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HomeMy WebLinkAboutDENSITY - WATER CONTENT OF SOIL521 NW Enterprise Drive • Port St. Lucie,,,-,i,rida 34986 C7/ ■ /�� 15-�c3-0Y(al' (772) 924-3575 • (772) 924-3580 (fax) BY '�TFRNATtOaP� St. Lucie County IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Riverbend Project ID: 13-0183.00 Address: St. Lucie County, Florida Report ID: D-0128 Client: Standard Pacific Homes, South Florida Date: 6/12/2016 Permit No: N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Lot No. 43 - Foundation Pad Soil Description: Tan Fine Sand Proctor / LBR ID: P-6 Max Density (PCF): 116.0 Opt Moisture (%): 10.2% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (%) Results (in) (PCF) (PCF) 1 Northeast 12 0-1 125.7 115.2 9.1% 99.3% Pass 2 Center 12 0-1 125.8 115.8 8.6% 99.8% Pass 3 Southwest 12 0-1 124.4 114.2 8.9% 98.4% Pass a Northeast 12 1-2 125.6 114.7 9.5% 98.9% Pass 5 Center 12 1-2 125.0 114.4 9.3% 98.6% Pass 6 Southwest 12 1-2 126.1 115.6 9.1 % 99.7% Pass 7 Northeast 12 2-3 126.0 115.1 9.5% 99.2% Pass 8 Center 12 2-3 125.9 114.8 9.7% 99.0% Pass 9 Southwest 12 2-3 124.8 114.3 9.2% 98.5% Pass 1 0 Apy1 1 LI 2 Testing Gauge Information: Manufacturer: Troxler Model: 3430 SIN: 34784 Density Standard (DS): 2173 Moisture Standard (MS): 609 Remarks: Testing Completed Below Slab Grade Legend for Elevation: � �uuurq Reo tIlou f PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift ` SL = S rin line FL =Final Lift = Subgrade BG = Below Grade V*4SG ?BC = Basecourse BOF = Bottom of Footing 6iiz ots X115Onald TOP = Top of Pipe FG =Finished Grade W. Moler, P.E. ft6fesst(F�tg+�n-er 975 approval of GFA International IOflda Test report shall not be reproduced, except in full, without the written Environmental . Geotechnical • Construction Materials Testing • Special and Threshold Inspectioniopx T�,Ra`vi Cy� 01pliance Florida's Leading Engineering Source