Stoneleigh P2-LR000928 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dolk~ Texas 75229
972/620-891 ! - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/28/00
DALLAS, TEXAS
PROJECT STONELEIGH l~ RIVERCHASE OUR REPORT NO. 00652-16
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID ~ MAXIMUM LAB IN PI.ACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOISIURE DRY DENSnY CO~PAcno~ COMMENT*
· 150 09/28/00 FG-O.3 2 17.5 108.5 20.6 105 97 1 -A
151 09/28/00 FG-1.0 2 17.5 108.5 18.5 106 98 1-A
152 09/28/00 FG-I.0 2 17.5 108.5 18.8 106 97 1-A
153 09/28/00 FG-O.6 2 17.5 108.5 19.3 105 97 1-A
154 09/28/00 FG-0.7 2 17.5 108.5 20.0 104 96 1-A
155 09/28/00 FG-0.7 2 17.5 108.5 20.5 105 97 1 -A
156 09/28/00 FG-0.7 2 17.5 108.5 20.2 104 96 1-A
TEST LOCATION:
150 BUILDING PAD #15 - 15' SOUTH AND 40' EAST FROM NORTHWEST CORNER
151 BUILDING PAD #15 - 15' NORTH AND 45' WEST FROM SOUTHEAST CORNER
152 BUILDING PAD #15 - 15' SOUTH AND 15' WEST FROM NORTHEAST CORNER
153 BUILDING PAD #15 - 50' WEST AND 25' SOUTH FROM NORTHEAST CORNER
154 BUILDING PAD #14 - 20' SOUTH AND 35' WEST FROM NORTHEAST CORNER
155 BUILDING PAD #26 - 15' WEST AND 20' SOUTH FROM NORTHEAST CORNER
156 BUILDING PAD #26 - 20' EAST AND 20' NORTH FROM SOUTHWEST CORNER
cc;
1. FILL · A. IN PI. AC~ PERCENT MOI~I~IRE AND PERCENT COMPACTION COMFR. YWiTH SPECiFiCATIONS
2. NATURN. SUBGRAZ)E B. P~:~G~ITCOMI~AC/1ONDOESNOTCOMPLYWlTH~PEClFICA'TiON~ ,
3. UME S'I'Ai~I I~l=n C. ~ IN PLACE ~ DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMF_NTTREATED D. RETEST
Geotechnicel Engineering · Construction Materiels Testing · Environmental Engineering '
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2209 WJsconsin St., Sulte I00
Dalk~ Texas 75229
972/620-8911 - 972/2t53-4937 (Metro)
FAX: ~72/405-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/28/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-16A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PI~CE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY ~ENS~Y ~STURE DRY CENSnY CO~ACT~N COMMENT*
· 157 09/28/00 FG-0.8 2 17.5 108.5 17.9 107 99 1 -A
158 09/28/00 FG-0.8 2 17.5 108.5 18.4 107 98 1-A
159 09/28/00 FG-1.6 2 17.5 108.5 20.2 106 98 1-A
160 09/28/00 FG-2.0 2 17.5 108.5 19.1 106 98 1-A
161 09/28/00 FG-3.8 2 17.5 108.5 19.2 107 99 1-A
162 09/28/00 FG-3.2 2 17.5 108.5 19.4 107 99 1-A
163 09/28/00 FG-3.0 2 17.5 108.5 18.8 107 99 I-A
TEST LOCATION:
157 BUILDING PAD #17 - 15' SOUTH AND 15' WEST FROM NORTHEAST CORNER
158 BUILDING PAD #17 - 10' NORTH AND 20' WEST FROM SOUTHEAST CORNER
159 BUILDING PAD #25 - 15' SOUTH AND 15' WEST FROM NORTHEAST CORNER
160 BUILDING PAD #25 - 30' NORTH AND 15' WEST FROM SOUTHEAST CORNER
161 BUILDING PAD #24 - 15' NORTH AND 25' WEST FROM SOUTHEAST CORNER
162 BUILDING PAD #24 - 10' SOUTH AND 50' WEST FROM NORTHEAST CORNER
163 BUILDING PAD ~24 -25' NORTH AND 20' WEST FROM SOUTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL -
1. FILL · & INPLACEPERCENTMOIfTUREANDI=ERGENTC~MPACTiO~C. Ge,~YWri-HSPEClFiGATiONS ~
2. NATtJRALSUBGRADE B. PERCENT COMPACt~)N DOES NOT COMFq. YWITH Si=ECE=ICATIONS ~'!
3. LIMESTABILIZ~D C. PERCENT IN PLACE MOISTURE DOES NOT COMPI. Y WITH SPECIFICATIONS
/
Geotechnicel Engineering · Construction Materials Testing · Environmental Engineering