Assured Self-LR030602/i/r
/ALPHA TESTING, INC.
2209 WlsconsNy s., sane 100
Dallas, Texas 75229
972/620-6911- 972/263-4937(Meho)
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR ASSURED SELF STORAGE DATE: 06/02/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-4
COPPELL,TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MA%IMUM UB
DRY DENSITY
PCF IN PLACE
MOISTURE
% IN PLACE
Dr:vDENSm
PCF PERCENT
coMPACrION
COMMENT'
16 06/02/03 SG/FG 1 25.5 93.5 26.2 91 98 2-A
17 06/02/03 SG/FG 1 25.5 93.5 26.5 91 97 2-A
18 06/02/03 SG/FG 1 25.5 93.5 25.8 92 98 2-A
19 06/02/03 SG/FG 1 25.5 93.5 26.0 91 98 2-A
20 06/02/03 SG/FG 1 25.5 93.5 25.4 93 99 2-A
21 06/02/03 SG/FG 1 25.5 93.5 25.7 92 99 2-A
22 06/02/03 SG/FG 1 25.5 93.5 26.0 92 98 2-A
TEST LOCATION
16 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD A
17 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD B
18 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD C
19 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD D
20 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD E
21 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD F
22 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD G
CC: CITY OF COPPELL
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NO7 COMPLY WITH SPECIFICATIONS Re ectfull rnJtteO
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST AL A ,INC.
,
Our lest reautls 8 reports ere for the exduaive use of Ne Cliam (arxf Neir tleaignatetl redpienb on file in our olficel entl shell not be reprptlucatl antllor tliatnhute0 exupl xiN express approval of ALPHA. The use
of our name 81eaf resulb moat roceive our vaiaen approval. Test recalls 8 relwde apply onty to Me samples tastetl enaor observeQ and are not inriicagve of the qualities of apparently Itlentical ar similar spedmens.
Geotechnical Engineering Ih Construction Materials Testing (k Environmental Engineering Fr Consulting
~i\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
22x9 W/sconsln Sl., Sulte 100
Dallas, Texas 75229
972/6210.8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR ASSURED SELF STORAGE
DESOTO,TEXAS
DATE: 06/02/03
PROJECT ASSURED SELF STORAGE FACILITY
COPPELL,TEXAS
TEST DATA:
OUR REPORT NO.: 03373~A
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MGSTURE
% MAAMUM lA8
DRY DENSITY
PCF IN PLACE
MOISTURE
% IN PLACE
DRY~NBITY
PCF PERCENT
CAMPACTION
COMMENT'
23 06/02/03 SG/FG 1 25.5 93.5 25.8 93 99 2-A
24 06/02!03 SG/FG 1 25.5 93.5 26.0 94 101 2-A
25 06/02/03 SG/FG 1 25.5 93.5 26.2 94 100 2-A
26 06/02/03 SG/FG 1 25.5 93.5 25.9 94 100 2-A
27 06/02/03 SG/FG 1 25.5 93.5 26.3 93 100 2-A
TEST LOCATION:
23 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD H
24 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD I
25 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD J
26 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD K
27 BUILDING PAD, 5' N AND 10' W FROM SE CORNER OF BUILDING PAD L
CC: CITY OF COPPELL
i. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRAOE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re II bmj(1ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS O//'I
4. CEMENT TREATED D. RETEST ,. ALP P/{ TIN NC.
Our test resulU 8 repots are fa Ne extluaive use of ale Gienl (end tlwir designated reppienla on file in our office) antl shell mt Da repretluratl anmor tlisltlbutetl excep5 xiN expreae approval of ALPHA. The we
of our name b lest results must receive aurvnlten approvM. Test result b repoda apply only ro the samples teslatl antllar observeq end ere ,wt indiuave of the qualiliec or epperenay identlwl or almilar speumans.
Geotechnical Engineering R' Construction Materials Tesling ~ Environmental Engineering Kh Consulting