Assured Self-LR030923~i/,
ALPHA
11~ST/NG, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wlsconsln sr., Sure 100
DaOas, texas 75229
972/620-8911- 972/263-4937 (Metro) '
FAX.' 972/4QS-8023
TESTED FOR ASSURED SELF STORAGE DATE: 09/23/03
DESOTO,TEXAS
PROJECT ASSURED SELF STORAGE FACILITY OUR REPORT NO.: 03373-34
COPPELL,TEXAS
TEST DATA:
TEST
NO.
DATE ELEV.
DEPTH SOIL ID
NUMBER OPTIMUM
MOISTURE
% MA%IMUM LAB
DRY DENSITY
PCF IN PLACE
MOISTURE
% IN PLACE
DRV DENSITY
PCF PERCENT
COMPACTION
COMMENT'
39 09/23/03 FG 6 9.5 130 9.2 125 96 1-A
40 08/01/03 FG 6 9.5 130 8.8 124 95 1-A
TEST LOCATION:
39 PAVING, WEST BOUND LEFT TURN LANE, 1700 E BELTLINE ROAD AT STATION 1+50
40 PAVING, WEST BOUND LEFT TURN LANE, 1700 E BELTLINE ROAD AT STATION 3+00
CC: CITY OF COPPELL
t. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS es cttPlly Su mad
3. LIME STARILfZED C. PERCENT IN PLACE MOISTURE DOES NO7 COMPLY WITH SPECIFICATIONS ~
4. CEMENT TREATED D. RETEST A HA'f~STING, INC.
Our lest results 8 reports are for the exclusive use of the Clrent (and their tlasignatetl reuplanis on file in our office) antl shall not be reprotlucea antllor tlismbuletl except wifn express approval of ALPHA. ilre use
or our name 81esf results must receive our vmtlen approval. Test resutts 8 reports apply only to the samples leslatl antllor observetl. antl are not mtlicaM1Ve of 1be qualities of apparenHy identical or similar specimens.
Geotechnical Engineerng /Construction Materials Tasting /Environmental Engineering /Consulting