Town Center L4B1-LR011029 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2200 Wisconsin St., Suite 100
Dafla$, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 10/29/01
DALLAS, TEXAS
PROJECT COPPELL TOWN CENTER OUR REPORT NO. 01612-35
COPPELL TEXAS
TEST )ATA:
TEST SOIL ID OF~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
48 10/29/01 SG 1 15.5 101 17.8 99 98 2-A
49 10/29/01 SG 1 15.5 101 19.3 97 96 2-A
50 10/29/01 SG 1 15.5 101 18.3 100 99 2-A
51 10/29/01 SG 1 15.5 101 17.7 99 98 2-A
TEST LOCATION:
48 RIGHT TURN LANE - 5' E AND 50' S FROM NW CORNER
49 RIGHT TURN LANE - 7' E AND 120' S FROM NW CORNER
50 RIGHT TURN LANE - 10' E AND 270' S FROM NW CORNER
51 RIGHT TURN LANE - 12' E AND 200' S FROM NW CORNER
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL ..~~/'/~//~
1 FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS j//~
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R~',~Secfl d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEC'FIC^TIONS .~
4 CEMENTTREATEO D RETEST ..~LPH2
O~r ~est results & re~orts are for the excluswe use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distribL~d exce,l~Wth.
o, ..... a.~e~te.t resu,t, mus,,ece,ve our wn.en appreva, Test resu.s~re.o.s app,, on,, to the samples tested.d,orobse~, and a~e not,ndi~ative o.he.?..s~,
Geotechnical Engineering / Construction Materials Testing /~ Environmental Engineering /~ Consulting