Stoneleigh P2-LR000831 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
22~~St.,Su#e I00
Do#as, Texas 75229
972/620-8911 - 97~7 (Metro)
FAX: 972/40~J-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 08/31/00
DALI.AS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652~,
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~u~ ~ L~ ~ ~ ~N m~CE PERC;NT
NO. DATE DEPTH~ NUMBER ~O~TU~E C~Y ~ ~ t~V Dm~Y COM~AC'~ON COMMENT*
% PCF % PCF
I 08/31/00 SG 2 17.5 108.5 19.1 108 99 2-A
2 08/31/00 SG 2 17.5 108.5 19.5 108 99 2-A
3 08/31/00 SG 2 17.5 108.5 20.5 107 98 2-A
4 08/31/00 SG 2 17.5 108.5 20.4 106 98 2-A
5 08/31/00 SG 2 17.5 108.5 19.4 108 100 2-A
6 08/31/00 SG 2 17.5 108.5 19.7 106 98 2-A
7 08/31/00 SG 2 17.5 108.5 19.6 106 98 2-A
TEST LOCATION:
I 40' SOUTH AND 25' WEST OF THE NORTHEAST CORNER OF BUILDING PAD #10
2 45' NORTH AND 20' EAST OF THE SOUTHWEST CORNER OF BUILDING PAD #10
3 30' NORTH AND 20' EAST OF THE SOUTHWEST CORNER OF BUILDING PAD #6
4 50' SOUTH AND 25' WEST OF THE NORTHEAST CORNER OF BUILDING PAD #6
5 20' SOUTH AND 25' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #5
6 35' NORTH AND 20' WEST OF THE SOUTHEAST CORNER OF BUILDING PAD ~5
7 40' NORTH AND 25' EAST OF THE SOUTHWEST CORNER OF BUILDING PAD #4
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL - /
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Geotechnicel Engineering · Construction Materials Testing · Environmental Engineering · Cor~ultjt~g
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209~St.,Su#e 100
Dolk~ Texos 76229
972/620-8911 - 972,/2i63-4937 OI,4e~)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 08/31/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-4A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oma~u uxx,~u u~ IN PU~C~ ~ ~CE ~E~CENT
NO. DATE DEPTH"~ NUMBER MOIS'IURE DRY DENSITY MOISTURE DRY DENSITY COMPA~ COMMENT*
8 08/31/00 SG 2 17.5 108.5 18.4 106 98 2-A
9 08/31/DO SG 2 17.5 108.5 18.3 107 99 2-A
10 08/31/DO SG 2 17.5 108.5 18.8 108 99 2-A
11 08/31/D0 SG 2 17.5 108.5 19.3 108 98 2-A
12 08/31/00 SG 2 17.5 108.5 20.6 104 96 2-A
13 08/31/D0 SG 2 17.5 108.5 20.0 104 96 2-A
14 08/31/DO SG 2 17.5 108.5 18.7 107 99 2-A
TEST LOCATION:
8 35' SOUTH AND 20' WEST OF THE NORTHEAST CORNER OF BUILDING PAD #4
9 25' NORTH AND 45' EAST OF THE SOUTHWEST CORNER OF BUILDING PAD #7
10 20' SOUTH AND 50' WEST OF THE NORTHEAST CORNER OF BUIILDING PAD #7
11 30' SOUTH AND 30' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #8
12 25' NORTH AND 25' WEST OF THE SOUTHEAST CORNER OF BUILDING PAD #8
13 25' SOUTH AND 25' WEST OF THE NORTHEAST CORNER OF BUILDING PAD t/9
14 30' WEST AND 20' NORTH OF THE SOUTHEAST CORNER OF BUILDING PAD ~9
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL ,// //~'~ ,,~ /
1. FILL * & IN PIJ~CE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
3. MME STABIMZED C. F~ERCENTINP'LAC~MO~61~IR~DOESNOTOOMPt..YWTIH Sp,EClFICAllONS
Geotechnicat Engk'~.c.'ing · Consbuction Materials Testing · Environmental Engineering · Cons~#tin~ //