Stoneleigh P2-LR000923 ALPHA TESTING, INC.
DALLY FIELD REPORT
FAX: 97~~3
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 09~23~00
DALLAS, TEXAS
PROJECT: STONELEIGH ~} RIVERCHASE OUR REPORT NO: 00652-15
COPPELL, TEXAS
TECHNICIAN: D.H.
WEATHER: CLEAR TEMPERATURE RANGE: 80 TO 85
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
THE TECHNICIAN OBSERVED THE LIME SLURRY PRESSURE INJECTION PROCESS FOR PAD AREAS
INDICATED BELOW:
BUILDING PAD # AREA PASS NUMBI=R
#1 CENTER 2
~IN CENTER 1
ALL AREAS OBSERVED APPEARED TO COMPLY WITH APPLICABLE SPECIFICATIONS.
A TOTAL OF 14 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR BUILDING PADS. SEE ATTACHED
REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
GEORGE WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geotechnical Engir. cc.-fng · Construc6on Materiels Tes~'ng · Envfronmental Engincc.'fng · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2209~~t.,Sulte I00
Do#os. Texas 75229
972/62'0-8911 - 972/263-4937 (Metro)
FAX: 972/406-8Q23
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/23/00
DALLA8, TEXAS
PROJECT STONELEIGH {~ RIVERCHASE OUR REPORT NO. 00652-15A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oma~uu uAx~uu cas ~ ~CACE ~ PEACE PERCENT
NO. DATE DEPTI~ NUMBER UOmTU~E O~¥ OENSn~ UO~qtX~E O~Y ORNerY CO~'~ON COMMENT*
136 09/23/00 SG 2 17.5 108.5 1g.9 104 96 2-A
137 09/23/00 SG 2 17.5 108.5 17.9 103 95 2-A
138 09/23/00 SG 2 17.5 108.5 19.3 104 96 2-A
139 09/23/00 SG 2 17.5 108.5 18.5 106 98 2-A
140 09/23/00 SG 2 17.5 108.5 19.2 105 97 2-A
141 09/23/00 SG 2 17.5 108.5 19.9 104 96 2-A
142 09/23/00 SG 2 17.5 108.5 19.9 107 98 2-A
TEST LOCATION:
136 BUILDING PAD #17 - 15' EAST AND 15' NORTH FROM SOUTHWEST CORNER
137 BUILDING PAD #17 - 15' WEST AND 15' SOUTH FROM NORTHEAST CORNER
138 BUILDING PAD #16 - 15' NORTH AND 30' EAST FROM SOUTHWEST CORNER
139 BUILDING PAD #16 - 20' SOUTH AND 35' WEST FROM NORTHEAST CORNER
140 BUILDING PAD #19 - 35' SOUTH AND 20' WEST FROM NORTHEAST CORNER
141 BUILDING PAD #19 - 20' EAST AND 40' NORTH FROM SOUTHWEST CORNER
142 BUILDING PAD #18 - 10' WEST AND 15' SOUTH FROM NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALUSON, CITY OF COPPELL - //A __
JAN BERTRAND, CITY OF COPPELL
1. FILL * & iNFI.ACEPERCENTMOiSTUREANDPERCENTCOMPAC1toNCOMPJ-YWTrHSPEClFiCATtONS
4. CEMENTTREATED D. REI'E~T
Geotechnicat Engineering · Construction Materiels Testing · Environmental Engineering
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN , INC.
2209~St..Su#e I00
Do#o~ Texas 75229
972/620.8911 - 972.,/263.~937 (Metro)
FAX:
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/23/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-15B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID ommu~ u~muu LAS ~N ~ ,N ~
NO. DATE DEPT~ NUMBER UO~URE Dm' OENanY ~ DRY DENSITY cot~"no. COMMENT*
· 143 09/23/00 SG 2 17.5 108.5 20.4 105 97 2-A
144 09/23/00 FG-1.7 2 17.5 108.5 20.1 106 97 1-A
145 09/23/00 FG-0.7 2 17.5 108.5 19.6 107 98 1-A
146 09/23/00 FG-0.7 2 17.5 108.5 20.3 105 97 I.-A
147 09/23/00 FC_.-~.3 2 17.5 108.5 18.4 107 98 1-A
148 09/23/00 FG-0.3 2 17.5 108.5 20.6 105 96 1-A
149 09/23/00 FG-O.3 2 17.5 108.5 20.8 105 97 1-A
TEST LOCATION:
143 BUILDING PAD #18 - 15' SOUTH AND 15' EAST FROM NORTHWEST CORNER
144 BUILDING PAD #15 - 15' NORTH AND 25' WEST FROM SOUTHEAST CORNER
145 BUILDING PAD #15 - 15' SOUTH AND 25' EAST FROM NORTHWEST CORNER
146 BUILDING PAD #14 - 15' SOUTH AND 20' WEST FROM NORTHEAST CORNER
147 BUILDING PAD #14 - 15' NORTH AND 30' EAST FROM SOUTHWEST CORNER
148 BUILDING PAD #13 - 10' WEST AND 15' SOUTH FROM NORTHEAST CORNER
149 BUILDING PAD #13 - 15' EAST AND 15' NORTH FROM SOUTHWEST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAN. D, CITY OF COPPELL //
Oeotechnical Engineering · Consbuc#on Matedals Testing · Environmentel Engineering · Co6sull~ng