St Andrews Est-LR040927ALPHA TESTING, INC.
2209 Wisconsin St., Suite IDO
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXA,,~,,,,,,.,,,-~
PROJECT: ST. ANDREWS ESTATES OUF 04219-39
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PE ENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COM N COMMENT*
% PCF % PCF
!
644 09/27/04 FG-3.0 3 24.0 95.5 25.6 93 998~ 1-A
645 09/27/04 FG-2.5 3 24.0 95.5 25.2 93981 1-A
646 09/27/04 FG-2.0 3 24.0 95.5 26.7 93 97 1-A
647 09/27/04 FG-1.5 3 24.0 95.5 24.0 95 99 1 -A
648 09/27/04 FG-I.0 3 24.0 95.5 24.1 95 999/ 1-A
649 09127/04 FG-0.5 3 24.0 95.5 24.9 93J 1-A
650 09/27/04 FG 3 24.0 95.5 25.4 93 ~, 1-A
TEST LOCATION: UTILITIES
644 STORM SEWER LINE A AT STATION 6+50
645 STORM SEWER LINE A AT STATION 6+50
646 STORM SEWER LINE A AT STATION 6+50 / ·
647 STORM SEWER LINE AAT STATION 6+50
STO.,,,, s-,'^-r,o,.,
649 STORM SEWER L,NE ^^T STAT,ON 6+50
650 STORM SEWER LINE A AT STATION 6+50
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 I~_pectfu. fu~ ~bmi~dbmitt
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS i~~y
4 CEMENTTREATED D RETEST ROY
ALPHA TEST~, INC
Our lest results and reports 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 approva~ of
ALPHA The use of our name end 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 qualities of
apparently ider~hcal or simdar specimens
Geotechnical Engineerin¢ /, Construction Materials Testing /? Environmental Engineering #~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texos 7522~
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: 09~27~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-39A
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
651 09127/04 FG-2.0 3 24.0 95.5 24.0 98 103 1-A
652 09/27/04 FG-1.5 3 24.0 95.5 26.1 96 101 1-A
653 09~27~04 FG-1.0 3 24.0 95.5 25.0 97 102 I-A
654 09~27~04 FG-0.5 3 24.0 95.5 25.1 97 101 I-A
655 09~27~04 FG 3 24.0 95.5 24.7 98 102 I-A
656 09/27/04 FG-3.0 3 24.0 95.5 26.4 95 100 I-A
657 09~27~04 FG-2.5 3 24.0 95.5 24.0 98 102 I-A
TEST LOCATION: UTILITIES
651 STORM SEWER LINE A AT STATION 2+50
652 STORM SEWER LINE A AT STATION 2+50
653 STORM SEWER LINE A AT STATION 2+50
654 STORM SEWER LINE A AT STATION 2+50
655 STORM SEWER LINE A AT STATION 2+50
656 STORM SEWER LINE C AT STATION 6+00
657 STORM SEWER LINE C 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 I~ PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS J~p ~l~,~pectful bmitted
4 CEMENTTR~TED D. RETEST
ALPHA TESTING~C.
Our test results and repods are for the exclusive use of the Client {and their designated recipients on file in our offi~) and shall not be reprodu~d ancot distributed except with express approvaJ of
ALPHA The use of our name and test results must receive our written approval Test results and repo~s apply only to the samples tested and/er obse~ed, and are not indicative of Ihe qualit~es of
appamntry identi~l or simirar specimens
Geotechnical Engineering f,', Construction Materials Testing /'~! Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas. Texas 75220
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: 09/27/04
PROJECT:
ST, ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-39B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY C OMP,~;TION COMMENT*
% PCF % PCF
658 09/27/04 FG-2.0 3 24.0 95.5 26.0 97 101 1-A
659 09/27~04 FG-I.5 3 24.0 95.5 26.1 96 101 1-A
660 09/27/04 FG-I.0 3 24.0 95.5 25.2 97 102 1-A
661 09/27/04 FG-0.5 3 24.0 95,5 24.0 98 103 1-A
662 09/27/04 FG 3 24.0 95.5 26.0 93 97 1-A
663 09/27/04 FG-2.0 3 24.0 95.5 25.8 92 96 1-A
664 09/27/04 FG-1.5 3 24.0 I 95.5 24.8 94 98 1 -A
TEST LOCATION: UTILITIES
658 STORM SEWER LINE C AT STATION 6+00
659 STORM SEWER LINE C AT STATION 6+00
660 STORM SEWER LINE C AT STATION 6+00
661 STORM SEWER LINE C AT STATION 6+00
662 STORM SEWER LINE C AT STATION 6+00
663 STORM SEWER LINE D AT STATION 1+00
664 STORM SEWER LINE D AT STATION 1+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 ~specpectfulful~' ~bmi~e~bmitt
3 LIME STABILIZED C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~
4 CEMENT TREATED D RETEST ROY~*ELEZ
ALPHA TESTINST/N ~'~ NCNC
Our test results and reporls 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 wit heXPr~s approval of
ALPHA The use of our name and test resu~ls must receive our written approval Tes esu s and eporls app y on y to the samples tested and/or observed, and are not indicative of the qualities of
apparently ,denhcal or similar spec~merls
Geotechnical Engineering /,~ Construction Materials Testing /D 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: 09/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-39C
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'"~ NUMBER MOISTURE DRY OENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
665 09/27/04 FG-1.0 3 24.0 95.5 24.2 94 98 1-A
666 09/27104 FG-0.5 3 24.0 95.5 24.4 95 99 1-A
667 09/27/04 FG 3 24.0 95.5 25.0 93 97 1-A
668 09~27/04 FG-1.5 3 24.0 95.5 25.5 93 97 1-A
669 09/27/04 FG-1.0 3 24.0 95.5 26.9 94 98 1 -A
670 09/27/04 FG-0.5 3 24.0 95.5 25.1 94 99 1-A
671 09/27/04 FG 3 24.0 95.5 25.2 95 99 1-A
TEST LOCATION: UTILITIES
665 STORM SEWER LINE D AT STATION 1+00
666 STORM SEWER LINE D AT STATION 1+00
667 STORM SEWER LINE D AT STATION 1+00
668 STORM SEWER LINE H AT STATION 1+00
669 STORM SEWER LINE H AT STATION 1+00
670 STORM SEWER LINE H AT STATION 1+00
671 STORM SEWER LINE H AT STATION 1+00
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A IN PLACE PERCENTMOISTUREAND PERCENT COMPACTION COMPLYWITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST ROYVELEZ
Our test results and repods are for the exclusive use of the Client (and their designated redp~ents on file m our office) and sharr not be reprodu~d ancot d~stributed ex.pt with express approval of
ALPHA The use of our name and test resu4ts must re~lve our ~kte~ approva~ Test results and repo~s appry only to the samples tested and/or obse~ed, end are not indi~tive of the q~alities of
apparently identical o~ s~mi~ar specimens
Geotechnical Engineering /?, Construction Materials Testing /;, Environmental Engineering #, Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollas, Texas 7522~
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: 09/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-39D
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE ORY DENSITY COMPACTION COMMENT*
% PCF % PCF
672 09/27104 FG-3.0 3 24.0 95.5 24.5 96 100 1-A
673 09/27/04 FG-2,5 3 24.0 95.5 26.0 93 98 1-A
674 09/27/04 FG-2.0 3 24.0 95.5 26.5 93 97 1-A
675 09/27/04 FG-I.5 3 24.0 95,5 26.1 93 98 1-A
676 09/27/04 FG-I.0 3 24.0 95.5 25.2 94 99 1-A
677 09/27/04 FG-0.5 3 24.0 95.5 24.6 95 99 1-A
678 09/27/04 FG 3 24.0 I 95.5 25.5 94 98 1-A
TESTLOCATION: UTILITIES
672 STORM SEWER LINE BATSTATION 1+10
673 STORM SEWER LINE B AT STATION 1+10
674 STORM SEWER LINE B AT STATION 1+10
675 STORM SEWER LINE B AT STATION 1+10
676 STORM SEWER LINE B AT STATION 1+10
677 STORM SEWER LINE B AT STATION 1+10
678 STORM SEWER LINE B AT STATION 1+10
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 F~peclfu~y S~ubmltte~d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS .~
4 CEMENTTREATED D RETEST RO¥'~ELEZ /I
ALPHA TESTIN[~¢ INC
Our test results and reports are for the exc)uslve use of the Client (arid 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 name and test results must receive our writ(an approval Test resu)ts and reports apply only to the samples tested and/or observed and are not indicative ol the quarities of
Geotechnical Enclineerinq /; Construction Materials Teshng /, Environmental Engineering [.'~ Consulting