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PROJECT NAME Section 26 Pond <br />Tech 1S <br />NWCC. Inc <br />Field Derepty Tests <br />Test Na <br />Date <br />location <br />Proctor Na <br />DeMh (ft) <br />fn-PlaceDry <br />Density (pcD <br />Moisture <br />Content /. <br />Moisture Variance <br />Percent <br />Compaction ('AI <br />Required <br />Compaction I1161 <br />Scecilication <br />13•un-I8 <br />West Hello Kcvvav Center <br />2 <br />1'AB P <br />1105 <br />164 <br />-0 <br />0 <br />9 <br />Density (pol <br />13 -Jun -18 <br />Ent HelfofKcvwav Center <br />2 <br />1'AB P <br />1090 <br />18.1 <br />1.6 <br />98 <br />95 <br />111.0 <br />14 -Jun -18 <br />Wcat ofKaywayenter <br />2 <br />2'AB P <br />1086 <br />17.4 <br />0 <br />4 <br />4- - 18 <br />North East Corner ofKcvway Center <br />2 <br />3' AB P <br />1104 <br />15.6-09 <br />99 <br />95 <br />14 -Jun -18 <br />North W r fK ter <br />2 <br />3'AB P <br />07 <br />-03 <br />7 <br />5 <br />Is -J--18 <br />30' South of K <br />2 <br />BOP <br />109.0 <br />16.2 <br />9 <br />7 <br />18 -JW -18 <br />40'Soulh ofKoyww2 <br />1 B P <br />109,9 <br />16.4 <br />41 <br />99 <br />95 <br />20 -jun -18 <br />15' Northof Rise R <br />3' AT P <br />109.6 <br />17.1 <br />0.6 <br />99 <br />95 <br />9 <br />20 -Jun -18 <br />160' South of tet Wait Side <br />I <br />6" BT P <br />101.7 <br />192 <br />LI <br />96 <br />95 <br />0 <br />20 -jun- 18 <br />140'South ofOudet East Side <br />I <br />1' BTOP <br />102.9 <br />177 <br />-04 <br />97 <br />95 <br />11 <br />21 -Jun -18 <br />105'South of Outlet East S.dc <br />2 <br />3' ATOP <br />DU <br />15.6 <br />-09 <br />100 <br />9 <br />12 <br />21 -Jun -18 <br />SO' South of Outlet West Side <br />I <br />T ATOP <br />101.1 <br />16.2 <br />-1.9 <br />95 <br />95 <br />13 <br />21 -Jun -18 <br />65' South of Oudet East Side <br />1 <br />2" ATOP <br />101.8 <br />16.1 <br />-2.0 <br />96 <br />95 <br />4 <br />Center of Kcvwy <br />I <br />5' ATOP <br />106.1 <br />17.5 <br />-0.6 <br />100 <br />9 <br />13 1 <br />25 -Jun -18 <br />60' South f Outlet <br />1 <br />4' AT P <br />1039 <br />179 <br />-02 <br />98 <br />1 95 <br />6 <br />25 -Jun -18 <br />35' South ofOutlet <br />2 <br />T ATOP <br />1112 <br />166 <br />0.1 <br />100 <br />95 <br />17 <br />26 -Jun -18 <br />15' North of Kevwav <br />IT BT E <br />1084 <br />17.2 <br />07 <br />98 <br />95 <br />18 <br />26 -Jun -18 <br />At Center Line of Kcvway <br />I <br />IT BTOE <br />1030 <br />164 <br />-1,7 <br />97 <br />95 <br />19 <br />26- un -18 <br />IO'SQuth ofKavwav <br />2 <br />I7' BTOE <br />107,1 <br />14,8 <br />-1.7 <br />96 <br />95 <br />20 <br />27- un -OB <br />20' North of Kavwav <br />I <br />I5' BTOE <br />1080 <br />170 <br />-1 1 <br />100+ <br />95 <br />1 <br />27 -Jun -08 <br />Center of Kcvwav <br />1 <br />IS' BTOE <br />1054 <br />174 <br />-07 <br />99 <br />95 <br />22 <br />27 -Jun -08 <br />5' South of Key,. <br />I <br />I5' BTOE <br />1060 <br />182 <br />01 <br />100 <br />95 <br />23 <br />27 -Jun -08 <br />Center of Kevwav <br />1 <br />IS' BTOE <br />1064 <br />16.5 <br />-16 <br />100 <br />95 <br />24 <br />28- -18 <br />30' North of Keywav <br />2 <br />12' BTOE <br />1094 <br />145 1 <br />-20 <br />99 <br />95 <br />25 <br />28 -Jun -1 S <br />25' North of Kevwav <br />2 <br />12' BTOE <br />108,5 <br />14.9 <br />-1.6 <br />98 <br />95 <br />26 <br />28-1 - 8 <br />10' South of Kevwav <br />2 <br />12' BT E <br />111 1 <br />152 <br />100 <br />95 <br />27 <br />28 -Jun -18 <br />5' South of Kevwav <br />2 <br />12' BTOE <br />1069 <br />146 <br />.-13 <br />-1.9 <br />96 <br />95 <br />28 <br />Center of Kevwav <br />2 <br />1 11 12" BTOE <br />1089 <br />162 <br />-0.3 <br />99 <br />9 <br />29 <br />2 -Jul -18 <br />20' N rth of Kevwav <br />2 <br />11 12" BTOE <br />1096 <br />16 <br />04 <br />99 <br />95 <br />0 <br />2 -Jul -18 <br />20'South of Kcywav <br />2 <br />12' BTOE <br />1078 <br />1078 <br />-L6 <br />97 <br />95 <br />31 <br />3 -Jul -18 <br />Center of K-av <br />2 <br />9' BT E <br />1102 <br />14.9 <br />-1.6 <br />99 <br />95 <br />32 <br />3 -Jul -19 <br />Center of Kevw <br />2 <br />9' BTOE <br />1085 <br />153 <br />98 <br />95 <br />33 <br />3 -Jul -18 <br />YS thofKvwav <br />2 <br />10' BTOE <br />111.3 <br />15 O <br />_L5 <br />100 <br />95 <br />4 <br />3 -Jul -18 <br />10' North of K <br />9' BTOE <br />1079 <br />107 <br />8 <br />97 <br />95 <br />35 <br />9- - 8 <br />Center of Kaywa, <br />1 <br />6' BTOE <br />1039 <br />16.9 <br />-1.2 <br />98 <br />95 <br />36 <br />9- -18 <br />5' N rtn of Kqvw. <br />2 <br />G BTOE <br />1115 <br />16.2 <br />-0.3 <br />100 <br />9 <br />7 <br />9 -Jul- 18 <br />5'North of Keyway <br />2 <br />6'BTOE <br />1108 <br />14,5 <br />-20 <br />100 <br />9 <br />38 <br />9 -Jul- 18 <br />5' Sou f Kevw <br />6 1 2' BT E <br />1099 <br />14.8 <br />-1.7 <br />99 <br />95 <br />39 <br />10- I -I B <br />T South f K <br />2 <br />4' BTOE <br />107.9 <br />-0.7 <br />97 <br />9 <br />4010 <br />-Jul -is <br />5' North of <br />4' BTOE <br />108.5 <br />16 <br />-0.4 <br />98 <br />95 <br />41 <br />10 -Jul -18 <br />en C <br />4' BTOE <br />111.8 <br />14 <br />00+ <br />95 <br />42 <br />10- - 8 <br />I O'South of Kevw <br />4' BT E <br />108.1 <br />14 7 <br />-1.9 <br />97 <br />95 <br />43 <br />10 -Jul -185' <br />North of Kqvw. <br />I <br />4' BT E <br />105A <br />17 1 <br />-10 <br />12 <br />95 <br />44 <br />11 -Jul-I 8 <br />Center ofKeyw <br />2 <br />TOE <br />110.0 <br />4 8 <br />-1.7 <br />4 <br />Center of Kcvvay <br />2 <br />TOE <br />108.8 <br />14.7 1 <br />-18 <br />98 <br />9 <br />46 <br />11- I- 18 <br />Center ofK <br />2 <br />T E <br />1093 <br />15.1 1 <br />-1.4 <br />98 <br />95 <br />7 <br />Center of Keyway <br />2I' <br />BTOE <br />08 7 <br />15.3 <br />Comments <br />BSG = Below Subginde Grade <br />SG = Subginde <br />SBG = Subbase Grade <br />BSBG = Below Subbase Grade <br />BCG - Base Course Grade <br />BBCG = Below Base Course Grade <br />FG = Footing Grade <br />BFG = Below Footing Grade <br />BTOT = Beim Top of Trench <br />BEG = Below Existing Grade <br />NEC = Northeast Corner <br />SEC = Southeast Corner <br />NWC = Northwest Comer <br />SWC = Southwest Conner <br />ABOP = Above Bottom of Outlet Pipe <br />BOP - Bottom of Outlet Pipe <br />STOP - Below Top of Pipe <br />BTOE = Below Top of Embankment <br />ATOP - Above Top of Pipe <br />Moisture <br />Relative <br />Relative <br />Proctor <br />Maximum <br />Dry Density (pcD <br />Optimum Mmsture <br />Conten '/.) <br />Scecilication <br />Minimum <br />Maximum <br />ASTM <br />Soil Tvpe <br />Method <br />Na <br />CI-61 <br />Density (pa) <br />Density (pol <br />1 <br />106.0 <br />1&1 <br />D698 Graveliv Saridy Cla, <br />2 <br />111.0 <br />165 <br />D698 Gravelly San& Clay <br />Comments <br />BSG = Below Subginde Grade <br />SG = Subginde <br />SBG = Subbase Grade <br />BSBG = Below Subbase Grade <br />BCG - Base Course Grade <br />BBCG = Below Base Course Grade <br />FG = Footing Grade <br />BFG = Below Footing Grade <br />BTOT = Beim Top of Trench <br />BEG = Below Existing Grade <br />NEC = Northeast Corner <br />SEC = Southeast Corner <br />NWC = Northwest Comer <br />SWC = Southwest Conner <br />ABOP = Above Bottom of Outlet Pipe <br />BOP - Bottom of Outlet Pipe <br />STOP - Below Top of Pipe <br />BTOE = Below Top of Embankment <br />ATOP - Above Top of Pipe <br />