St Andrews Est-LR040921ALPHA 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
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/21/04
OUR REPORT NO.: 04219-35
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
581 09/21/04 FG-3.0 3 24.0 95.5 26.1 93 ~7 I-A
582 09/21/04 FG-2.5 3 24.0 95.5 26.2 94/99 98 1-A
583 09/21/04 FG-2.0 3 24.0 95.5 24.6 95 9 1-A
584 09/21/04 FG-1.5 3 24.0 95.5 25.9 94 98 I-A
585 09/21/04 FG-1.0 3 24.0 95.5 26.1 94 98 I-A
586 09/21/04 FG-0.5 3 24.0 95.5 274 93 97 I-A
587 09/21/04 FG 3 24.0 95.5 24.3 96 ~ 100 1-A
TEST LOCATION: UTILITIES
581 WATER SERVICE TO BLOCK A, PAD 17
582 WATER SERVICE TO BLOCK A, PAD 17 ~ )
583 WATER SERVICE TO BLOCKA, PAD 17
584 WATER SERVICE TO BLOCK A, PAD 17
585 WATER SERVICE TO BLOCK A, PAD 17 ~ F] /
586 WATER SERVICE TO BLOCK A, PAD 17
587 WATER SERVICE TO BLOCK A, PAD 17
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
2 NATURAL SUBGRADE S PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS spectf y bmitled
3 LIME STABILIZED C PERCENT iN PLACE MOiSTU RE DOES NOT COMPLY WiTH SPEOiFiOA~i~f~/1 ~: ~, ~/.~.~ I~
4 CEMENT TREATED D RETEST ~'1/ U fl / ROY~YELEZ ~
III ti" ALPHATESTINCiI~NC
Our test results and repor[$ are for the exclusive use of the CJJetl[ (and their desienated recipients on file in our office) and~h~rnet be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test results must receive our written approval Test results and repo~$ apply only to th~ samples tested and/or observed and are net ir~drcative of the quahties of
apparently identical or similar specimens
Geotechnical Enqineerinq / Construction Matenals Testinq / Environmental Engineering / Consultinp
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/62~8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/21/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-35A
TEST DATA:
TEST i ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
588 09/21/04 FG~3.0 3 24.0 95.5 27.4 92 97 1-A
589 09/21/04 FG-2.5 3 24.0 95.5 24.2 95 99 1-A
590 09/21/04 FG-2.0 3 24.0 95.5 24.6 94 99 1-A
591 09/21/04 FG-1.5 3 24.0 95.5 24.6 95 100 1-A
592 09/21/04 FG-1.0 3 24.0 95.5 24.8 95 99 1-A
593 09/21/04 FG-0.5 3 24.0 95.5 26.0 94 98 1-A
594 09/21/04 FG 3 24.0 95.5 24.3 95 100 1-A
TEST LOCATION: UTILITIES
588 WATER SERVICE TO BLOCKA, PAD 15
589 WATER SERVICE TO BLOCK A, PAD 15
590 WATER SERVICE TO BLOCK A, PAD 15
591 WATER SERVICE TO BLOCK A, PAD 15
592 WATER SERVICE TO BLOCKA, PAD 15
593 WATER SERVICE TO BLOCK A, PAD 15
594 WATER SERVICE TO BLOCK A, PAD 15
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 ~spectfu.~u~y~u. bm~y ubmi d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATfONS
Our test results and reports are for the exclusive use of the Client (and their des*gnated reopients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA Theuseofournameandtestresultsmustreceiveourwrlt/enapproval Te~tresu~tsandrep~dsapp~y~n~yt~thesamp~es~estedand/~r~b$ervedandaren~i~1di~ative~hequa~ides~f
apparently ider~tlCal or similar specimens
Geotechnical Enqineerinq / Construction Materials Testinq / Environmental Enqineering £' Consultincl
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: 0g/21/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-35B
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
595 09/21/04 FG-3.0 3 24.0 95.5 24.4 95 99 1-A
596 09/21/04 FG-2.5 3 24.0 95.5 25.4 94 99 1-A
597 09/21/04 FG*2.0 3 24.0 95.5 24.8 95 99 1-A
598 09/21/04 FG-I.5 3 24.0 95.5 25.4 95 99 1-A
599 09/21/04 FG-1.0 3 24.0 95.5 24.3 96 100 1-A
600 09/21/04 FG-0.5 3 24.0 95.5 24.7 95 100 1-A
601 09/21/04 FG 3 24.0 95.5 26.0 94 99 1-A
TEST LOCATION: UTILITIES
595 WATER SERVICE TO BLOCK A, PAD 16
596 WATER SERVICE TO BLOCK A, PAD 16
597 WATER SERVICE TO BLOCKA, PAD 16
598 WATER SERVICE TO BLOCK A, PAD 16
599 WATER SERVICE TO BLOCKA, PAD 16
600 WATER SERVICE TO BLOCK A, PAD 16
601 WATER SERVICE TO BLOCK A, PAD 16
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 ,~ pect/u, fu~y_~.m~y Omi d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D RETEST ROYTELEZ "~INCSTIN~J
ALPHA TE
Our test results and reporis are for the exclusive use of the Client (and the*r designated recipients on file in our office) and shall no[ 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 repods apply only to the samples tested and/or observed and are not indicative of the qualities of
appacently identical or similar specimens
Geotechnical Engineering I Construction Materials Testing I; Environmental Engineering I; Consulting