Mansions Phase 1-LR 980610 Rone Engineers. Inc. !12-- Goodnight Lane Tel. (972) 241-45;7 -- RoneEnaineers
J
Dal:as. Foq Wor':h Dallas. Texas Metro (972) 263-1555
75229 Fax ,1972) 241-5174
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: Western Rim Services PROJECT: blansions By The Lake
DATE: June 10. 1998 OUR REPORT NO.: 3137-D7429-204
TEST DATA: STANDARD: ADJUSTMENT DATA:
MAXIMUM OPTIMUM IN PLACE IN PLACE IN PLA. CE
SOIL ',D LAB DRY MOISTURE WET DRY MOISTURE PERCENT
TEST NO DEF)TH NUMBER DENS;TY CONTENT DENSITY DENSITY CONTENT COMPACTION COMMENT
': -3 ~. !6.6 9.9 133 !2_0.0 'O 6 102 9 2:A
2 6 !16.6 9.9 122 '11 C 99 95.2 I 2:A
I I
TEST LOCATION: GAUGE MAKE: TROXLER MODEL: SERIAL NUMBER:
I ,ON GRADE (5' ABOVE STORM SEVVERL 150' NORTH, OF SEWER INLET iNTO LAKE- L:NE C-2
2 ON GRADE (5' ABOVE STORM SEWER~ 200' NORT~ C,F SEWER :.NLET INTO LAKE- L',NE C-2
NOTES:DENSI-tES SHOWN: Lbs. percu~ic foot ' elL_ MA-E~ AL ".TES- RESULTS COMPLv WITH SPECIF:CAT:CNS
MOISTURE ,CONTENT Percent 3f ,try, we,ght 2. 5ACKFiL_ B RECCMPACTiCN REQUIRED
PERCENT COMPACT',ON: Based on maximum 3 SASE COURSE C. WEST iS AFTER RECCMPACTiON
dp;/ deqs;ty cb~a:r~ed or;. sample 4 S.JBGRADE '..;ATER.A_S D. MO;STURE CCNT=-.%T OUT CF SPEC;F!CAT;CN
ir-dica~ed by so.' ID q~.moer. 5 STABIL.ZED SUEGRADE
6. OTHER
REMARKS: ~CTS Of RESIDUAL GRAVEL ON GRADE LEVEL
TEC,'-NiC',A;.;. K. Courtier VISUAL DESCRIPTION OF MATERIAL - 116.6-BRCWN CLAY S.2;.D
D!S~R BUT ar.J:
(1: .'.olr. Richard E. Simmons. Western R.m Ser',qces
(1 i Mr. Larry -D, av!s; C,ty of Coope!l
(1 ! Mr M;ke Nodge C;ty of Coppell CMT'~9.P-~~sor
,1: Mr ~ony Martin' Newpo~C',assic
.1~ Mr ,Doyle Damron; C D Cons-'.ruction Cons.;.t:ng
~,ST'/ D £9££ .;, L:'_-~." 7
-qCNE =NG;NEERS INC.