Sandy Lk Med-LR031210Client: C.F. Jordan
Report of Field Compaction Testing
Project: Coppeli Health Center
Report No. 03-1041-1 7
Date Tested: 12/10/03
Technician: J. Pacheco
A~tenal ~at~
SoU Maximum Dry OpUmum
10 Denstty (pc~) Moisture (%)
1 1~1.0 15.3
Distribution:
80 FG
82 FG-0.7
83 FG
In-Place Test Results
File Index: FDT
Specifications
M.C. 2 5
80' N Et 58' E from the northeast corner fo the
buJJdin~. 18" S.S. t 6,0 17.7 107.9 97.2
58' E Et 100' S from the northeast corner of the
building, 15" S. S, 1 6.0 17,6 107.8 97.1
58' E Et 100' S from the northeast corne, r of the
building. 15" S.S. I 6.0 17.8 107.5 96,8
58' E Et 10(7 S from the northeast corner of the
Respectfully Submitted,
INC.
Report of Field Compaction Testing
Client: C.F. Jordan
Project: Copper( Hea(th Center
Report No. 03-1041-17
Date Tested: 12/10/03
Technician: J. Pacheco
Material Oa~
Soil Maxtmum Dry Opt~murn
Distribution:
File Index: FDT
Specifications
M.c. 92 98
In-Place Test Results
15' N Et 70' E from the northeast corner of the
bui[din~J. 2' dom tine. I 6.0 t7.6 108.2 97.5
70 FG-2.10 1§' N Et 70' E from the northeast corner of the
15' N E~ 70' E from the northeast corner of the
buitding. 2" dom tine. ~ 6.0 17.8 108.0 97.3
15' N Et 70' E from the northeast corner of the
buitding. 2' dom tine. I 6.0 17.5 108.3 97.6
73 FG-2.80 10' N E: 55' W from the northeast corner of the
buitdfng. Flit. ~ 6.0 !7,3 107.8 97,1
10' N Et 55' W from the northeast corner of the
bufldfn~. Fitt. ~ 5,0 ~7,6 107.2 96.6
75 FG,1.4 15' N Et 55 W from the northeast corner of the
buitdin~. Fitt. ~ 6.0 ~7.7 107.1 96.5
20' N Et 55' W from the northeast corner of the
buitding. Flit. ~ 6.0 17.4 lOT.S 96.8
20' N Et 55' W from the northeast corner of the
buitdfn~. Fit[, 1 6.0 17.5 t07.2 96.6
80' N ~ 58' E from the northeast corner of the
buitding, 18" S.S. 1 6.0 ~7,7 107.7 97.0
80' N Et 58' E from the northeast corner of the
building. ~8" S.S. ~ 6.0 !7.6 !07.5 96.8
Respectfutty Submitted.
SPERM GLOBAL $£RV~,CE$, INC.