St Andrews Est-LR040914ALPHA TESTING, INC.
2209 ~onsin St., Suite 100
Dollop, Texas 75229
972/620-8~11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LANDCOMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/14/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-31
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB I. PLACE I. PLACE PERCEN~ T
NO. DATEDEPTH'"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY~N COMMENT*
% PCF % PCF
494 09/14/04 FG-4.0 3 24.0 95.5 25.3 93 97 1-A
495 09/14/04 FG-3.5 3 24.0 95.5 25.1 94 98 1-A
496 09/14/04 FG-3.0 3 24.0 95.5 24.7 94 98 1-A
497 09/14/04 FG-2.5 3 24.0 95.5 24.7 94 98 1-A
498 09/14/04 FG-2.0 3 24.0 95.5 24.1 95 99 1-A
499 09/14/04 FG-1.5 3 24.0 95.5 27.6 91 195 1-A
500 09/14/04 FG-I.0 3 24.0 95.5 26.1 93 '~97 1-A
TEST LOCATION: UTILITIES
494 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00 ~'--"~.~
495 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00
497 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00
498 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00
499 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00 O~--
500 WATER LINE FOR LANE AT STATION 3+00
CC: HENNESSEY E N N CITY OF COPPELL
1 FILL RCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE . I ;OMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS ,~spectf~ll.y ~u.bmifl~lly ubmitted
3 LIME STABILIZED C 4T IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~,~¥ ~.~.~,~ j
4. CEMENT TREATED ST ROY ~/ELEZ
ALPHA T C
Our lest results and reports are for ~ exclusive use of the Clier~t (and their designated recipients on file in our office) and shell not be reproduced and/or distributed except with express approval of
ALPHA The use Of our ~ame and ~ t~t results must receive our written approval Test results and report s apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently idel3tical or similar specimens
Geotechnical Engineering /; Construction Materials Testing /-:' Environmental Engineering /7- Consulting
ALPHA TESTING, INC.
220~ Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/14/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-31A
TEST DATA:
TEST ~ ELEV. SOIL ID ommaJM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,,~ NUMBER MOISTURE DRY CENSFrY MOISTURE DRY DENSITY COMPACTION COMMENT*
501 09/14/04 FG-0,5 3 24,0 95.5 24.8 94 98 1-A
502 09/14/04 FG 3 24.0 95.5 25.2 94 99 1-A
503 09/14/04 FG~,.0 3 24.0 95.5 25.4 93 97 1-A
504 09/14/04 FG-3.5 3 24.0 95.5 26.7 92 97 1-A
505 09/14/04 FG-3.0 3 24.0 95.5 24.7 94 98 1-A
506 09/14/04 FG-2.5 3 24.0 95.5 25.2 93 97 1-A
507 09/14/04 FG-2.0 3 24.0 95.5 24.8 94 99 1-A
TEST LOCATION: UTILITIES
501 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00
502 WATER LINE FOR ST. ANDREWS LANE AT STATION 3+00
503 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
504 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
505 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
506 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
507 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1. FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS II S miffed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~.~
4 CEMENTTREATED D RETEST ROY'~JELEZTIN~CS G~(/
ALPHA TE .
Geotechnical Engineering #' Construction Materials Testing /7- Environmental Engineering #~ Consulting
ALPHA TESTING, INC.
2209 Wlscoc',=ln St., Suite 100
Dallas, Texas 75229
972/620.891 t - 972/263-4937 (Metro)
FAX: g72/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/14/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-31B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB I IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
508 09/14/04 FG-I.5 3 24.0 95.5 25.4 94 98 1-A
509 09/14/04 FG-I.0 3 24.0 95.5 26.2 93 97 1-A
510 09/14/04 FG-0.5 3 24.0 95.5 24.2 94 98 I-A
511 09/14/04 FG 3 24.0 95.5 27.0 92 96 1-A
TEST LOCATION: UTILITIES
508 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
509 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
510 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
511 WATER LINE FOR ST. ANDREWS LANE AT STATION 6+00
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE E PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~a~spec~u~l~S&lbmittCd
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS %~ --~-'-- '
4 CEMENT TREATED D RETEST ROY'CELE;ZTiN~JiNC
ALPHA TE .
Our test results and reporis are for the exclusive use of the Client (and their designated recipients on file iN our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our narr~ and test results must receive our w~rltt en approval Tesl results and repo~s apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineering /.~ Construction Materials Testing P.' Environmental Engineedng #' Consulting