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Effects of Ground Granulated Blast Furnace Slag in Portland Cement ...

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days until that determ<strong>in</strong>ation could be made. Length change was measured us<strong>in</strong>g a vertical<br />

length comparator. To f<strong>in</strong>d the length change at a given age the average percentage length<br />

change for the three specimens was found. Equation 2 from ASTM C157 was used to f<strong>in</strong>d<br />

the percentage length change for each prism.<br />

∆L x = (CRD – <strong>in</strong>itial CRD)/G *100 (Eqn. 2)<br />

∆L x = length change <strong>of</strong> specimen at any age, %<br />

CRD = difference between the comparator read<strong>in</strong>g <strong>of</strong> the specimen and the<br />

reference bar at any age<br />

G = gage length (10 <strong>in</strong>.)<br />

Two length comparators were used <strong>in</strong> measur<strong>in</strong>g the specimens. A second comparator<br />

became necessary because some <strong>of</strong> the specimens were stored <strong>of</strong>fcampus at the WisDOT<br />

central <strong>of</strong>fice laboratories. Instead <strong>of</strong> transport<strong>in</strong>g the dial comparator to the secondary<br />

location, a digital comparator was purchased to measure the specimens located at the<br />

secondary facility. A discrepancy was found to exist between the standard bar <strong>of</strong> the dial<br />

comparator and the standard bar <strong>of</strong> the digital comparator. To reconcile this difference, Eqn<br />

2 was adjusted. The value <strong>of</strong> .0101 was added to CRD when us<strong>in</strong>g the new digital<br />

comparator. This value was used because the reference bar supplied with the digital<br />

comparator was .0101 longer than the reference bar <strong>of</strong> the older comparator.<br />

Scal<strong>in</strong>g blocks were prepared <strong>in</strong> accordance with ASTM C672. Approximately seven days<br />

before <strong>in</strong>itiat<strong>in</strong>g the br<strong>in</strong>e pond test<strong>in</strong>g, foam dikes were applied to the specimens to reta<strong>in</strong><br />

the deicer solution. Compressed air was used to clear the surface <strong>of</strong> the blocks <strong>of</strong> any loose<br />

debris. Next, two one-quarter <strong>in</strong>ch passes <strong>of</strong> a foam <strong>in</strong>sulation material were applied to the<br />

specimen surface. 1 The foam <strong>in</strong>sulation expanded after application so the width <strong>of</strong> the foam<br />

was approximately one <strong>in</strong>ch wide around the perimeter <strong>of</strong> the block surface and three-quarter<br />

<strong>in</strong>ches high. After the <strong>in</strong>sulation set, eight m<strong>in</strong>utes accord<strong>in</strong>g to the manufacturer, a quarter<br />

<strong>in</strong>ch bead <strong>of</strong> caulk was applied to the <strong>in</strong>ner and outer surfaces <strong>of</strong> the dike where the<br />

<strong>in</strong>sulation met the concrete. 2 The caulk was applied to provide an extra barrier to water<br />

leakage.<br />

Scal<strong>in</strong>g tests were performed accord<strong>in</strong>g to ASTM C672 with two modifications. First, C672<br />

specifies that the specimens be subject to a temperature <strong>of</strong> -18°C for 16 to 18 hours and 23°C<br />

for 6 to 8 hours. This was modified to -20°C for 20 hours and 30°C for 4 hours. The room<br />

<strong>in</strong> which the specimens were placed conta<strong>in</strong>ed 120 blocks and was only capable <strong>of</strong> achiev<strong>in</strong>g<br />

temperatures <strong>of</strong> -20°C, so the modification was made to ensure that the blocks were<br />

completely frozen. A thermocouple was placed <strong>in</strong>side one block, and the observed values<br />

confirmed that the blocks were frozen below 0°C consistently. The higher temperature <strong>of</strong><br />

30°C was specified so that the blocks would adequately thaw <strong>in</strong> the four hour time period.<br />

All specimens were subjected to 100 freeze/thaw cycles. The br<strong>in</strong>e pond was a 4% solution<br />

<strong>of</strong> sodium chloride.<br />

1 Great Stuff w<strong>in</strong>dow and door <strong>in</strong>sulat<strong>in</strong>g foam sealant, manufactured by Dow Chemical.<br />

2 DAP Alex Plus Acrylic Latex Caulk plus Silicone, a w<strong>in</strong>dow and door <strong>in</strong>door/outdoor caulk.<br />

7

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