Stoneleigh P2-LR001010 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 75229
972/620-8911 - 972/263.4937 (Metro)
FAX: ~72./406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/10100
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-20
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OI=TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE ORY D~NSITY MOIS'FURE DRY DENSrrY CO~PAC'nON COMMENT*
% PCF % PCF
192 10110100 FG-3.0 2 17.5 108.5 20.4 104 96 1 -A
193 10110100 FG-2.0 2 17.5 108.5 20.2 104 96 1-A
194 10/10/00 FG-I.0 2 17.5 108.5 20.2 106 97 1-A
195 10/10100 FG 2 17.5 108.5 20.3 106 97 1-A
196 10/10100 FG-2.0 2 17.5 108.5 20.3 105 97 1-A
197 10/10/00 FG-1.0 2 17.5 108.5 19.0 107 99 1-A
198 10110/00 FG 2 17.5 108.5 19.6 107 99 I-A
TEST LOCATION:
192 8" WATER LINE 15' WEST AND 25' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD ~'22
193 8" WATER LINE 15' WEST AND 25' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #22
194 8" WATER LINE 15' WEST AND 25' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #22
195 8" WATER LINE 15' WEST AND 25' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD ~22
196 8" WATER LINE 60' EAST AND 20' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #25
197 8" WATER LINE 60' EAST AND 20' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~25
198 8" WATER LINE 60' EAST AND 20' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~25
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACI'~O~ DO~S NOT COMPLY WITH S~'ECIFICATIONS
c..a c NT ,. .or cOM..¥ wrr. spEc,F,c o.s
C-.EMENTTRE.~TED D RL=T~' l[LP~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con~ulti
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REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN¢ , INC.
2209 Wisconsin St., Suite I00
Do#os. Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/10100
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-20A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O;mMUM MAXIMUM LAB IN Pt. ACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOtb~FURE DRY DENSITY COMPACTION COMMENT*
% PCF 96 PCF
199 10/10/00 SG 2 17.5 108.5 19.7 106 98 2-A
200 10/10/00 SG 2 17.5 108.5 19.6 103 95 2-A
201 10/10/00 SG 2 17.5 108.5 19.9 105 96 2-A
202 10/10/00 SG 2 17.5 108.5 17.7 108 100 2-A
203 10/10/00 SG 2 17.5 108.5 20.5 105 97 2-A
204 10/10/00 FG-2.4 2 17.5 108.5 18.8 107 98 1 -A
205 10/10/00 FG-I.8 2 17.5 108.5 20.8 104 96 1-A
TEST LOCATION:
199 20' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILIDNG PAD #23
200 10' EAST AND 15' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD fK~-I-A
201 15' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BULDING PAD #G-1-A
202 20' WEST AND 15' NORTH FROM THE SOUTHEAST CORENR OF BUILDING PAD #20
203 15' EAST AND 15' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #20
204 10' NORTH AND 25' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #24
205 15' SOUTH AND 45' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD ~24
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAN, D, CITY OF COPPELL
RLL A. IN I:~.ACE ~ MO~-'TURE AND PERCENT COMPACTION COMPLY WTFH SPECIFICATIONS
NA~ SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY wm-I SPECIFICATIONS '
LIME STABILIZED C. PER..C. ~E~ IN ~ MO~*'~,JRE DOES NOT COMPLY VVITI-I SPECIFICATIONS
CE~EN~TRE~TED D. RETEST
Geotechnical Engineedng · Construction Meterfals Testing · Environmental Engineedng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin 5't.. Su#e 100
Dollos. Texos 7022~
972/620-8911 - 972/203-4937 (Metro)
FAX: ~72/405.8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/10/00
DALLAS, TEXAS
PROJECT STONELEIGH ~;} RIVERCHASE OUR REPORT NO. 00652-20B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID Ore, MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
16 PCF % PCF
206 10/10/00 SG 2 17.5 108.5 20.4 107 99 2-A
207 10/10/00 SG 2 17.5 108.5 19.0 105 97 2-A
208 10/10100 SG 2 17.5 108.5 19.8 106 98 2-A
209 10/10/00 SG 2 17.5 108.5 19.8 105 97 2-A
210 10/10100 SG 2 17.5 108.5 20.2 104 96 2-A
211 10/10/00 SG 2 17.5 108.5 19.8 106 97 2-A
212 10/10/00 SG 2 17.5 108.5 20.4 105 97 2-A
TEST LOCATION:
206 15' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #21
207 20' WEST AND 20' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #21
208 20' EAST AND 35' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #22
209 15' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~22
210 20' WEST AND 50' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~22
211 20' EAST AND 20' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #23
212 15' EAST AND 45' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #23
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL .
FlU. * A. IN Pt. ACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTtON DOES NOT COMPLY WITH SPECIFICATIONS
UME STABILIZED C. PERCENT IN PriCE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENTTREA~D D. RETi~
Geotechnical Engineerfng · Construction Materfals Testing · Environmental Engineerfng