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521 NW Enterprise Drive • Port St. Lucie, Florida 34986= 9 (772) 924-3575 • (772) 924-3580 (fax) <br />w r <br />FRNA-rx <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 Date: 3/24/2014 <br />Permit No: N/A Field Tech: Robert Liverman Test Mode: Direct Transmission <br />Project ID: 12-0982.08 <br />Report ID: D-0096 <br />Area Tested: Flow Pad, East Side„_ - <br />Soil Description: Brown fine sand with rock <br />Proctor / LBR ID: P-3 Max Density (PCF): 126.0 Opt Moisture (%):_ 9p% Test Standard: T-180 <br />Compaction Required (%): _98..0c/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 />Location <br />(%) <br />% <br />Results <br />Grid Line 5022 <br />8 <br />26.75 <br />128.2 <br />114.6 <br />11.9% <br />91.0% <br />Fail <br />Grid Line SE2 <br />8 <br />27.75 <br />126.6 <br />112.9 <br />12.1% <br />89.6% <br />Fail <br />Grid Line SE2 <br />12 <br />27.00 <br />122.4 <br />110.1 <br />11.2% <br />87.4% <br />Fail <br />Grid Line 5010 <br />4 <br />27.25 <br />129.0 <br />114.3 <br />12.9% <br />90.7% <br />Fail <br />Grid Line 5010 <br />12 <br />27.00 <br />126.0 <br />113.4 <br />11.1% <br />90.0% <br />Fail <br />I Grid Line 5016 <br />12 <br />27.00 <br />127.6 <br />114.1 <br />11.8% <br />90.6% <br />Fail <br />' Grid Line 5023 <br />8 <br />26.75 <br />124.9 <br />110.5 <br />13.0% <br />87.7% <br />Fail <br />Grid Line 5029 <br />6 <br />26.50 <br />127.1 <br />112.6 <br />12.9% <br />89.4% <br />Fail <br />Grid Line 5029 <br />12 <br />26.00 <br />127.7 <br />114.2 <br />11.8% <br />90.6% <br />Fail <br />1 Grid Line 5036 <br />4 <br />26.25 <br />122.9 <br />109.7 <br />12.0% <br />87.1% <br />Fail <br />1 Grid Line 5036 <br />1 <br />12 <br />26.00 <br />126.9 <br />113.9 <br />11.4% <br />90.4% <br />Fail <br />1 Grid Line 5043 <br />2 <br />12 <br />26.00 <br />126.6 <br />114.2 <br />10.9% <br />90.6% <br />Fail <br />Testing Gauge Information: Manufacturer: Troxler <br />Density Standard (DS): 2363 Moisture Standard (MS): 635 <br />Model: <br />3430 S/N: 36442 <br />Remarks: Dan w/ Close Construction was notified of failing results after 1st test but wan; altlt tis completed. <br />t♦♦ O W• /�ti <br />Legend for Elevation: Rey.` <br />COWYYT <br />IPE e,. 60675 e <br />• * 6LC$4 <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 />• :Id .18/1 g' Pop, <br />F' ; i <br />P <br />�.4io <br />J. Engine #: 5 <br />Test report shall not be reproduced, except in full, without the written approval of GFA International Stat�40f `• agrr I 1 � ••\*6'.•,..,?. <br />QZ <br />Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • PIafY id� ��i�n ♦C�la?npliance <br />Florida's Leading Engineering Source "ttttl9`O <br />www.teamgfa.com <br />