Stoneleigh P2-LR001018 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos. Texczs 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/18/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-22
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~ NUMBER MOISTURE DRY OENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
213 10/18/00 FG-2.0 2 17.5 108.5 21.0 107 99 1-A
214 10/18/00 FG-1.0 2 17.5 108.5 20.2 103 95 1-A
215 10/18~00 FG 2 17.5 108.5 19.3 107 99 1 -A
216 10/18/00 FG-2.0 2 17.5 108.5 20.4 106 98 1-A
217 10/18/00 FG-1.0 2 17.5 108.5 19.7 106 97 1 -A
218 10/18~00 FG 2 17.5 108.5 19.9 104 96 1-A
219 10/18/00 FG-0.5 2 17.5 108.5 19.8 105 97 1 -A
TEST LOCATION:
213 8" WATER LINE 10' NORTH AND 15' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD ~25
214 8" WATER LINE 10' NORTH AND 15' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #25
215 8" WATER LINE 10' NORTH AND 15' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD ~25
216 8" WATER LINE 15' EAST AND 30' SOUTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #14
217 8" WATER LINE 15' EAST AND 30' SOUTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #14
218 8" WATER LINE 15' EAST AND 30' SOUTH FROM THE'SOUTHEAST CORNER OF BUILDING PAD #14
219 10' NORTH AND 10' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #20
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUI~GRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
3 LIME STABILIZED C. PERCENT IN PtACE MOISTURE DOLES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST L'P~
Geotechnical Engineel~ng · Construction Materials Testing · Environmental Engineering · Cons
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/18/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-22A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~'~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
220 10118~00 FG-1.0 2 17.5 108.5 21.1 104 96 1-A
221 10/18/00 FG-1.0 2 17.5 108.5 20.3 104 96 1-A
222 10/18/00 FG-2.0 2 17.5 108.5 20.1 105 97 1 -A
223 10/18/00 FG-1.4 2 17.5 108.5 21.2 104 96 1 -A
224 10/18~00 FG-0.8 2 17.5 108.5 20.3 107 99 1 -A
225 10/18~00 FG-0.4 2 17.5 108.5 21.2 107 99 1 -A
226 10/18/00 FG-1.0 2 17.5 108.5 20.0 109 100 1-A
TEST LOCATION:
220 25' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #25
221 20' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #25
222 20' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~23
223 30' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~23
224 25' SOUTH AND 25' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD ~Y23
225 20' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD ~23
226 20' NORTH AND 25' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD ~24
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL - ,~ .
JAN BERTRAN, D, CITY OF COPPELL
F,.L A. ,. P~CE PE.C~, .O,STV.~ A.O PEROE.. CO.PA~,O. CO..LY W,~ SPEC,F,C~T,O.S //_//./..
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Geotechnical Engineering · ConstrucSon Materials Testing · Environmental Engineering · Consu~ng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
220~ Wisconsin St., Suite I00
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/18/00
DALLAS, TEXAS
PROJECT STONELEIGH t~ RIVERCHASE OUR REPORT NO. 00652-22B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY D~NSlTY MOISTURE DRY D{ENSITY COMPACTION COMMENT*
% PC, J: % PC:F
227 10/18/00 FG-0.5 2 17.5 108.5 18.5 108 99 1-A
228 10/18/00 FG-0.4 2 17.5 108.5 19.9 105 97 1 -A
229 10/18~00 FG-0.9 2 17.5 108.5 20.6 105 96 1 -A
230 10/18/00 FG-1.0 2 17.5 108.5 20.3 105 97 1 -A
231 10/18/00 FG-2.7 2 17.5 108.5 20.2 108 99 1-A
232 10/18~00 FG-2.0 2 17.5 108.5 19.3 110 101 1-A
233 10/18/00 FG-1.8 2 17.5 108.5 20.5 105 97 1-A
TEST LOCATION:
227 15' SOUTH AND 35' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD ~20
228 20' EAST AND 35' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #22
229 25' WEST AND 35' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~22
230 30' WEST AND 25' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #23
231 25' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~23
232 35' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #23
233 20' NORTH AND 30' EAST FROM THE SOUTHEAST CORNER OF BUILDING PAD ~r24
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
~ . ,
JAN BERTRAND, CITY OF COPPELL
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · ConsuTtingl