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<br />I <br /> <br />I <br /> <br />I <br /> <br />a) slump <br />b) air content <br />c) temperature <br />d) strength tests <br /> <br />1.5.5 Provide continuous inspection of concrete and shotcrete placement for proper application <br />techniques. <br /> <br />1.5.6 Inspect curing temperature and techniques on a periodic basis. <br /> <br />1.5.7 Inspect pre-cast concrete members on a periodic basis. <br /> <br />1.5.8 Provide continuous inspection of pier foundations in accordance with Section 1.3. <br /> <br />1.5.9 Monitor concrete, including lightweight insulation concrete, placement at the site. <br /> <br />1.5.10 Mold and field test one set of 4 cylinders for each 50 cubic yards of concrete, or fraction <br />of thereafter, placed in anyone day. Quantities, number of placements, corresponding hours and <br />number of cylinders are estimated below. <br /> <br />ITEM #OF #OF HOURS TOTAL #OF <br /> CU. VISITS PER VISIT HOURS CYLINDERS <br /> YDS. <br />Piers 750 20 1 20 80 <br />Slab & 2000 4 8 32 160 <br />Grade <br />Beams <br />Misc. 1000 30 4 120 120 <br />Cylinder u. 10 3 30 ... <br />Pick-up <br />Totals 3750 64 .u 202 360 <br /> <br />1.6 TASK 5-ASPHALTICCONCRETE <br /> <br />The Consultant will: <br /> <br />1.6.1 Perform core and bag tests in conformance with Specification No. 340S - Hot Mix <br />Asphaltic Concrete Pavement. Three bag samples and three correlating 6-inch cores will be <br />obtained from each day's production. <br /> <br />PSI Conference Center Testing.doc <br /> <br />5 <br />