Assured Self-LR030514
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
22(14 Wisconsin ST., Suite 100
Dallas, Texas 75229
972/6248911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR ASSURED SELF STORAGE DATE: 05/14/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-3
COPPELL,TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
Mo~sruRE
9A MA%IMUM LAB
oar oENSirr
PCF IN PLACE
MoisTUaE
'K IN PLACE
DRY DENBITV
PCF PERCENT
coMPACTION
COMMENT'
1 05/14/03 FG-2.0 1 25.5 93.5 26.3 93 100 1-A
2 05114/03 FG-2.0 1 25.5 93.5 26.7 94 101 1-A
3 05114/03 FG-2.0 1 25.5 93.5 27.4 90 96 1-A
4 05/14/03 FG-2.0 1 25.5 93.5 26.0 92 99 1-A
5 05114/03 FG-2.0 1 25.5 93.5 27.5 91 97 1-A
6 05/14/03 FG-1.0 1 25.5 93.5 28.5 91 97 1-A
7 05/14/03 FG-1.0 1 25.5 93.5 28.5 90 97 1-A
TEST LOCATION:
1 WATER LINE "A" AT STATION 3+00
2 WATER LINE "A" AT STATION 6+00
3 WATER LINE "A" AT STATION 9+00
4 WATER LINE "A" AT STATION 12+00
5 WATER LINE "A" AT STATION 14+00
6 WATER LINE "A" AT STATION 3+00
7 WATER LINE "A" AT STATION 6+00
cc CITY OF COPPELL
1 4ILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEGFICATIONS
2 NATURAL SURORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
9 LIME STABILIZED C. PERCENT IN F'LACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
n CEMENT TREATED D. RETEST
oo, msr reaers x capons are roc me exnusNe use or [ne cnent (ana mea nesynaree reupienrs on ule .n our onve7 ana snail not be repmeucee aneror eis[rv
of our name A test reaul[s must receve our carmen approval. Test results A reports apply only [0 [ne samples testetl antlbr observed. and are not intlicaWe
express approval pl ALPHA. The use
apparently itle a/al or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
z2oo wrsconsrn st., surre loo
Dallas, Texas 75229
972/620-b91 I - 972/263-4937 (Metro)
FAX: 972/4016-8023
TESTED FOR ASSURED SELF STORAGE DATE: 05/14/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-3A
COPPELL, TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MPXIMUM LAB
DRV OENSITr
PCF IN PLACE
MOISTURE
% IN PLACE
DRV DENSITr
PCF PERCENT
COMPACTION
COMMENT'
8 05/14/03 FG-1.0 1 25.5 93.5 25.6 94 101 1-A
9 05/14/03 FG-1.0 1 25.5 93.5 26.7 92 98 1-A
10 05/14/03 FG-1.0 1 25.5 93.5 28.2 91 97 1-A
11 05/14/03 FG 1 25.5 93.5 27.4 91 98 1-A
12 05/14/03 FG i 25.5 93.5 26.7 93 100 1-A
13 05/14/03 FG 1 25.5 93.5 28.2 90 96 1-A
14 05/14/03 FG 1 25.5 93.5 27.1 93 99 1-A
TEST LOCATION:
8 WATER LINE "A" AT STATION 9+00
9 WATER LINE "A" AT STATION 12+00
10 WATER LINE "A" AT STATION 14+00
11 WATER LINE "A" AT STATION 3+00
12 WATER LINE "A" AT STATION 6+00
13 WATER LINE "A" AT STATION 9+00
14 WATER LINE "A" AT STATION 12+00
cc CITY OF COPPELL
'. 4-ILL ' A. IN F'LACE PERCENT MOISTURE ANO PERCENT COMPACTION GOMF'LY WITH SPECIFICATIONS
NATURAL SUPGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
"• LIME STAPILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS L
-~ CEMENT TREATED D. RETEST /
. nu VSl ,esults A reports ar¢ for Rle exclusive use of [he Qient (anO lhert tlesgnaletl reupien[s on Ille rn our pRicel am shall not be reprotluca0 an0lor tlst(,butetl
,r oiu ramp A Ipsl IesUlls must fecervB Ou! wrRlen app,oval T25t !esults A lepORS apply Only 10111¢ samples test¢tl antl/Or ObseNetl, antl efp nOt intllca[NB Of IM1p
with express appmv of ALPHA. The use
s of apparently itl tical or smilar specimens.
Geolechnical Engineering I Construclion Materials Testing I Environmental Engineering /Consulting
/%\
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., suite 100
Dallas, texas 75229
972/620-8911. 972/263-4937 (Meho)
FAX: 972/4016-8023
TESTED FOR ASSURED SELF STORAGE DATE: 05!14/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-3B
COPPELL,TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MA%IMUM LAB
DRV DENSITY
PLF IN PLACE
MOISTURE
% IN PLACE
DRY OENSITY
PCF PERCENT
COMPACTION
COMMENT'
15 05/14/03 FG 1 25.5 93.5 28.0 92 98 1-A
TEST LOCATION:
15 WATER LINE "A" AT STATION 14+00
cc CITY OF COPPELL ~,
t RLL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
:' .JATURAL SUB6RADE A. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R ec Su~
uorl- ST ARILIZED C PERCENT IN F'LACE MOISTURE DOES NOT COMPLY WITH SF'ECIRCATIONS
- ;:E.I~AFfil TREATED D. RETEST LPH N IP
nu msl results v, reports are rot Pe exclusive use of Ina Client (antl Inmr Oeslgnaletl retlplents on Ille In om ofli<e) antl snarl not be repmtlucetl antl/or tllet utetl ex p[ with express ap
- n u name K test results must receive our wrMen approval. Test results 8 repotls apply only to the samples [es[etl antllor onserve0. antl are no[ Intlicatrve of [rte elhies of apparently
ALPHA. The use
or smilar specimens.
Geotechnical Engineering I Construction Materials Testing /Environmental Engineering I Consulting