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HomeMy WebLinkAboutExisting Sand Sieve analysis 4.6.2026down cape engineering, inc. SIEVE SOILS ANALYSIS 26 GRANDVIEW DRIVE, S. YARMOUTH.xlsx DATE OF REPORT: 4/6/2026 JOB : GRAIN SIZE ANALYSIS -SIEVE TEST SITE: 26 GRANDVIEW DRIVE, SOUTH YARMOUTH LOCATION: PATRICK TOWLE SAMPLE SIEVE ANALYSIS Weight Sample(Grams): 87.5 SIZE WEIGHT RETAINED % RETAINED % PASSED I ---...........••.................•.•••....•............•.. -------------..•...••..,_.•.....(sum......__._.._._.........••.,..••.•.-1.•..•_.. ------------- 1" 0.00 0% 100.0% 3/4..--------.......-.-. .....•....•...•........................ ...... /4 " _.........._. ".'- 0.0 __ 0.0010 100.0% 1/2" 0 0%---------1 00.0% 3/8" ,;-------------- 0.0 0.0%l 100.0% --------------..•.-...._.•._..•..___................._.._._....................••..•• #4 ------------------%- 0.0 --------------- 0 0 o - 100.0 /o --------------..._.............•.............•....•....•........•....._........._............. #10 - 1.0 _________ ----,........................_..-.........-..•.•.....w... 1.1% 98.9% #20 11.3 12.9% 87.1 % #40 42.81 48.9%1 51.1% #50 62.1- 710% 29.0% #100 83.l' 5.0% --------------__.............................•...••••.•....•..•.••....w.... #200 ....... ................---- 86.6 _95_ -- - - ------------------ ----- -- ----- 99.0% 10% ----------------....••_.•.••_..•.-••....•............._..............- .....•._--------- PAN:I 1--------------------87.4----------- ---------------- ------------------------------ 100.%L------------0.0% - SAMPLE: 87.51 NOTE:TEST ON PASSING #4 ONLY, 0.0% RETAINED ON #4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING #4 SIEVE: #4 100% (TEST ONLY MATERIAL PASSING #4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >99% SAND RESULTS: PERMEABLE MATERIAL -CLASS I <2MINAN. MATERIAL (0.74GPD/SQ.FT) NONCOMPACTED SOIL DESCRIPTION: MEDIUM/COARSE SAND a� �HOFI�{gsS DANIELA. o OJALA -4 CIVIL N No.46502 �aISTER sS10NAL ECG