Stoneleigh P2-LR001025 (2) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/25/00
DALLAS, TEXAS
PROJECT STONELEIGH t~ RIVERCHASE OUR REPORT NO. 00652-23
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 DENSITY COMPACTION COMMENT*
% PCF % PCF
234 10/25/00 FG 2 17.5 108.5 20.4 108 99 1 -A
235 10/25100 FG 2 17.5 108.5 20.8 107 99 1 -A
236 10/25/00 FG 2 17.5 108.5 21.0 106 98 1-A
237 10/25/00 FG 2 17.5 108.5 20.2 104 96 1-A
238 10/25/00 FG 2 17.5 108.5 20.7 103 95 1-A
239 10/25/00 . FG 2 17.5 108.5 20.8 104 95 1 -A
240 10/25/00 FG 2 17.5 108.5 20.2 105 97 1-A
TEST LOCATION:
234 20' WEST AND 20' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #1
235 20' EAST AND 55' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #1
236 25' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #1
237 20' SOUTH AND 20' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #2
238 25' SOUTH AND 50' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD
239 15' NORTH AND 30' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD
240 15' SOUTH AND 15' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #3
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 S~ECIFICATIONS
NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D RETEST fAL~T~ST1NG,,
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·
ConJult~g
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/25/00
DALLAS, TEXAS
PROJECT STONELEIGH ~) RIVERCHASE OUR REPORT NO. 00652-23A
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 DENSITY COMPACTION COMMENT*
% PCF % PCF
241 10/25/00 FG 2 17.5 108.5 20.5 107 99 1-A
242 10/25/00 FG 2 17.5 108.5 19.8 110 101 1-A
243 10/25100 FG 2 17.5 108.5 21.5 108 100 1-A
244 10/25/00 FG 2 17.5 108.5 20.2 106 98 1 -A
245 10/25/00 FG 2 17.5 108.5 20.7 106 98 1 -A
246 10/25/00 ' FG 2 17.5 108.5 20.0 108 100 1 -A
247 10/25/00 FG 2 17.5 108.5 20.2 108 100 1-A
TEST LOCATION:
241 20' NORTH AND 35' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #3
242 15' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD #3
243 30' EAST AND 20' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD ~u$
244 20' WEST AND 40' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #4
245 20' NORTH AND 20' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #4
246 15' NORTH AND 15' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #12-A
247 15' SOUTH AND 15' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #12-A
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL /~/q / .
I FILL * A IN PLA(~E~ PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~ '
2 NATURAL SUBORADE B PERCENT COMPACTION DOES NOT COMPLY WITH S~ECIFICATIONS ~R
~%. LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·
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 10/25/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-23B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
248 10/25/00 FG 2 17.5 108.5 21.2 106 98 1 -A
249 10/25/00 FG 2 17.5 108.5 20.9 106 98 1 -A
250 10/25/00 FG 2 17.5 108.5 20.4 106 98 1-A
251 10/25/00 FG 2 17.5 108.5 19.7 108 99 1-A
252 10/25/00 FG 2 17.5 108.5 21.0 108 99 1-A
253 10/25/00 'FG 2 17.5 108.5 20.6 107 99 1-A
254 10/25/00 FG 2 17.5 108.5 20.2 108 99 1 -A
TEST LOCATION:
248 10' NORTH AND 10' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #12-A
249 10' EAST AND 10' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #12-B
250 15' NORTH AND 20' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #12-B
251 20' SOUTH AND 20' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD #12-B
252 10' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~:~-2
253 15' NORTH AND 50' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~-2
254 15' SOUTH AND 30' WEST FROM THE NORTHEAST CORNER OF BUILDING PAD #G-2
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL
FILL *A.IN PLACE P~RC~NT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUI~GRADE B.PERCENT COMPACTION DO~S NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consuft~f /