St Andrews Est-LR040923ALPHA 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: 09~23~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-37
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
616 09/23/04 FG-3.0 3 24.0 95.5 25.3 96 100 1-A
617 09/23/04 FG-2.5 3 24.0 95.5 25.4 94 98 I-A
618 09/23/04 FG-2.0 3 24.0 95.5 24.5 95 99 1-A
619 09/23/04 FG-1.5 3 24.0 95.5 26.4 93 97 I-A
620 09/23/04 FG-1.0 3 24.0 95.5 25.7 93 98 1-A
621 09/23/04 FG-0.5 3 24.0 95.5 25.5 94 98 I-A
622 09/23/04 FG 3 24.0 95.5 26.1 93 97 I-A
TEST LOCATION: UTILITIES
616 WATER SERVICE TO BLOCK A, PAD 3
617 WATER SERVICE TO BLOCK A, PAD 3
618 WATER SERVICE TO BLOCKA, PAD 3
619 WATER SERVICE TO BLOCKA, PAD 3
620 WATER SERVICE TO BLOCK A, PAD 3
621 WATER SERVICE TO BLOCKA, PAD 3
622 WATER SERVICE TO BLOCK A, PAD 3
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 P~pecpecffut~u~ ~bmi~bmitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~'(~V V~LL~J
4 CEMENTTREATED D RETEST ROY~ELEZTIN /INS (]~
ALPHA TE C
our test results and iepods are for the exclusive use of Ihe Ehertt (arid their designated recipients on file ~r~ our office) and shall not be reproduced and/or distributed except wrth express approval of
ALPHA The use of nut r~ame and test resuR$ must receive our written approval Tes~ results and repods apply only to the samples tested and/or observed, end are not indicatJYe of the qualihe$ of
apparently identica[ or similar specimens
Geotechnical Enqineerinq ' Construction Materials Testinq / Environmental Engineering /,' Consu tng
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: 09/23/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-37A
TEST DATA:
TEST I ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDE PTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSII~ COMPACTION COMMENT*
% PCF % PCF
623 09/23/04 FG-3.0 2 24.0 95.5 242 94 99 1-A
624 09/23/04 FG-2.5 2 24.0 95.5 24.8 95 99 I-A
625 09/23/04 FG-2.0 2 24.0 95.5 26.6 92 96 I-A
626 09/23/04 FG-1.5 2 24.0 95.5 25.8 93 97 1-A
627 09/23/04 FG-1.0 2 24.0 95.5 24.3 95 99 I-A
628 09/23/04 FG-0.5 2 24.0 95.5 24.4 93 98 I-A
629 09/23/04 FG 2 24.0 95.5 25.0 94 99 I-A
TEST LOCATION: UTILITIES
623 WATER SERVICE TO BLOCK A, PAD 4
624 WATER SERVICE TO BLOCK A, PAD 4
625 WATER SERVICE TO BLOCK A, PAD 4
626 WATER SERVICE TO BLOCK A, PAD 4
627 WATER SERVICE TO BLOCK A, PAD 4
628 WATER SERVICE TO BLOCK A, PAD 4
629 WATER SERVICE TO BLOCK A, PAD 4
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 ~spectfu~d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST ROY~ELEZ
ALPHA TESTIN~a~'INC
Our test results and reports are for the exclusive use of the Ghent (and their designated recipients on file in our office) and shall not be reproduced end/or distributed 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 sampres tested and/or observed and are not indicative of the qualities of
Oenfechmcal F-nc, tneefino ' C~nstmctinn Materials Testin¢! ' F-nvironmental Enrlineerino ! Consultino