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HomeMy WebLinkAboutDensity & Water Content 10-31-14305 �i 03: ('y • r11, p.m. 10-31-2014 in 521 NW Enterprise Drive • Part St. Lucie, Florida 34985 (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: Riverbend Project ID: 13-0183.00 Address: 5 cie Florida Report ID: D-0117 Date: 1012312014 Client: Standar o South Florida Permit oS 111 f - 033 J Field Tech; Daniel Decaro Test Mode: Direct Transmission Area Teste . Pad ........... .... Soil Description: Tan fine sand, trace roots Prnrtnr I I BR ID: P-0001 Max Density (PCF): 106.0 Opt Moisture (%): 12.5% Test Standard: 7-180 Compaction Required (°/a): 95.0% Probe Depth (in) Eiev Wet ensity [[(PCF) Dry Density (PCF} Moist. (°/6) Compaction o/a Results Location Northeast 12 0-1 116.0 104.3 11.2% 98.4% Pass Center 12 0-1 117.0 104.8 11.6% 98.9% Pass Southwest 12 0-1 116.6 105.2 10.8% 99.2% Pass s 3 B 0 1 2 Testing Gauge Information: Manufacturer: Troxler Model: 3430 SIN: 3411i4 Density Standard (DS): 2173 Moisture StandfirAIMS): 609 Remarks: Testing Completed - Below Slab Grade 4�t® � t0 ,�,..... pGEN �adr,�� Legend for Elevation: 4. f2e�pectfu�i�Sliia rdi PR = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift GRp 916fitr7' •• n SL = Springline FL = Final Lift FBPE CA ft 30 SG = Subgrade BG = Below Grade "D A Lf�" �- r' .. a BC = Basecourse BOF = Bottom of Footing t td.f +ll,; 23':3'Il.r °•• fd` .. M eL., . TOP = Top of Pipe FG = Finished Grade O • o rf��f'ro(Iegiiav�i��r # 60675 Test report shall not be reproduced, except In full, without the written approval of G_FA International r % p Environmental • Geotechnical . Construction Materials Testing a Special and Threshotd Inspections • F1WRAO&W and Code Compliance Florida's Leading Engineering Source www.teamgfa.com RECEIVED OCT 312014