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521 NW Enterprise Drive • Port St. Lucie, Florida 34986 W r ' A (772) 924-3575 • (772) 924-3580 (fax) <br />0/NAT\ <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 Field Tech: <br />Area Tested: Flow Pads, East Side <br />Soil Description: Brown fine sand with rock <br />Robert Liverman <br />Project ID: 12-0982.08 <br />Report ID: D-0095 <br />Date: 3/24/2014 <br />Test Mode: Direct Transmission <br />Proctor / LBR ID: P-3 Max Density (PCF): 126.0 Opt Moisture (%): 9.0% Test Standard: <br />T-180 <br />Compaction Required (%): 98.0% <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 5009 <br />4 <br />27.25 <br />121.0 <br />109.0 <br />10.8% <br />86.5% <br />Fail <br />Grid Line 5009 <br />12 <br />27.00 <br />124.9 <br />111.4 <br />12.1% <br />88.4% <br />Fail <br />Grid Line 5009 <br />12 <br />26.00 <br />123.8 <br />110.7 <br />11.8% <br />87.9% <br />Fail <br />Grid Line 5003 <br />6 <br />27.50 <br />123.1 <br />108.8 <br />13.1% <br />86.3% <br />Fail <br />Grid Line 5003 <br />12 <br />27.00 <br />125.2 <br />110.9 <br />12.9% <br />88.0% <br />Fail <br />i Grid Line 5004 <br />6 <br />27.50 <br />124.9 <br />110.1 <br />13.4% <br />87.4% <br />Fail <br />' Grid Line 5004 <br />12 <br />27.00 <br />127.4 <br />114.7 <br />11.1% <br />91.0% <br />Fail <br />3 Grid Line 5035 <br />4 <br />26.25 <br />126.4 <br />113.2 <br />11.7% <br />89.8% <br />Fail <br />) Grid Line 5035 <br />12 <br />26.00 <br />128.2 <br />114.4 <br />12.1% <br />90.8% <br />Fail <br />1 Grid Line 5028 <br />D <br />6 <br />26.50 <br />131.3 <br />115.9 <br />13.3% <br />92.0% <br />Fail <br />1 Grid Line 5028 <br />1 <br />12 <br />26.00 <br />126.1 <br />113.6 <br />11.0% <br />90.2% <br />Fail <br />1 Grid Line 5015 <br />2 <br />12 <br />27.00 <br />123.1 <br />109.7 <br />12.2% <br />87.1% <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 test but wanted all tests completed. <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 report shall not be reproduced, except in full, without the written approval of GFA International <br />Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections <br />Florida's Leading Engineering Source <br />www.teamgfa.com <br />Res fil�.absa <br />P <br />93r�. <br />0675 'Ion 7 O14 <br />ald W. Mleler, P.E. :� <br />gn <br />ele <br />6, <br />fessio n eer #f is 75 <br />fe3 of lore a P ; wv <br />F�q'Ft��ic r�Adpliance <br />#4r;?/ON A' `%o <br />