Magnolia Village-LR010928 REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEME~GROUP DATE 09/28/01
PROJECT ~ cM~ OUR REPORT NO. 01614-33
TEST DATA:
TEST ~ ELEV. SOIL ID oFm~4u~4 MAXIMUM ~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY' COMPACTION COMMENT*
% PCI= % PCF
59 09/28/01 FG-4.0 1 14.5 107 13.8 107 100 1-C
60 09/28/01 FG-3.0 1 14.5 107 13.2 107 100 1-C
61 09/28/01 FG-2.0 1 14.5 107 14.3 106 99 1-C
62 09/28/01 FG-1.0 1 14.5 107 14.2 107 100 1-C
63 09/28/01 FG 1 14.5 107 13.9 106 99 1 -C
64 09/28/01 FG-4.0 1 14.5 107 18.0 106 99 1-A
65 09/28/01 FG-3.0 1 14.5 107 17.5 107 100 1
TEST LOCATION:
59 WATER LINE, 20' SOUTH AND 10' EAST FROM SOUTHWEST CORNER OF BUILDING PAD
60 WATER LINE, 20' SOUTH AND 10' EAST FROM SOUTHWEST CORNER OF BUILDING PAD
61 WATER LINE, 20' SOUTH AND 10' EAST FROM SOUTHWEST CORNER OF BUILDING PAD
62 WATER LINE, 20' SOUTH AND 10' EAST FROM SOUTHWEST CORNER OF BUILDING PAD
63 WATER LINE, 20' SOUTH AND 10' EAST FROM SOUTHWEST CORNER OF BUILDING PAD
64 WATER LINE, 50' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
65 WATER LINE, 50' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
Our test requite & repor~ are for the exclusive use of the Client (end thak designated rectplente on file In our office) and shall not be reproduced and/or dislibuted e~pt ~ express appm at ALPHA. The use
our name & test results must receive our wi'Men approval. Test results & repo~te apply only to the lamplee tested and/or observed, and are not indicative of the ~luallt~ of apparently id, Jcal or similar specimens.
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineedng · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wlscansin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 09/28/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-33A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~'nMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PTH'"'.~ NUMBER MOI~t'URE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCI= % PCF
66 09/28/01 FG-2.0 I 14.5 107 16.9 107 100 1-A
67 09/28/01 FG-I.0 1 14.5 107 17.6 107 100 1-A
68 09/28/01 FG 1 14.5 107 18.0 106 99 1-A
69 09/28/01 FG-4.0 1 14.5 107 18.1 106 99 1-A
70 09/28/01 FG-3.0 1 14.5 107 18.0 106 99 1-A
71 09/28/01 FG-2.0 1 14.5 107 17.1 106 99 1-A
72 09/28/01 FG-1.0 1 14.5 107 17.1 107 100 1-A
TEST LOCATION:
66 WATER LINE, 50' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
67 WATER LINE, 50' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
68 WATER LINE, 50' EAST AND 30' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
69 WATER LINE, 30' EAST AND 60' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
70 WATER LINE, 30' EAST AND 60' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
71 WATER LINE, 30' EAST AND 60' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
72 WATER LINE, 30' EAST AND 60' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
CC: LARRY DAVES, CITY OF COPPELL LEE STONE, CITY OF COPPELL
FILL - A. iN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECiFiCATiONS / ///~/ /
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
test result~ & reports are for the exclusive use of the Client (and their designated ¢ecipiente on file in our o~flce) an~l ehall not be r®pmduced and/or 'I The use
our name & test results must receive our written approval. Test results & reports apply only to the ~mples te~ed and/or obsenced, and are not Illdlcative of the ( or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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 09/28/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-33B
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
73 09/28101 FG 1 14.5 107 16.8 107 100 1-A
TEST LOCATION:
73 WATER LINE, 50' EAST AND 60' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL ~ ~ __ /
,. I/7//
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS I~rpec~ly S~b~:l ~'
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~r~ f~.~,,~j
4. CEMENT TREATED D, RETEST ~I~S~rNG.~iNC. / --
Oor test results & reports are for ~he exclusive use of the Client (end thek designated reciplent~ on file In ,~ur office)end ~hall not. reproduced and/or dlst~/'lbuted-~ept ]/4thexpreesapp~ot ALPHA.~ ' :~' T'~----'----' / '~-- The use
of our name & test results must receive our wrtten approval. Test results & reports apply only to the esmples totted and/or observed, and are not indicative of the~quall~s of apparently ktll~tica! or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting