Town Center L4B1-LR011016 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620_8911. 972/263-4937 ¢Me~e~se"'"~
FAX: 972/406-8023 _ ~.~.~~ .
' ............ l- -i," %. ,
PROJECT COP 'ILL m uvv~ ~ m ~ ~ ~ OUR REPORT NO. 01612-30
TEST DATA: ~
TEST ~I~IL ID OFXTIMUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCt= % PCF
39 10/16/01 SG 1 15.5 101 17.7 98 97 2-A
40 10/16/01 SG 1 15.5 101 16.7 99 98 2-A
41 10/16/01 SG 1 15.5 101 15.7 101 100 2-A
42 10/16/01 SG 1 15.5 101 17.7 97 96 2-A
43 10/16/01 SG 1 15.5 101 19.0 97 96 2-A
44 10/16/01 SG 1 15.5 101 16.6 98 97 2-A
45 10/16/01 SG 1 15.5 101 16.5 98 97 2-A
TEST LOCATION:
39 PARKING LOT, 30' EAST AND 40' SOUTH FROM NORTHEAST CORNER OF BUILDING
40 PARKING LOT, 70' EAST AND 120' SOUTH FROM NORTHEAST CORNER OF BUILDING
41 PARKING LOT, 50' EAST AND 60' SOUTH FROM NORTHEAST CORNER OF BUILDING
42 PARKING LOT, 20' EAST AND 100' NORTH FROM SOUTHEAST CORNER OF BUILDING
43 PARKING LOT, 60' EAST AND 40' NORTH FROM SOUTHEAST CORNER OF BUILDING
44 PARKING LOT, 90' EAST AND 70' NORTH FROM SOUTHEAST CORNER OF BUILDING
45 PARKING LOT, 80' EAST AND 50' NORTH FROM SOUTHEAST CORNER OF BUILDING
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
LIME STABILIZED Om PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Our test results & repod~ are for the exclusive use of the Client (and their designated reclpient~ on file in our o~e) and shall not be reproduced and/or d~ltributed/l~cep express aj~proval of ALPHA. The use
..... me & test results must recefve ourwrltten approval. Test results & repo~ts apply only tothe semplestested and/or obsewed, and are not ind~ of ~ua,;, of apparen../tl~' k'entlmlor similar sbecimens.
Geotechnical Engineering · Construction Materials Testing · Environmenta/ Engineering · Consu/ting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 VVisconsln St., Suite 100
Dallas, Texas ?5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 10/16/01
DALLAS, TEXAS
PROJECT COPPELL TOWN CENTER OUR REPORT NO. 01612-30A
COPPELL, TEXAS
TEST DATA:
TEST EV, SOIL ID O~nMUU MAXIMUM LAB IN PLACE IN PLACE[ PERCENT
NO. DATE !DEPTH ~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
46 10/16/01 SG 1 15.5 101 18.5 99 98 2-A
47 10/16/01 SG 1 15.5 101 18.4 98 97 2-A
TEST LOCATION:
46 PARKING LOT, 60' NORTH AND 80' EAST FROM SOUTHEAST CORNER OF BUILDING
47 PARKING LOT, 30' NORTH AND 40' EAST FROM SOUTHEAST CORNER OF BUILDING
CC: LARRY DAVES, CITY OF COPPELL - LEE STONE, CITY OF COPPELL ~ J/,~, /
/
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEClFICATIONS~,
1.
FILL
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS j~r~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~f'~
4. CEMENTTREATED D. RETEST ~l~p
Our test rseults & reports are tar the exclusive use d the Client (and their designated reciplent~ aa file in our o~a) and shall not be reproduced and/or dl~outed e) I o~ ALPHA. The use
of our name & test results must receive 'our written approval, Test result~ & reports apply only to the samples tested and/or obsecved, and are not indicatiw of the ~lJcal or similar specimens.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting