Old Townhomes-LR040624
LIME DEPTH
ALPHA TESTING, iNC. CHECK REPORT
2209 Wisconsin St„ Suite 700
Dallas, Texas 75229
972/6268911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: CARBON CONSTRUCTION DATE: 06/24/04
RICHARDSON,TEXAS
PROJECT: OLD COPPELL TOWNHOMES OUR REPORT NO.: 03992-20A
COPPELL,TEXAS
AREA OF WORK: MOBLY WAY AND MCNEAR DRIVE
REQUIRED DEPTH: 6 INCHES
TEST LOCATION(S):
1. MOBLEY WAY AT STATION 1+00
2. MOBLEY WAY AT STATION 2+80
3. MCNEAR DRIVE AT STATION 1+00
4. MCNEAR DRIVE AT STATION 3+00
REMARKS.
CC
DEPTH OF
LIME (IN.)
7
7
7
7
Respectfully Submitted
~/~,`C~~~~~
AARON COTTON, JR.
ALPHA TESTING, INC.
o.,r rn,; res~us ena ~epnns are m.rne e..clus~~e use or me aienr rasa me~r tles~gnaree reop~enrs on me :n our orxcel am shau nor he repmducea ammr msrnhmea e,cepr wlm express
appmeal or AI pHF me use or our name and rest results must reCerve our wnlren approval Test results aria reports apply only to the samples resretl anaor observetl. aria ara not mdmarlve
of trip 4ualilie5 cr appdrenliy ipenliCel o~simila~ Specimens
Gootechnical Engineering / Construction Materials Tesfing / En v6onmental Engineering 1, Consulting
///%\
/ALPHA TESTING INC.
2209 Wisconsin Sf., Suife 1Q0
Dallas, texas 75229
9 72/6 20. 8 9 1 ] - 972/263-4937 (Metro)
TESTED FOR
REPORT OF FIELD
COMPACTION TESTS
CARBON CONSTRUCTION
DALLAS, TEXAS
PROJECT:
TEST DATA:
TEST
NO DATE
147
1
OLD COPPELL TOWNHOMES
COPPELL,TEXAS
DATE: 06/24/04
OUR REPORT NO.: 03992-20
ELEV.
TH SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NUMBER MolsruRE
% oqv oENSlrv MolsruRE oar oENSm coMPACrION COMMENT"
PCF % PCF
SG 4L 17.5 105.5 18.9 101 96 1_q
SG 4L 17.5 105.5 17.1 102 96 1-A
SG 4L 17.5 105.5 18.6 102 97 1-A
SG 4L 17.5 105.5 18.9 106 100 1_A
EST LOCATION: PAVING
147 MOBLEY WAY AT STATION 1+00
148 MOBLEY WAY AT STATION 2+80
149 MCNEER DRIVE AT STATION 1+00
150 MCNEER DRIVE AT STATION 3+00
CC: NONE
1 FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS e ectfully Snp t d
4. CEMENT TREATED D. RETEST t~ ~ /~~
AAR NCO . Jp.
Om lest ~esuls and ~epons a~e for the exclusive use o~ me Ci~ent (and Iner Oesgnareh reupiems on Lie m our oHme) antl shall not De repiotlucetl anmor mstnbut tl e~ceAt w~hSexN essla C.
ALPHA I he use of our name an0 test results mesl receive owwu¢en approval Test results an0 re nits a i P P~ Ppmval of
appaienlly itlen0[ai of smnlar speomens P PP Y only to me samples leslad antl/or ob5ervetl. antl are nod md¢allve o%he Qaalines of
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting