Magnolia Village-LR010927 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 09/27/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-40
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
79 09/27/01 FG-4.0 1 14.5 107 18.4 107 100 1-A
r
80 09/27/01 FG-3.0 1 14.5 107 16.8 107 100 1-A
81 09/27/01 FG-2.0 I 14.5 107 16.3 107 100 1-A
82 09/27101 FG-1.0 1 14.5 107 18.1 105 98 1-A
83 09/27/01 FG 1 14.5 107 16.9 107 100 1-A
84 09/27/01 FG-4.0 1 14.5 107 17.9 105 98 1-A
85 09/27/01 FG-3.0 1 14.5 107 17.3 106 99 1-A
TEST LOCATION:
79 WATER LINE, 20' NORTH AND 50' WEST FROM NORTHEAST CORNER OF BUILDING PAD
80 WATER LINE, 20' NORTH AND 50' WEST FROM NORTHEAST CORNER OF BUILDING PAD
81 WATER LINE; 20' NORTH AND 50' WEST FROM NORTHEAST CORNER OF BUILDING PAD
82 WATER LINE, 20' NORTH AND 50' WEST FROM NORTHEAST CORNER OF BUILDING PAD
83 WATER LINE, 20' NORTH AND 50' WEST FROM NORTHEAST CORNER OF BUILDING PAD
84 WATER LINE, 20' WEST AND 20' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
85 WATER LINE, 20' WEST AND 20' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITHSPECIFICATIONS
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 e~x~pt~:s~s:p~/fAL
test results & repoets am for the exclusive use of the Client (and their designated reapients on file in our office) and shall not be reproduced and/or distdbu PHA. The use
our name & tesl results musl receive our written approval. Test results & reports apply only to the samples tested lUal~s oftppareofl~l or simitar sp
and/or observed, and are not indicative of the ( ecimens
Geotechnical Engineering ~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do~los, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 09/27/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-40A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PTH"'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
86 09/27/01 FG-2.0 1 14.5 107 16.4 106 99 1-A
87 09/27/01 FG-1.0 I 14.5 107 16.6 106 99 1-A
88 09/27/01 FG 1 14.5 107 16.9 106 99 1-A
89 09/27/01 FG-4.0 1 14.5 107 17.4 105 98 1-A
90 09/27/01 FG-3.0 I 14;5 107 18.1 106 99 1-A
91 09/27/01 FG-2.0 I 14.5 107 18.0 104 97 1-A
92 09127/01 FG-1.0 1 14.5 107 16.8 107 100 1-A
TEST LOCATION:
86 WATER LINE, 20' WEST AND 20' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
87 WATER LINE, 20' WEST AND 20' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
88 WATER LINE, 20' WEST AND 20' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
89 WATER LINE, 20' WEST AND 60' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
90 WATER LINE, 20' WEST AND 60' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
91 WATER LINE, 20' WEST AND 60' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
92 WATER LINE, 20' WEST AND 60' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
· PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
FILL A. IN PLACE PERCENT MOISTURE AND
NATURAL SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Our test results & ~ am for the exclusive use of the Client (and their designated re~p~nts on file in our office) and shall not be reproduced and/or disthbu~'ed ex~th~l[(pross approva~of ALPHA. The use
our name & test results must reCeWe our ~tten approval, Test results & reports apply only to the samples tested and/or observed, and am not indicative of the
~y identical or similar speCimens.
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 09/27/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-40B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
93 09/27/01 FG 1 14.5 107 16.7 106 99 1-A
TEST LOCATION:
93 WATER LINE, 20' WEST AND 60' SOUTH FROM NORTHWEST CORNER OF BUILDING PAD
1. FILL * ~ IN P~CE PERCENT MOISTURE ~D PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. ~TU~ SUBG~E B. PERCENT COMPACTION ~ES NOT COMPLY WITH SPECIFICATIONS
3. LIME ST~ILIZED C. PERCENT IN P~CE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TR~TED D. RETEST 7~~*. I~.,~..~
Our test m~ & m~ am for ~e exclusive u~ of ~e Cli~t (and their d~ignated red~ on file in our offi~) and shall not ~ r~uc~ ancot dis~bu~ ~t ~xpmss appmv~ The u~
of our name & test ~ul~ must ~ive Our ~ approval. Test msul~ & re~ apply only to the samples tested an~or o~ed. and am not indi~bve of the e~
q~ali~f ap~r~tly id I or simi~r s~c~mens.
Geotechni~l Engineedng ~ Construction Materials Testing ~ Environmental Engineering ~ Consulting