Laserfiche WebLink
COMPACTION TEST REPORT <br />yyM + WS <br />YYAA <br />yyW+T#1 <br />WD+Tii7 <br />TARE #1 <br />yyW+T#2 <br />WD+T82 <br />TARE #2 <br />DRY <br />1 <br />14.08 <br />9.72 <br />670.70 <br />654.20 <br />114.20 <br />Watercontent, % <br />2 <br />14.22 <br />9.72 <br />740.70 <br />710.80 <br />113.50 <br />Curve No. <br />9364 <br />Test SpecHieation: <br />ASTM D 1557-07 Method B Modified <br />Oversize cortection applied to each p��int <br />PreparaUon Method <br />Hammer Wt 101b. <br />Hammer Drop 18 in. <br />Number of Layen f �� <br />Blows per Layer 25 <br />Mold Siu .03334 cu.ft. <br />Test Performed on Material <br />Passing 3/8 in. Siew <br />TESTING DATA <br />3 4 <br />14.34 14.40 <br />9.72 9.72 <br />696.40 726.50 <br />659.50 677.50 <br />112.80 114.20 <br />NM LL PI <br />Sp.G. (ASTM D 854) 2.68asu <br />%a318 in. 22.92 %<No.200 <br />USCS AASHTO <br />Date Sampled 5-25-2010 <br />Date Tested 5-28-2010 <br />Tested By Chad Kuebla <br />5 <br />14.35 <br />9.72 <br />741.60 <br />672.20 <br />113.60 <br />2.4 3.9 5.2 6.7 9.6_ <br />134.3 135.7 136.8 136.3 131.4 <br />ROCK CORRECTED TEST RESULTS <br />Maximum dry density = 136.9 pcf <br />Optimum moisture = 5.6 % <br />Project No. 1005-17 Client: Leo Voight <br />Project: Fleming Strcet Job <br />UNCORRECTED <br />129.9 pcf <br />7.2 % <br />• Source: New Sidewalk Curbline Sample No.: 9364 <br />�"Tj CASCPDE TESTING LABORATORY, INC. <br />�� � '(E6TNG 61NSF'EGTIOI`1 � EfJC�NEERS <br />�7 i' I �29t9 N.F. t2f3ili PLOCE <br />�7L�LJ awa�vw. was-mGraN 9eoaa Izcel e23seoo <br />Matarial <br />Dated 5-25-2010 <br />Checked by: Nick Averill <br />Title: Laborarory Managa <br />