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HomeMy WebLinkAboutPentrometer Test521 NW Enterprise Drive • Port St. Lucie, i orida 34986 IF rAl \ (772) 924-3575 • (772) 924-3580 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Diamond Sands Project ID: 12-1717.00 Address: Hutchinson Island, St. Lucie County, Florida Report ID: D-0007 Client: Phoenix Realty Homes, Inc. Date: 12/4/2014 Permit No: N/A Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Lot No. 35 Stemwall backfill Soil Description: Tan sand, trace shell fragments Proctor / LBR ID: P-002 Max Density (PCF): 108.0 Opt Moisture (%): 11.0%° Test Standard: D 1557 Compaction Required (%): 95.0% !, Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. - (%) Compaction Location % Results Northeast 12 1 118.1 107.2 10.2% 99.3% Pass Center 12 1 116.7 106.3 9.8% 98.4% Pass Southwest 12 1 116.2 106.5 9.1 % 98.6% Pass Northwest 12 2 116.8 106.8 .9.4% 98.9% Pass Center 12 2 117.6 107.3 9.6% 99.4% Pass Southeast i 12 2 118.8 107.5 10.5% 99.5% Pass Northeast 12 3 117.1 106.1 10.4% 98.2% Pass Center 12 3 118.4 106.9 10.8% 99.0% Pass Southwest i 12 3 118.5 106.7 11.1 % 98.8% Pass Testing Gauge Information: Manufacturer: Troxler Model: 3430 . S/N: 34784 Density Standard (DS): , 2173 Moisture Standard (MS): 609 Remarks: Legend tor tlevation: PR = Proofroll 1, 2, 3 = 1 st, 2nd, 3rd Lift SL = Springline FL = Final Lift; SG = Subgrade BG = Below Grade BC = Basecourse BOF = Bottom of Footing TOP = Top of Pipe FG = Finished Grade Test report shall not be reproduced, except in full, without the written approval of GFA International J Environmental • Geotechnical • Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source wwvv.teamgfa.com No ald W. Moler; P.FF LU = Josiorigt06n� r 5