Stoneleigh P2-LR000907 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/07/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-9
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
66 09/07/00 FG~).6 2 17.5 108.5 18.0 105 96 1-A
67 09/07/00 FG~).6 2 17.5 108.5 17.7 106 98 1-A
68 09/07/00 FG-1.0 2 17.5 108.5 17.8 106 97 1-A
69 09/07/00 FG-1.8 2 17.5 108.5 17.5 108 100 1-A
70 09/07/00 FG-0.4 2 17.5 108.5 18.0 107 98 1-A
71 09/07/00 FG-1.2 2 17.5 108.5 17.8 106 98 1 -A
72 09/07/00 FG-0.6 2 17.5 108.5 17.5 109 100 1 -A
TEST LOCATION:
66 BUILDING PAD #5 - 25' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER
67 BUILDING PAD #5 - 25' WEST AND 35' SOUTH FROM THE NORTHEAST CORNER
68 BUILDING PAD #4 - 30' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER
69 BUILDING PAD #4 - 25' SOUTH AND 35' WEST FROM THE NORTHEAST CORNER
70 BUILDING PAD #4 - 20' NORTH AND 25' WEST FROM THE SOUTHEAST CORNER
71 BUILDING PAD #4 - 20' SOUTH AND 30' WEST FROM THE NORTHEAST CORNER
72 BUILDING PAD #4 - 25' WEST AND 45' SOUTH FROM THE NORTHEAST CORNER
FILL * & IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS '
NATURAL SUBGRADE a. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
UME STABIUZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechnical Enginee#ng · Construction Materials Testing · Environmental Engineering · Consulting /
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REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209Wisconsin~t.,Suite I00
DoSos, Texas 75229
972/620-~11 - 972/2~7
TESTED FOR SPRING VALLEY GONSTRUGTION DATE 0g/07/00
DALLAS, TEXAS
PROJECT STONELEIGH {~ RIVERCHASE OUR REPORT NO. 00652-9A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~nuuu u~omauu ~ ~ ~ ~ ~cAc~ ~=RCEN~
NO. DATE DEPTH~ NUMBER UO~U~E ~OEN~Y ~ ~Y OE~.S~Y CO~X~ COMMENT*
73 09/07/00 FG-0.6 2 17.5 108.5 20.0 104 96 1-A
74 09/07/00 FG-1.5 2 17.5 108.5 20.5 105 97 1-A
75 09/07/00 FG-2.4 2 17.5 108.5 19.2 105 97 1 -A
76 09/07/00 FG-1.8 2 17.5 108.5 20.4 105 97 1-A
77 09/07/00 FG-1.2 2 17.5 108.5 20.0 104 96 1-A
78 09/07/00 FG-0.6 2 17.5 108.5 19.3 103 95 1-A
79 09/07/00 FG-0.4 2 17.5 108.5 21.5 105 97 1-A
TEST LOCATION:
73 BUILDING PAD #3 - 10' SOUTH AND 10' EAST FROM THE NORTHWEST CORNER
74 BUILDING PAD #3 - 10' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER
75 BUILDING PAD #3 - 20' WEST AND 10' SOUTH FROM THE NORTHEAST CORNER
76 BUILDING PAD #3 - 20' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER
77 BUILDING PAD #3 - 20' NORTH AND 15' WEST FROM THE SOUTHEAST CORNER
78 BUILDING PAD #7 - 25' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER
79 BUILDING PAD #8 - 10' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL - .
JAN BERTRAND, CITY OF COPPELL A Y/~'~/// /
Geot~ Engineering · Consbuctfon Materiels Testing · Environnmrd, el Engineering · Consd~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINg, INC.
Dolk~ Texos 75229
972/620-8911 - 972/263.4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/07/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-9B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~Te~uu u~euuu LAS ~ ~C~CE IN ~CACE ~=RCENT ,
NO. DATE DEP~ NUMBER UOm~E O~ oENarr~ uo~uRE o~Y OENS~Y CO~=~-T~ COMMENT*
80 09/07/00 FG-0.6 2 17.5 108.5 20.0 104 96 1-A
81 09/07/00 FG-12 2 17.5 108.5 21.1 104 96 1-A
82 09/07/00 FG-0.6 2 17.5 108.5 18.8 106 98 1-A
83 09/07/00 FG-0.4 2 17.5 108.5 19.0 106 98 1-A
84 09/07/00 FG-0.4 2 17.5 108.5 17.8 107 98 1-A
85 09/07/00 FG-0.4 2 17.5 108.5 17.9 110 101 1-A
86 09/07/00 FG-0.4 2 17.5 108.5 17.8 105 97 1-A
TEST LOCATION:
80 BUILDING PAD ~9 - 15' SOUTH AND 25' WEST FROM THE NORTHEAST CORNER
81 BUILDING PAD #9 - 10' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER
82 BUILDING PAD #9 - 25' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER
83 BUILDING PAD #10 - 25' NORTH AND 20' EAST FROM THE SOUTHWEST CORNER
84 BUILDING PAD #11 - 15' NORTH AND 10' EAST FROM THE SOUTHWEST CORNER
85 BUILDING PAD #1 - 10' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER
86 BUILDING PAD ~2 - 10' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALUSON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
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REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dollos, Texos 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/07/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-9
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATE DEPTH'~ NUMBER MOISTURE DRY DENSlT~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
66 09/07/00 FG-0.6 2 17.5 108.5 18.0 105 96 1 -A
67 09/07/00 FG-0.6 2 17.5 108.5 17.7 106 98 1 -A
68 09/07/00 FG-1.0 2 17.5 108.5 17.8 106 97 1 -A
69 09/07/00 FG-1.8 2 17.5 108.5 17.5 108 100 1 -A
70 09/07/00 FG-0.4 2 17.5 108.5 18.0 107 98 1-A
71 09/07/00 FG-1.2 2 17.5 108.5 17.8 106 98 1 -A
72 09/07/00 FG-0.6 2 17.5 108.5 17.5 109 100 1 -A
TEST LOCATION:
66 BUILDING PAD #5 - 25' WEST AND 25' NORTH FROM THE SOUTHEAST CORNER
67 BUILDING PAD #5 - 25' WEST AND 35' SOUTH FROM THE NORTHEAST CORNER
68 BUILDING PAD #4 - 30' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER
69 BUILDING PAD #4 - 25' SOUTH AND 35' WEST FROM THE NORTHEAST CORNER
70 BUILDING PAD #4 - 20' NORTH AND 25' WEST FROM THE SOUTHEAST CORNER
71 BUILDING PAD #4 - 20' SOUTH AND 30' WEST FROM THE NORTHEAST CORNER
72 BUILDING PAD #4 - 25' WEST AND 45' SOUTH FROM THE NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL ~/]~
JAN BERTRAND, CITY OF COPPELL
FILL wA.IN PLACE PERCENT MOtSTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBORADE B.PERCENT COMPACTION DO~S NOT COMPLY WITH SPECIFICATIONS
UME STABlUZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D.RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting / /
REPORT OF FIELD
COMPACTION TESTS
ALPHA T $TINI , INC.
2209 ~ ~t., Su#e 100
Dolk~ Texas 75220
972/620-8911 - 972/'2153-4937 (Meho)
FAX:
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/07100
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCI-IASE OUR REPORT NO. 00652-9A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oF,mAue, aa~,0Ok~UM ~ ~ ~ ~N F't.~CE F'F_RCi~rr
NO. DATE DEPT~,,~ NUMBER ~ DRYO~NOfTY k~XSTURE DRY o~,,IsrrY co~,~,~ COMMENT*
73 09/07/00 FG-0.6 2 17.5 108.5 20.0 104 96
7'4 09/07'/00 FG-1 .S 2 17.5 1 08 .,6 20.5 105 97 1 -A
75 09/07/00 FG-2.4 2 17.S 108.5 19.2 105 97 1 -A
76 09/07/00 FG-'1.6 2 17.5 108.5 20.4 105 97
77 09/07/00 FG-1.2 2 17.6 108.5 20.0 1 04 96 I-A
78 08/07/00 FO-0.6 2 17.5 108.S 19.3 103 9S
79 09/07/00 FG-O.4 2 17.5 108.5 21.5 105 97 1-A
TEST LOCATION:
73 BUILDING PAD #~ - 10' ,~OIJTH AND 10' EAST FROM THE NORTHVVEST CORNER
7'4 BUILDING PAD #3 - 10' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER
75 BUILDING PAD N3 - 20' WEST AND 10' SOUTH FROM THE NORTHEAST CORNER
76 BUILDING PAD ~ - 20' SOUTH AND 15' WEST FROM THE NORTHEAST CORNER
77 BUILDING PAD ~ - 20' NORTH AND 15' WEST FROM THE SOUTHEAST CORNER
78 BUILDING PAD #7 - 25' WEST AND :25' NORTH FROM THE SOUTHEAST CORNER
7'9 BUILDING PAD #8 - 10' SOUTH AND 1S' WEST FROM THE NORTHEAST CORNER
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
4. CEMEI~TR~_AI~D D. RETEST
Geotechnicel Engineett'lg · Con~ Meterial~ Teeing · Entel Engineering
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2209WiscortslnSt.,Sulte I00
Dczllos, Texas 7,5229
972/620-8911 - 97~70Vletro)
FAX: ~72/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 09/07/00
DALLAS, TEXAS
PROJECT STONELEIGH Q RIVERCHASE OUR REPORT NO. 00852-9B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID om~u~
NO. DATE DEPT~ NUMBER uo~sm;E ~oE~,.s~Y ~ DRY og~srr~ C, Ot~AC'nONCOMMENT*
16 PCF ~ PCF
80 09107/00 FG-0.6 2 17.5 108.5 20.0 104 96 1-A
81 09/07/00 FG-12 2 17.5 108.5 21.1 104 96 1-A
82 09/07/00 FG-0.6 2 17.5 108.5 18.8 106 98 1-A
83 09/07/00 FG-0.4 2 17.5 108.5 19.0 106 98 1-A
84 09/07/00 FG-0.4 2 17.5 108.5 17.8 107 98 1-A
85 09/07/00 FG-0.4 2 17.5 108.5 17.9 110 101 1-A
86 09/07/00 FG-0.4 2 17.5 108.5 17.8 105 97 1-A
TEST LOCATION:
80 BUILDING PAD ffi) - 15' SOUTH AND 25' WEST FROM THE NORTHEAST CORNER
81 BUILDING PAD ~9 - 10' WEST AND 15' NORTH FROM THE SOUTHEAST CORNER
82 BUILDING PAD f/9 - 25' WEST AND 30' NORTH FROM THE SOUTHEAST CORNER
83 BUILDING PAD #10 - 25' NORTH AND 20' EAST FROM THE SOUTHWEST CORNER
84 BUILDING PAD #11 - 15' NORTH AND 10' EAST FROM THE SOUTHWEST CORNER
85 BUILDING PAD #1 - 10' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER
86 BUILDING PAD tinG2 - 10' NORTH AND 25' EAST FROM THE SOUTHWEST CORNER
cc: .av DAWS, OF COPPE
JAN BERTRAND, CiTY OF COPPELL /
/
2. NATURAL SIJBORADE
3. MME STN~I. IZED