St Andrews Est-LR040924ALPHA TESTING, INC.
2209 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: 09/24/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-38
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
630 09/24/04 FG-3.0 3 24.0 95.5 26.2 94 99 1-A
631 09/24/04 FG-2.5 3 24.0 95.5 25.0 95 100 1-A
632 09/24/04 FG-2.0 3 24.0 95.5 26.3 93 97 1-A
633 09/24/04 FG-1.5 3 24.0 95.5 24.3 96 100 1-A
634 09/24/04 FG-1.0 3 24.0 95.5 25.3 95 99 1-A
635 09/24/04 FG-0.5 3 24.0 95.5 24.6 95 99 1-A
636 09/24/04 FG 3 24.0 95.5 25.1 96 100 1-A
TEST LOCATION: UTILITIES
630 WATER SERVICE TO BLOCK A, PAD 5
631 WATER SERVICE TO BLOCK A, PAD 5
632 WATER SERVICE TO BLOCK A, PAD 5
633 WATER SERVICE TO BLOCKA, PAD 5
634 WATER SERVICE TO BLOCK A, PAD 5
635 WATER SERVICE TO BLOCK A, PAD 5
636 WATER SERVICE TO BLOCK A, PAD 5
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS I~p~spectf~ly ~ubml~ed
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS V
4 CEMENTTREATED D RETEST ROY~/ELEZ ~
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of the C~ient (and their designated recipients on file in our office) and shalJ not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test resuits must receive our wrrtten approval Tes~resuItsandrep~dsapp~y~n~yt~thesamp~es~estedand/~r~bserved'~nda~e~tindjcative~fthequa~itie$~f
apparently identiCal or similar specimens
Geotechnical Engineering ," Construction Materials Testing /. Environmental Engineering /?' Consulting
ALPHA TESTING, INC.
2209 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: 09~24~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-38A
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~E PTH""~ NUMBER MOISTURE DRY DENSITY MOISTURE ORY DENSITY COMPACTION COMMENT*
% PCF % PCF
637 09/24/04 FG-3.0 3 24.0 95.5 25.1 96 100 1-A
638 09/24/04 FG-2.5 3 24.0 95.5 24.2 96 101 1 -A
639 09~24~04 FG-2.0 3 24.0 95.5 24.0 96 101 I-A
640 09/24/04 FG-1.5 3 24.0 95.5 24.2 96 101 I-A
641 09/24/04 FG-1.0 3 24.0 95.5 24.6 96 101 1-A
642 09/24/04 FG-0.5 3 24.0 95.5 24.9 95 99 I-A
643 09/24/04 FG 3 24.0 95.5 24.3 94 99 1-A
TEST LOCATION: UTILITIES
637 WATER SERVICE TO BLOCK A, PAD 6
638 WATER SERVICE TO BLOCK A, PAD 6
639 WATER SERVICE TO BLOCK A, PAD 6
640 WATER SERVICE TO BLOCK A, PAD 6
641 WATER SERVICE TO BLOCK A, PAD 6
642 WATER SERVICE TO BLOCK A, PAD 6
643 WATER SERVICE TO BLOCK A, PAD 6
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 W~TH SPECIFICATIONS R~pectpectful~JIIJ( S~bm~e~S Title
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE OOES NOT COMPLY WITH SPECIFICATIONS '~'~V V~,~,~,~
4 CEMENT TREATED D RETEST ROY'd~ELEZTIN~C
ALPHA TE .
Our (est results and reports are for the exclusive use of the C{ient (and their designated recipients on file in our office) and shalr nol be reproduced and/or distributed except w~[h express approval of
ALPHA The use of our name arid test results must receive our written approval Test results and repods apply only to the samples tested and/or observed and are not indicative of the qualities
apparent¥ ~dentlcal or s~mllar specimens
Geotechnical Engineering /' Construction Materials Testing /? Environmental Engineering /?' Consulting