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4841 GLENWOOD AVE 2018-01-02 MF Import
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4841 GLENWOOD AVE 2018-01-02 MF Import
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Last modified
4/11/2024 2:17:34 PM
Creation date
2/11/2017 5:38:16 PM
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Address Document
Street Name
GLENWOOD AVE
Street Number
4841
Imported From Microfiche
Yes
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COMPACTION TEST REPORT <br /> ��e � Curve No. <br /> -�--i -� uV SpG H88O <br /> _,.. r-i ; r - --�- -f-- - 2.66 asu <br /> 143 +�� �- '-' Test SpeclflcaHon: <br /> � ASTM D 1557-07 Method B Modified <br /> Ovcrsize corrcction npplicd lo cach puint <br /> - Hammer Wt.: 101b. <br /> a �38 Hammer Drop: 18 in. <br /> �' Number of Layers: fivc <br /> 'N _ _ <br /> � - Blows per Layer. 25 <br /> � <br /> - Mold Slze: .03334 cu.it. <br /> 0 133 <br /> Test Performed on Material <br /> - - Passmg 3/S in. Sleve - <br /> " Soll Data <br /> �ZB NM Sp.G. 2.68 esu <br /> LL PI <br /> %>3181n. 18.76 %d1200 <br /> �23 USCS AASHTO <br /> 0 2 4 6 8 10 12 <br /> Waler content, % <br /> TESTING DATA <br /> 1 2 3 4 5 6 <br /> WM+WS 14.18 19.34 19.61 14.45 <br /> WM 9.73 9.73 9.73 9.73 <br /> WW+T#7 790.30 858.10 826.60 789.80 <br /> WD+Tp1 7G9.60 821.90 779.60 723.80 <br /> TARE#1 177.70 178.10 179.00 116.60 <br /> WW+T#2 <br /> Wp+T#2 <br /> TARE#2 <br /> MOISTURE 2,8 4.6 6.9 8.2 <br /> DRY DENSITY 134.8 136.5 190.7 139.5 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED Matorial Descriptlon <br /> Maximum dry dcnsity= 140.5 pcf 135.8 pcf ND tcd 8-I IS2o 9�II <br /> Optinuun moisturc=G.3 % 7.7 % <br /> ProJoct No. 090S-IS Client: Complc�c Ilydrosceding Remarks: <br /> Project: i'opov <br /> • Source: Sample No.: 8880 <br /> �� CASCA[]E TESTING LABORATORY, INC. <br /> I�� ll �ST1NG 61fJr.J�E-GrIQV/ENGiNGC-AS -�� I^'�� <br /> IC\17 II �es�eNe �emr+c�nce <br /> L�-� wHCV+ND,Wn5Fa�1+TON BB03n �2061�3�BB00 signed: <br /> � C 8�� 3�� <br />
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