St Andrews Est-LR040915ALPHA 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: 09115/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-32
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
512 09/15/04 FG-4.0 3 24.0 95.5 25.5 92 96 1-A
513 09/15/04 FG-3.5 3 24,0 95.5 25,4 92 96 1-A
514 09/15/04 FG-3.0 3 24.0 95.5 26.1 92 96 1-A
515 09/15/04 FG-2.5 3 24,0 95.5 25.3 93 97 1 -A
516 09/15/04 FG-2.0 3 24.0 95,5 26.4 92 96 1-A
517 09/15/04 FG-1.5 3 24.0 95.5 24.1 94 98 1-A
518 09/15/04 FG-1.0 3 24.0 95.5 24.7 93 98 1-A
TEST LOCATION: UTILITIES
512 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
513 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
514 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
515 WATER LINE FOR ST, ANDREWS LANE AT STATION 9+00
516 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
517 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
518 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+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 ~--Respectful~y,--- ,,,___...Submitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS r~[ov---- -- V ~t,,4 ~
4 CEMENTTREATED D RETEST ROY~VELEZTi~]ES I~,
ALPHA T INC.
Our test results and reports are for the exclusive use of the C~ier~t (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA TheuSeofournameandtestresu~tsmustreceiveourwrittenapproval Tes~resu~tsandrep~1sappIy~n~yt~thesamp~estestedand~r~bserved`andaren~indicatjve~f~hequ~ides~f
apparently identical or similar specimens
Geotechnical Engineering /. Construction Materials Testing /: Environmental Engineering f,' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Do#os, Texos 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: 09/15/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-32A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENS[i~ COMPACTION COMMENT*
% PCF % PCF
519 09/15/04 FG-0.5 3 24.0 95.5 24.0 93 98 1-A
520 09/15/04 FG 3 24.0 95.5 25.4 93 97 1-A
521 09115/04 FG-4.0 3 24.0 95,5 25.4 92 97 1-A
522 09/15/04 FG-3.5 3 24.0 95.5 25.3 93 97 1-A
523 09/15/04 FG-3,0 3 24.0 95.5 25.8 93 97 1-A
524 09/15/04 FG-2.5 3 24.0 95.5 24.7 93 97 1-A
525 09/15/04 FG-2.0 3 24.0 95.5 26.2 92 97 1-A
TEST LOCATION: UTILITIES
519 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
520 WATER LINE FOR ST. ANDREWS LANE AT STATION 9+00
521 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
522 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
523 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
524 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
525 WATER LINE FOR ST, ANDREWS LANE AT STATION 11+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 J~spectf~ly~;ub~itted
3 LIME STARILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~
4. CEMENTTREATED D RETEST ROY~'ELEZ ~
ALPHA TESTIly, INC.
Our test results end reports are fo~ the exclusive use of the Client (and theil designated recipients on file tn 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 written approval Test results and repo~ts apply only to the samples tested and/or observed, and are not indicative of the qualities of
Geofechnical Enclineefinq / ConstRiction Materials Testina ~. Environmental Enclineenncl /~ Consultino
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dollas, Texas 75229
972/620-8911 - ~72/263.4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09/15/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-32B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM M~,XlMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTHS,,,,, NUMBER MOISTURE DRY DENSI3~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
526 09/15/04 FG-1,5 3 24.0 95.5 25.1 93 97 1-A
527 09/15/04 FG-I.0 3 24.0 95.5 25,2 93 97 1-A
528 09/15/04 FG-0.5 3 24.0 95.5 26.2 92 97 1-A
529 09/15/04 FG 3 24.0 95,5 25.6 92 96 1-A
TEST LOCATION: UTILITIES
526 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
527 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
528 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+10
529 WATER LINE FOR ST. ANDREWS LANE AT STATION 11+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 ~spec~ffed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
V
4 CEMENTTREATED D. RETEST ROY~'ELEZ ~
ALPHA TESTII~NC.
Our test results and reports are for [he exclusive use of the Criem (and 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 out name and test results must receive our '.wltt e n approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineering £ Construction Materials Testing /: Environmental Engineering P' Consulting