Magnolia Village-LR010926 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 09/26/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-32
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
49 09/26/01 FG-4.0 I 14.5 107 17.6 105 98 1-A
50 09/26101 FG-3.0 1 14.5 107 17.3 105 98 1
51 09/26/01 FG-2.0 1 14.5 107 17.7 105 98 1-A
52 09/26/01 FG-1.0 1 14.5 107 16.6 106 99 1-A
53 09/26/01 FG 1 14.5 107 16.6 106 99 1-A
54 09/26/01 FG-4.0 1 14.5 107 17.5 105 98 1-A
55 09/26/01 FG-3.0 1 14.5 107 17.4 105 98 1-A
TEST LOCATION:
49 STORM SEWER LINE B AT STATION #0+50
50 STORM SEWER LINE B AT STATION #0+50
51 STORM SEWER LINE B AT STATION #0+50
52 STORM SEWER LINE B AT STATION #0+50
53 STORM SEWER LINE B AT STATION #0+50
54 STORM SEWER LINE B AT STATION #3+40
55 STORM SEWER LINE B AT STATION #3+40
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL
FILL 'A. IN PLACE PERCENT MOIS'rURE AND PERCENT COMPAOTION COMPLY WiTH SPECiFiOATiONS ~ //~/ /
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R,~"c~II~/Subjl~gd
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Our test results & repott~ are for the exclusive use of t~e Client (and their de~gnated reciplent~ on file in our office} and shall not be reproduced and/o~ distributed ~cept,l)~th express appr~ i' of ALPHA The use
our name & test re~ults must receive our written approval. T~t results & reports apply only to the ~ample~ te~ted and/or obee[ved, and are not indicative of the ~uallt~$ of apparently ld~ Ical 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 09126101
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-32A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIl. ID OPTIMUM 1,4AX~MUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,,~ NUMBER MOISTURE DRY DEN$13¥ MOISTURE DRY DENSITY' COMPACTION COMMENT*
% PCF % PCF
56 09/26/01 FG-2.0 1 14.5 107 17.9 105 98 1-A
57 09/26/01 FG-I.0 1 14.5 107 15.9 106 99 1-A
58 09/26/01 FG 1 14.5 107 17.3 105 98 1-A
TEST LOCATION:
56 STORM SEWER LINE B AT STATION #3+40
57 STORM SEWER LINE B AT STATION #3+40
58 STORM SEWER LINE B AT STATION #3+40
CC: LARRY DAVES, CITY OF COPPELL LEE STONE, CITY OF COPPELL
Our test results & mpo~l~ are for the exclusive use of the Clleftt (ami their designated recll)lent~ on ~e in ~r africa) and ~hall not be reproduced and/or d~uted ~ I~h exprses appn II of ALPHA. The use
of our name & tset results must receive our written approval. Tset fseult~ & repo~s apply only to the semlNse tseted and/or absented, and are net Indlcatk, e of the qual s of apparently ~ ;~tlcal 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 09/26/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-29
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OP~MU~4 MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY'DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
30 09/26/01 SG 1 14.5 107 18.4 104 97 2-A
31 09/26/01 SG 1 14.5 107 16.2 107 100 2-A
32 09126101 SG 1 14.5 107 16.8 107 100 2-A
33 09/26/01 FG-5.0 1 14.5 107 18.3 104 97 1-A
34 09/26/01 FG-4.0 1 14.5 107 18.2 104 97 1-A
35 09/26/01 FG-3.0 1 14.5 107 16.6 106 99 1-A
36 09/26/01 FG-2.0 1 14.5 107 16.0 106 99 1-A
TEST LOCATION:
30 TURNING LANE DENTON TAP, 70' EAST AND 10' NORTH FROM SOUTHEAST CONRER OF BUILDING
31 TURNING LANE DENTON TAP, 70' EAST AND 50' NORTH FROM SOUTHEAST CONRER OF BUILDING
32 TURNING LANE DENTON TAP, 70' EAST AND 100' NORTH FROM SOUTHEAST CONRER OF BUILDING
33 SANITARY SEWER LINE A AT STATION #1+00
34 SANITARY SEWER LINE A AT STATION #1+00
35 !SANITARY SEWER LINE A AT STATION #1+00
36 SANITARY SEWER LINE A AT STATION #1+00
CC: LARRY DAVES, CITY OF COPPELL LEE STONE, CITY OF COPPELL
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS~/~
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
test results & reports are for the exclusive use of the Client (and tbek designated recipients on file in our office) and shall not be reproduced and/o, disl~fibuted e~eI express appro~l of ALPHA. The use
our name & test results must receive our written approval. Test results & reports apply orby to the samples tested and/or obeeived, and are not indicative of the luall I of apparently l~ical or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA T£STIN , INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 09/26/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-29A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID oP'nMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPTH~ NUMBER MOISTURE DRYDENSIT¥ MOISTURE DRYOENSlTY COMPACTION COMMENT*
i % I::'CF % PCF
37 09/26/01 FG-1.0 1 14.5 107 17.3 105 98 1-A
38 09/26/01 FG 1 14.5 107 15.2 107 100 1-A
39 09/26/01 FG-5.0 1 14.5 107 18.0 104 97 1-A
40 09/26/01 FG-4.0 1 14.5 107 17,0 106 99 1-A
41 09/26/01 FG-3.0 1 14,5 107 17.2 106 99 1-A
42 09/26/01 FG-2.0 1 14.5 107 16.2 106 99 1-A
43 09/26/01 FG-1.0 1 14.5 107 17.2 105 98 1-A
TEST LOCATION:
37 SANITARY SEWER LINE A AT STATION #1+00
38 SANITARY SEWER LINE A AT STATION #1+00
39 SANITARY SEWER LINE B AT STATION #1+00
40 SANITARY SEWER LINE B AT STATION #1+00
41 SANITARY SEWER LINE B AT STATION #1+00
42 SANITARY SEWER LINE B AT STATION #1+00
43 SANITARY SEWER LINE B AT STATION #1+00
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL ./] /~./// /
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFIC
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
Our test results & reports are for the exclusive use of the Client (and their de~lgnatod reclpiento on file In our office) and shall not be reproduced and/or dl~llbutsd ~l~ll~el~h express aj~proval ~ ALPHA. The use
our name & test results must receive our vwitten approval. Test results & reports apply ollly to the lamples tested and/or observed, and are not Indicative {3f th~qual~l~e$ o1' apparer~y Identical or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, 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 09/26/01
DALLAS, TEXAS
PROJECT MAGNOLIA RETAIL OUR REPORT NO. 01614-29B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OP~MU~ MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE ORY DENS~I'Y MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
44 09126/01 FG 1 14.5 107 16.7 106 99 1-A
45 09/26/01 FG-3.0 1 14.5 107 17.0 105 98 1-A
46 09/26/01 FG-2.0 1 14.5 107 17.4 105 98 1-A
47 09/26101 FG-1.0 1 14.5 107 16.9 106 99 1-A
48 09/26/01 FG 1 14.5 107 17.5 104 97 1-A
TEST LOCATION:
44 SANITARY SEWER LINE B AT STATION #1+00
45 STORM SEWER LINE A AT STATION #1+00
46 STORM SEWER LINE A AT STATION #1+00
47 STORM SEWER LINE A AT STATION #1+00
48 STORM SEWER LINE A AT STATION #1+00
cc: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL
COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R
4.3' CEMENT TREATEDLIME STABILIZED C.D. RETEsTPERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS fLp~/r~/' ~/'/' ST//r~,~, IN~. ~
of ALPHA. The u~e
Our. results & .ports are for the .xclus~e u. of the Client(and .ir designated ,eciplent~ on ~e In .r office)end shall not be .,produced and/o~ di~f~lbutod ~j¥~ept JIl~lthofth~ual.~sof ap'pare U~J~nexpresena~j:~e~l
of our name & test results must receive our written approval. Test results & reports apply only to the semple~ tested and/o~ observed, and are not indicative ,tk:al or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting