Stoneleigh P2-LR000911 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
220~~St.,Suite 100
Do#os, Texos 75229
972/6208911 - 972/263.4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09111/00
DALLAS, TEXAS
PROJECT STONELEIGH ~][ RIVERCHASE OUR REPORT NO. 00652-10
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~MUM MAX~4UM LAB
NO. DATE DEPT~ NUMBER MO~URE O~Y DENaTY MO~TU~E ~Y DENSr~ co~PAc-no~ COMMENT*
87 09111/00 FG-0.6 2 17.5 108.5 19.2 108 99 1 -A
88 09111/00 FG-2.4 2 17.5 108.5 19.0 104 96 1-A
89 09111/00 FG-1.6 2 17.5 108.5 18.3 105 97 1-A
90 09111/00 FG-1.8 2 17.5 108.5 19.5 105 96 1-A
91 09111/00 FG-I.0 2 17.5 108.5 19.0 105 97 1-A
92 09111/00 FG-1.2 2 17.5 108.5 20.2 104 96 1-A
93 09111/00 FG-0.6 2 17.5 108.5 20.7 104 96 1-A
TEST LOCATION:
87 BUILDING PAD #3 - 10' SOUTH AND 10' WEST FROM NORTHEAST CORNER
88 BUILDING PAD #2 - 20' SOUTH AND 20' EAST FROM NORTHWEST CORNER
89 BUILDING PAD #2 - 20' SOUTH AND 20' WEST FROM NORTHEAST CORNER
90 BUILDING PAD #2 - 15' SOUTH AND 15' EAST FROM NORTHWEST CORNER
91 BUILDING PAD #2 - 15' NORTH AND 20' WEST FROM SOUTHEAST CORNER
92 BUILDING PAD #2 - 15' NORTH AND 40' EAST FROM SOUTHWEST CORNER
93 BUILDING PAD ~2 - 15' SOUTH AND 35' WEST FROM NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
1. FILL * ~ INPI.ACE~MOISTUREANDPERCENTCOMPACl~ONCOMPLYWll14SPEClFICATIONS
3. LIMESTABB~'r~ . C. PERCENT IN Fq. ACE MOISTURE DOES NOT COMPLY WITH SPE(3FICA~IONS
4. CEMENT'n~EATED D. RETESt
Geotechnicel Engineering · Construction Mete#als Testing · Environmental Engineering ·
REPORT OF FIELD
COMPACTION TESTS
ALPHA T $TIN , INC.
22og~,,*t.,Su#e 100
~ Texas )5229
972/620-8911 - 972/263.4937 (Metro)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09111/00
DALLAS. TEXAS
PROJECT STONELEIGH ~1~ RIVERCHASE OUR REPORT NO. 00652-10A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~u~ ~ L~ ~ ~ ~N ~.~C~ ~CENT
NO. DATE DEPTH'"~ NUMBER ~ ~Y ~NS,Y UO~TU~ ~Y D~TY CO~'AC,O~ COMMENT*
94 09/11/00 FG-6.0 2 17.5 108.5 20.3 106 98 1 -A
95 09111/00 FG-4.0 2 17.5 108.5 21.3 103 95 1 -A
96 09111/00 FG-2.0 2 17.5 108.5 19.1 106 97 1-A
97 09111/00 FG 2 17.5 108.5 19.0 104 95 1-A
98 09111/00 FG-6.0 2 17.5 108.5 19.7 106 97 1-A
99 09111/00 FG-4.0 2 17.5 108.5 20.8 104 96 1-A
100 09111/00 FG-2.0 2 17.5 108.5 19.5 105 96 1-A
TEST LOCATION:
94 8" SANITARY SEWER UNE 8-1 AT STATION #1+00
95 8" SANITARY SEWER UNE S-1 AT STATION #1+03
96 8" SANITARY SEWER LINE S-1 AT STATION #1+05
97 8" SANITARY SEWER LINE 8-1 AT STATION #1*08
98 8" SANITARY SEWER UNE 8-1 AT STATION #3+00
99 8" SANITARY SEWER LINE S-1 AT STATION f~t3+03
100 8" SANITARY SEWER LINE 8-1 AT STATION #3+05
4. ~ TREATED D. RETEST
Geotechn~cal Engineering · Construction Materials Testing · Environmental Enginee#ng · ~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
972/620-8911 - 9~7 ~)
F~: 97~~3
TESTED FOR SPRING V~ CONSTRUCTION DATE 09/11~0
D~, ~S
PROJECT STONELEIGH ~} RIVERCHASE OUR REPORT NO. 00652-10B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oen~u~ M~XlMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER ~ ~ ~ uo~ru~s BY m;~,,sr~ co~mo~ COMMENT*
101 09111/00 FG-0.6 2 17.5 108.5 19.8 105 96 1-A
102 09111/00 FG 2 17.5 108.5 20.1 104 96 1-A
103 09111/00 FG-6.0 2 17.5 108.5 20.2 103 95 1 -A
104 09111/00 FG-4.0 2 17.5 108.5 18.8 106 97 1-A
105 09111/00 FG-3.0 2 17.5 108.5 18.8 104 96 1-A
106 09/11/00 FG 2 17.5 108.5 18.7 105 97 1-A
TEST LOCATION:
101 BUILDING PAD #2 - 15' SOUTH AND 30' EAST OF NORTHWEST CORNER
102 8' SANITARY SEWER LINE S-1 AT STATION #3+10
103 8" SANITARY SEWER LINE S-1 AT STATION #5+50
104 8" SANITARY SEWER UNE S-1 AT STATION #5+52
105 8" SANITARY SEWER UNE S-1 AT STATION #5+55
106 8" SANITARY SEWER UNE S-1 AT STATION #5+58
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALUSON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
1. RLL * A. IN PLACE P~RC~NT MOISTURE AND PERC~3~T COMPACTION COMPLY WlTH SPEClFICATIONS
2. NA'ruI~SUBi~M3E B. PERCEI~rcoMPAC'I~ON~NOTCOMI~.YWll~I~=~IqCA'IX3N.~ S
4. CEMENTTREATED D. ~
Geotechnical Engine~fng · Con~ Mate~fals Testing · Environmental Enginee#ng