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_DACE 2014-2016 Fee Schedule <br />CONCRETE SAMPLING AND TESTING (Indian River County) <br />Compressive Strength Samples of normal weight concrete (ASTM C-31) $85.00/set <br />Includes: sampling (ASTM C-172), Slump (ASTM C-143) <br />Temperature (ASTNI C-1064), Molding (ASTM C-31) <br />Curing & Testing (ASTM C-39) for 1 Set of Four Test Cylinders <br />Additional cylinders (more than 4 per set) $15.00/cyl. <br />Additional slump tests (more than 1 per set) $10.00/ea. <br />Compressive strength of CMU grout Samples (ASTNI C-1019): $85.00/set <br />Includes, Slump if requested, Temperature and Molding <br />1 Set of Four Grout Prisms <br />Technician Standby time due to construction delays <br />in excess of 1.0 hour per set of cylinders/pnsms $55.00/hr. <br />Sample pick-up if not scheduled with other work $50.00/set <br />Curing and strength testing of concrete samples F.O.B.our laboratory (ASTM C-39): $15.00/cyl. <br />Continuous monitoring of concrete placement $55.00/hr. <br />Air Content by Volumetric Method (ASTM C-173) $35.00/test <br />Air Content by Pressure Method (ASTM C-231) $45.00/test <br />Unit Weight and Yield (ASTM C-138) $45.00/ea. <br />Fineness Modulus $55.00/ea. <br />Concrete blocks (ASTM C-140) <br />Strength tests (gross area basis) $45.00/block <br />Strength tests (net area basis) $75.00/block <br />Absorption $30.00/block <br />Masonry Mortar — 2" x 2" cubes molded at site (3 per set) $90.00/set <br />SAMPLING AND TESTING OF IN-PLACE CONCRETE <br />Core samples <br />Mobilization $100.00/day <br />Technician time (2 man crew) $55.00/man-hr. <br />Core machine $150.00/day <br />Generator (if required) $50.00/day <br />Diamond bit wear - per inch diameter per inch length $0.35/in/in <br />Sample preparation (Measuring, Trimming & Capping) $ 35.00/core <br />Compressive Strength tests $15.00/core <br />Andersen Andre Consulting Engineers, Inc. • 573 SW Biltmore Street, Port St. Lucie, FL 34983 • <br />Ph. (772) 807-9191 • www.aaceinc.com •Contact: David Andre, P.E. dandre(n aaceinc.com <br />Page 2 of 5 <br />