Stoneleigh P2-LR000913 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wi~ons~ St., Sulte I00
Dollos. Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/13/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-11
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oe,mau~ uAx~u~ cas ~N ~ ~N ~.ACE PERCENT
NO. DATE DEPTH~ NUMBER MO~U~ D~Y~SffY MO~U~ nY ~ CO~ACT~ COMMENT*
107 09/13/00 SG 2 17.5 108.5 19.0 106 97 2-A
108 09113/00 SG 2 17.5 108.5 18.5 107 98 2-A
109 09113/00 SG 2 17.5 108.5 18.5 107 99 2-A
110 09113/00 SG 2 17.5 108.5 18.5 107 99 2-A
111 09113/00 SG 2 17.5 108.5 18.7 106 98 2-A
112 09/13/00 SG 2 17.5 108.5 20.3 105 97 2-A
113 09113/00 SG 2 17.5 108.5 20.7 105 97 2-A
TEST LOCATION:
107 BUILDING PAD ff24 - 20' NORTH AND 35' EAST FROM SOUTHWEST CORNER
108 BUILDING PAD ~24 - 15' SOUTH AND 40' WEST FROM NORTHEAST CORNER
109 BUILDING PAD fr25 - 15' EAST AND 30' NORTH FROM SOUTHWEST CORNER
110 BUILDING PAD ff25 - 20° WEST AND 35' SOUTH FROM NORTHEAST CORNER
111 BUILDING PAD #26 - 15' EAST AND 30' NORTH FROM SOUTHWEST CORNER
112 BUILDING PAD #26 - 20' WEST AND 40' SOUTH FROM NORTHEAST CORNER
113 BUILDING PAD #13 - 15' EAST AND 15' NORTH FROM SOUTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL ~~/ ~ ///
LIMEb'FABIMZED C. PERCENT IN PIJ~CE MOi~lIJRE DOES NOT COMPLY WITH SPEClFICA~
CEMENTTREATED D. REI--r_ST
Geotechnicat Engineering · Construction Materials Tesb'ng · Environmental Engineetfng ·
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209 ~ St., Sulte I00
Do#os, Texos 7522~
972/620-891 i - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09113/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-1 lA
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~m~u uNauuu ~ ~ ~u=E ~ ~ P~-RCENT
NO. DATE DEPTH~ NUMBER UCXStt~RE ~RY og~nY ~ Dm'I~NaTY COUPAC'nO~ COMMENT*
114 09113/00 SG 2 17.5 108.5 19.1 108 99 2-A
115 09113/00 SG 2 17.5 108.5 19.9 107 99 2-A
116 09113/00 SG 2 17.5 108.5 19.3 107 99 2-A
117 09113/00 SG 2 17.5 108.5 18.0 107 99 2-A
118 09/13/00 SG 2 17.5 108.5 20.4 103 95 2-A
119 09113/00 SG 2 17.5 108.5 21.4 104 95 2-A
120 09113/00 SG 2 17.5 108.5 20.5 104 96 2-A
TEST LOCATION:
114 BUILDING PAD #13 - 10' SOUTH AND 15' WEST FROM NORTHEAST CORNER
115 BUILDING PAD #14 - 15' SOUTH AND 35' EAST FROM NORTHWEST CORNER
116 BUILDING PAD #14 - 20' NORTH AND 40' WEST FROM SOUTHEAST CORNER
117 BUILDING PAD #15 - 20' SOUTH AND 35' WEST FROM NORTHEAST CORNER
118 BUILDING PAD #15 - 20' NORTH AND 30' EAST FROM SOUTHWEST CORNER
119 BUILDING G-1 - 10' SOUTH AND 10' EAST FROM NORTHWEST CORNER
120 BUILDING G-1 - 10' NORTH AND 15' WEST FROM SOUTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
NATURAL SUI~._~qJM~E
LIMES~AB~ ~ C. I=~RCENTINPIJ~CEMO~'I~RE DO~S NOTCOMPLY~flTHSI~-C~FICA~
CEMENT'rRF~IED D. RE/EST ~
Geotechnicel Engineering · Construcfion Mate#als Testing · Environmerdel Enginee#ng ·