strength test record is a measure of the ability of the concrete supplier to control the quality of the product. It should be noted here that testing is a component of this standard deviation. There should be a benefit and incentive to use this information. Table 1 compares the required average strength for a specified strength of 4,000 psi by option A and B for different levels of concrete quality as measured by S.1 Option B requires ƒ´cr of 5,200 psi regardless of the producer’s standard deviation. On the other hand, if option A (based on past test data) is used, a producer with S = 350 psi has to design the mixture for an average strength of 4,470 psi, whereas a producer with S = 1,250 psi has to target at least 6,410 psi. An average materials cost savings of $1/yd 3 can be assumed for every 200 psi decrease in average strength. By proportioning the concrete to target a lower average strength the producer who has a lower variability (S) will lower the materials cost of concrete. Figure 1 shows the potential materials cost savings. For this example, with a specified strength of 4,000 psi, when the producer’s standard deviation is greater than 730 psi, option B will allow a lower average strength than option A. A specification that requires option B does not benefit a quality-conscious producer but does benefit the one with higher variability. Option B is surely not a conservative option when S > 730 psi and can lead to a higher number of strength problems during the project. Statistically it can be shown that for ƒ´c = 4,000 psi for a concrete with average strength of 5,200 psi with S = 1,250 psi, the probability of failing the strength acceptance criteria is about 10 times higher compared to one with S = 730 psi and the same average strength! In summary, specifications that require option B merely tell the producer not to pay attention to quality. Prescriptive versus Performance-Based Specifications Concrete mixtures designed to prescriptive specifications are typically substantially overdesigned. It is likely that for a given set of materials a knowledgeable engineer of record can optimize the mixture proportions Table 1. Target average strengths for ´c = 4000 psi QC Standards (ACI 214) S, psi ´cr , psi (Option A) ´cr , psi (Option B) Excellent Very Good Good Fair Poor 350 450 550 650 750 850 950 1050 1150 1250 4470 4600 4780 5020 5250 5480 5710 5950 6180 6410 5200 concrete INFOCUS ı OC3 http://www.nrmca.org/news/connections http://www.naylornetwork.com/nrc-nxt/

Table of Contents for the Digital Edition of Concrete inFocus - Spring 2013

Corporate Suite
Enviro Scene
A Legacy in Construction
CalPortland Slip Form Success
Fly Ash FAQ
Acceptance Test Reports for Ready Mixed Concrete
First Batch Plant Certifications in Mongolia
Index of Advertisers
Taking It to the Streets
Impact of Specifications on Concrete Quality

Concrete inFocus - Spring 2013

http://www.nxtbook.com/naylor/NRCQ/NRCQ0118
http://www.nxtbook.com/naylor/NRCQ/NRCQ0417
http://www.nxtbook.com/naylor/NRCQ/NRCQ0317
http://www.nxtbook.com/naylor/NRCQ/NRCQ0217
http://www.nxtbook.com/naylor/NRCQ/NRCQ0117
http://www.nxtbook.com/naylor/NRCQ/NRCQ0416
http://www.nxtbook.com/naylor/NRCQ/NRCQ0316
http://www.nxtbook.com/naylor/NRCQ/NRCQ0216
http://www.nxtbook.com/naylor/NRCQ/NRCQ0116
http://www.nxtbook.com/naylor/NRCQ/NRCQ0415
http://www.nxtbook.com/naylor/NRCQ/NRCQ0315
http://www.nxtbook.com/naylor/NRCQ/NRCQ0215
http://www.nxtbook.com/naylor/NRCQ/NRCQ0115
http://www.nxtbook.com/naylor/NRCQ/NRCQ0414
http://www.nxtbook.com/naylor/NRCQ/NRCQ0314
http://www.nxtbook.com/naylor/NRCQ/NRCQ0214
http://www.nxtbook.com/naylor/NRCQ/NRCQ0114
http://www.nxtbook.com/naylor/NRCQ/NRCQ0413
http://www.nxtbook.com/naylor/NRCQ/NRCQ0313
http://www.nxtbook.com/naylor/NRCQ/NRCQ0213
http://www.nxtbook.com/naylor/NRCQ/NRCQ0113
http://www.nxtbook.com/nxtbooks/naylor/NRCQ0412
http://www.nxtbook.com/nxtbooks/naylor/NRCQ0312
http://www.nxtbook.com/nxtbooks/naylor/NRCQ0212
http://www.nxtbook.com/nxtbooks/naylor/NRCQ0112
http://www.nxtbook.com/nxtbooks/naylor/NRCS0611
http://www.nxtbook.com/nxtbooks/naylor/NRCS0511
http://www.nxtbook.com/nxtbooks/naylor/NRCS0411
http://www.nxtbook.com/nxtbooks/naylor/NRCS0311
http://www.nxtbook.com/nxtbooks/naylor/NRCS0211
http://www.nxtbook.com/nxtbooks/naylor/NRCS0111
http://www.nxtbook.com/nxtbooks/naylor/NRCS0610
http://www.nxtbook.com/nxtbooks/naylor/NRCS0510
http://www.nxtbook.com/nxtbooks/naylor/NRCS0410
http://www.nxtbook.com/nxtbooks/naylor/NRCS0310
http://www.nxtbook.com/nxtbooks/naylor/NRCS0210
http://www.nxtbook.com/nxtbooks/naylor/NRCS0110
http://www.nxtbook.com/nxtbooks/naylor/NRCS0609
http://www.nxtbook.com/nxtbooks/naylor/NRCS0509
http://www.nxtbook.com/nxtbooks/naylor/NRCS0409
http://www.nxtbook.com/nxtbooks/naylor/NRCS0309
http://www.nxtbook.com/nxtbooks/naylor/NRCS0209
http://www.nxtbook.com/nxtbooks/naylor/NRCS0109
http://www.nxtbookMEDIA.com