St Andrews Est-LR040917ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite 100
Do#as, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
REPORT OF FIELD
COMPACTION TESTS
/
ST. ANDREWS LAND COMPANY .l~ DATE: 09/17/04
ST. ANDREWS ESTATES v' PORT NO.: 04219-33
COPPELL, TEXAS
TEST DATA:
!
TEST ~ ELEV. SOIL ID Om'~4UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSn~ COMPACTION COMMENT*
% PCF % PCF
530 09/17/04 FG-4.0 3 24.0 95.5 24.8 93 /~ 1-A
531 09/17/04 FG-3.5 3 24.0 95.5 25.8 92196 1-A
532 09/17/04 FG-3.0 3 24.0 95.5 24.9 92 96 1-A
533 09/17/04, FG-2.5 3 24.0 95.5 25.1 92 96 1-A
534 09/17/04 FG-2.0 3 24.0 95.5 25.5 92 97 1-A
535 09/17/04 FG-1.5 3 24.0 95.5 253 91 95 1-A
536 09/17/04 FG-1.0 3 24.0 95.5 24.3 94 ~ 1-A
TEST LOCATION: UTILITIES
530 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
531 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
532 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
533 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
534 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
535 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
536 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+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 ,~l~Spect~ I/~'.S~lb~ff~i.tted
3 LIME STABILIZED C. PERCENT ,N PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ROY'~EL ~J
4. CEMENTTREATED D. RETEST ALPHATESTIN~'tNC.
Our test results and reports ere for the exclusive use of ~he Client (an(t their designated ~ecipients on fl~e in our office) and shall no~ be reproduc4sd and/or distributed except with express approval of
ALPHA ~qe use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/ct observed, and are not iedicative of the qualities of
apparently iderltiCal or similar specimens
Geotechnical Engineering /~ Construction Materials Testing P' Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wlscongn St., Suite 100
Do#os, Texas 7,5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972~40~M1023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-33A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB iN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
537 09/17/04 FG-0.5 3 24.0 95.5 24.6 92 96 1-A
538 09/17/00 FG 3 24.0 95.5 24.0 93 98 1-A
539 09/17/04 FG-3.0 3 24,0 95.5 25.9 92 96 1-A
540 09/17/00 FG-2.5 3 24.0 95.5 24.1 93 97 1-A
541 09/17/00 FG-2.0 3 24.0 95.5 24.4 92 96 1-A
542 09/17/04 FG-I.5 3 24,0 95.5 25.4 93 97 1-A
543 09/17/04 FG-I.0 3 24.0 95.5 24,3 93 98 1-A
TEST LOCATION: UTILITIES
537 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
538 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+00
539 WATER LINE SERVICE TO BLOCK A, PAD 23
540 WATER LINE SERVICE TO BLOCKA, PAD 23
541 WATER LINE SERVICE TO BLOCK A, PAD 23
542 WATER LINE SERVICE TO BLOCK A, PAD 23
543 YATER LINE SERVICE TO BLOCK A, PAD 23
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 .~pectfu~y ~ubmitted
VzJ.~
3, LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ROY '~EM ~Ti~, iN
4 CEMENT TREATED D. RETEST ALPHATE
Our test results and repor[s are for th~ exclusive use of the Client (and their designated recipients on file in our office) and shall no( pe reproduced ar~/or disfflbuted except with express approval of
ALPHA The u~,e al eur name and lesl results must receive our written approval Test results and reports apply only to the samples tested and/or obse~'*'ed, ar~ are not indicative of the qualities of
apparently ~dentical or similar specimens
Geotechnical Engineering ~' Construction Materials Testing /~' Environmental Engineering /;~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7~,29
972/620-8911 - 972/263~1937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LANDCOMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-33B
TEST DATA:
TEST ~ ELEV. SOIL ID OPT~aUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,,,h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN$1~ COMPACTION COMMENT*
% PCF % PCF
544 09/17/04 FG-0.5 3 24.0 95.5 25.5 92 97 I-A
545 09/17/04 FG 3 24.0 95.5 24.8 93 98 1-A
546 09/17/04 FG-3.0 3 24.0 95.5 24.4 94 99 1-A
547 09/17/04 FG-2.5 3 24.0 95.5 24.0 93 98 1-A
548 09/17/04 FG-2.0 3 24.0 95.5 25.6 93 98 1-A
549 09/17/04 FG-1.5 3 24.0 95.5 25.4 93 97 1-A
550 09/17/04 FG-I.0 3 24.0 95.5 26.7 91 95 1-A
LOCATION: UTILITIES
544 WATER LINE SERVICE TO BLOCK A, PAD 23
545 WATER LINE SERVICE TO BLOCK A, PAD 23
546 WATER LINE SERVICE TO BLOCK A, PAD 22
547 WATER LINE SERVICE TO BLOCKA, PAD 22
548 WATER LINE SERVICE TO BLOCK A, PAD 22
549 ~/ATER LINE SERVICE TO BLOCK A, PAD 22
550 WATER LINE SERVICE TO BLOCKA, PAD 22
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 J~SpeCt~ll~ .S~l),mi.tted~
3 LIME STABILIZED C. PERCENT ~N PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~,O y ~ ~
4 CEMENT TREATED D. RETEST ROY ~ELEZ /~
ALPHA TESTING[Z~IC.
Geotechnical Engineering /?~ Construction Materials Testing /.~ Environmental Engineering /~ Consulting
ALPHA TESTINg, INC.
2209 Wiscon,~ln St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4037 (Metro)
FAX: 972/406-8023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/17/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-33C
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN pLACE PERCENT
NO. DATE NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
55'1 09/17/04 FG-0.5 3 24.0 95.5 24.7 93 97 I-A
552 09/17/04 FG 3 24.0 95.5 25.0 94 98 1-A
553 09/17/04 FG-3.0 3 24.0 95.5 24.0 94 98 1-A
554 09/17/04 FG-2.5 3 24.0 95,5 26.2 93 97 1-A
555 09/17/04 FG-2,0 3 24.0 95.5 25.0 93 97 1-A
556 09/17/04 FG-1.5 3 24.0 95,5 25.2 93 97 1-A
557 09/17/04 FG-I.0 3 24.0 95.5 25.9 92 96 1-A
TEST LOCATION: UTILITIES
551 WATER LINE SERVICE TO BLOCK A, PAD 22
552 WATER LINE SERVICE TO BLOCKA, PAD 22
553 WATER LINE SERVICE TO BLOCKA, PAD 21
554 WATER LINE SERVICE TO BLOCK A, PAD 21
555 WATER LINE SERVICE TO BLOCK ^, PAD 21
556 WATER LINE SERVICE TO BLOCK A, PAD 21
557 WATER LINE SERVICE TO BLOCK A, PAD 21
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 Pa~pecifull~S~.j)mitted
3 LIME STAI~ILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ROY VELE2 TiNGi~iC
4~ CEMENT TREATED D. RETEST ALPHA TES
Our test results and mporls are for the exclusive use of [he Client (and their designated recipients on file in our office) and shall not be reproduced and/or distRbuted except with express approval of
ALPHA The use of our name and test results must receive our written approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qoalities of
Geotechnical Engineering /? Construction Materials Testing /, Environmental Engineedng /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8~11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/17/04
<7_>%
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-33D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN pLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DEN$~Y COMPACTION COMMENT*
% PCF % PCF
558 09/17/04 FG-O.5 3 24.0 95.5 24.5 93 98 1-A
559 09/17/04 FG 3 24.0 95.5 24.4 93 98 1-A
TEST LOCATION: UTILITIES
558 WATER LINE SERVICE TO BLOCK A, PAD 21
559 WATER LINE SERVICE TO BLOCK A, PAD 21
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL *A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
2. NATURAL SUBGRADE E PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFICATIONS spectf ly ubmi
4 CEMENT TREATED D. RETEST
Our test results and repo[ls are for ttle 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 approva~ of
ALPHA The use of Our name and test results must receive our written approval Test results and reports apply only lo the samples tested and/or observed, and are not indicative of the Qualities of
apparently identical or similar specimens