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521 NW Enterprise Drive • Port St. Lucie, Florida 34986 r ' A (772) 924-3575 • (772) 924-3580 (fax) <br />RNA'f\' <br />IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL <br />AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 <br />Project: P.C. South Algal Nutrient Removal Facility <br />Address: 1225 SW 5th Street, Vero Beach, Indian River County <br />Client: Indian River County <br />Permit No: N/A <br />Area Tested: Flow Pad <br />Soil Description: Brown fine sand with rock <br />Proctor / LBR ID: P-3 Max Density (PCF): 126.0 Opt Moisture (%): 9.0% Test Standard: T-180_ <br />Field Tech: <br />Project ID: 12-0982.08 <br />Report ID: D-0098 <br />Date: 4/4/2014 <br />Robert Liverman Test Mode: Direct Transmission <br />Compaction Required (%): 98.0% <br />�_ <br />Probe <br />Depth <br />(in) <br />Elev <br />Wet <br />Density <br />(PCF) <br />Dry <br />Density <br />(PCF) <br />Moist. <br />Compaction <br />(%) <br />% <br />Results <br />Location <br />Grid Line 5049 <br />8 <br />25.75 <br />126.2 <br />112.8 <br />11.9% <br />89.5% <br />Fail <br />Grid Line 5042 <br />12 <br />26.00 <br />129.8 <br />116.9 <br />11.0% <br />92.8% <br />Fail <br />Grid Line 5003 <br />6 <br />27.50 <br />126.8 <br />114.3 <br />10.9% <br />90.7% <br />Fail <br />Grid Line 5004 <br />6 <br />27.50 <br />125.9 <br />113.2 <br />11.2% <br />89.8% <br />Fail <br />Grid Line 5010 <br />4 <br />27.25 <br />123.0 <br />110.1 <br />11.7% <br />87.4% <br />Fail <br />i Grid Line 5010 <br />12 <br />27.00 <br />129.4 <br />116.8 <br />10.8% <br />92.7% <br />Fail <br />r Grid Line 5009 <br />4 <br />27.25 <br />126.4 <br />113.8 <br />11.1% <br />90.3% <br />Fail <br />3 Grid Line 5009 <br />12 <br />27.00 <br />125.2 <br />112.9 <br />10.9% <br />89.6% <br />Fail <br />Grid Line 5015 <br />12 <br />27.00 <br />124.2 <br />110.8 <br />12.1% <br />87.9% <br />Fail <br />1 Grid Line 5016 <br />0 <br />12 <br />27.00 <br />130.8 <br />118.8 <br />10.1% <br />94.3% <br />Fail <br />1 Grid Line 5001 <br />1 <br />6 <br />27.50 <br />129.1 <br />116.4 <br />10.9% <br />92.4% <br />Fail <br />1 Grid Line 5001 <br />2 <br />12 <br />27.00 <br />126.4 <br />114.9 <br />10.0% <br />91.2% <br />Fail <br />Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 36442 <br />Density Standard (DS): 2363 Moisture Standard (MS): 635 <br />Remarks: Dan w/ Close Construction was notified of failing results after 1st <br />Legend for Elevation: <br />PR = Proofroll <br />SL = Springline <br />SG = Subgrade <br />BC = Basecourse <br />TOP = Top of Pipe <br />1, 2, 3 = 1st, 2nd, 3rd Lift <br />FL = Final Lift <br />BG = Below Grade <br />BOF = Bottom of Footing <br />FG = Finished Grade <br />test but wanted all tests completed. <br />Res W$?M f`ii <br />F <br />460675 <br />6/7/207 <br />-o40d W. Moler, P.E. <br />wsior i;Et§naf # b` <br />7Sa\V.•'�� • <br />Test rt t be reproduced except in full without the written approval of GFA International S`t'F Z1 <br />es repo shall <br />no <br />•Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • P1 tfAC`ode, fiance <br />Florida's Leading Engineering Source sillattw <br />�'� <br />www.teamgfa.com <br />