Stoneleigh P2-LR010110 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209 Wisconsin St., Sutte 100
Dolk~ Texas 7.5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972,/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 01 I10101
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-91
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENS~Y COMPACnON COMMENT*
% PCF % PCF
288 01/10101 FG 2 17.5 108.5 18.5 104 96 1-A
289 01/10/01 FG 2 17.5 108.5 19.5 106 98 1-A
290 01110/01 FG 2 17.5 108.5 18.2 108 100 1-A
291 01/10/01 FG 2 17.5 108.5 18.9 107 99 1-A
292 01110/01 FG 2 17.5 108.5 19.1 105 97 1-A
293 01/10/01 FG 2 17.5 108.5 18.7 107 99 1-A
294 01 I10/01 FG 2 17.5 108.5 20.8 103 95 1 -A
TEST LOCATION:
288 20' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #13
289 25' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #13
290 15' WEST AND 25' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #13
291 20' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #14
292 20' SOUTH AND 60' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #14
293 15; NORTH AND 35' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #14
294 25' SOUTH AND 30' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #15
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
FILL * A. IN PI.ACE PERCENT MOISTURE AND PERCENT COMPACTION CC)MI=fY WITH SPECIFICATX)NS
LIMESTABIUZED C. PE~CENTINF~c. ACE MOISTURE DOES NOT COMPt. YWrrHSPECiFiCATIONS
CEMENTll~ATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con§u~i~g /
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wiscor-~ St., Su#e
Dolk~ Texas 75229
972/620-8911 - 972/263-4937 OVletro,)
FAX: ~72./406-8Q23
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 01110/01
DALLAS, TEXAS
PROJECT STONELEIGH {~ RIVERCHASE OUR REPORT NO. 00652-91A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~:qmu~ ~x~u¥ L~ ,N ~C~ ~N ~CE ~DEm
NO. DATE DEPT~ NUMBER MOIS~JRE DRY D~NSIIY ~ DRY DENSITY COMPACTION COMMENT*
295 01110/01 FG 2 17.5 108.5 19.4 106 97 1-A
296 01/10/01 FG 2 17.5 108.5 18.8 105 97 1-A
297 01/10/01 FG 2 17.5 108.5 20.1 104 96 1 -A
298 01/10/01 FG 2 17.5 108.5 19.8 106 97 1-A
299 01/10/01 FG 2 17.5 108.5 17.8 109 100 1-A
300 01/10/01 FG 2 17.5 108.5 19.2 105 97 1-A
301 01/10/01 FG 2 17.5 108.5 19.4 105 97 1 -A
TEST LOCATION:
295 20' SOUTH AND 55' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #15
296 25' NORTH AND 20' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #15
297 15' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #16
298 25' SOUTH AND 50' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #16
299 20' WEST AND 25' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #16
300 PAVING - 40' EAST AND 40' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #5
301 PAVING - 50' EAST AND 35' 8OUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
CI~4ENTll~TED D. ~ -AL~
Geotechnical Engineering · Con~ Materiels Testing · Environmental Engineering · Co
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite ~00
Dallas, Texas 75229
972/620-8911 - 972/263.4937 (Metro)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 01110/01
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-91B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID Om~UM M~eUUM L~ ~ ~CE IN ~ PERCENT
NO. DATE DEPT~,,~ NUMBER MOIS71JRE DRY DENSITY MOISTURE DRY DENSITY COMP^C"rloN COMMENT*
302 01/10/01 FG 2 17.5 108.5 19.1 105 96 1-A
303 01/10/01 FG 2 17.5 108.5 17.8 107 98 1-A
304 01/10/01 FG 2 17.5 108.5 18.5 105 96 1-A
305 01110/01 FG 2 17.5 108.5 17.5 107 98 1-A
306 01/10/01 FG 2 17.5 108.5 18.0 108 100 1-A
307 01/10/01 FG 2 17.5 108.5 17.5 110 101 1-A
308 01/10/01 FG 2 17.5 108.5 17.7 109 100 1-A
TEST LOCATION:
302 PAVING - 25' EAST AND 35' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD
303 10' NORTH AND 15' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #G1-B
304 10' NORTH AND 35' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~G1-B
305 10' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD #GI-B
306 10' SOUTH AND 10' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD ~--,1-C
307 10' SOUTH AND 40' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD ~.~1-C
308 10' NORTH AND 15' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #GI.-C
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL .
FILL * A. IN PI.ACEPERCENTMOISq%IREANOPERCENTCO~PACTiONCOMPLYWlTHSPECiRCATiONS
LIMEffiTABJUZED C. PERCENTIN PLACEMO~TURE DOES NOTCOMpI_YWITHSPECiFiCATtONS
CEMENT'IREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·