St Andrews Est-LR040922ALPHA 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: 09/22/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-36
TEST DATA:
TEST ~ ELEV SOIL ID OPTIMUM t,&AXlMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDE PTH""~...h NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
602 09/22/04 FG-3.0 3 24.0 95.5 24,9 98 102 1-A
603 09/22/04 FG-2.5 3 24.0 95.5 24.1 98 103 1-A
604 09/22/04 FG-2.0 3 24.0 95.5 24.0 98 103 1-A
605 09/22/04 FG-1.5 3 24.0 95.5 25.5 97 102 1-A
606 09/22/04 FG-1.0 3 24.0 95.5 25.0 99 103 1-A
607 09/22/04 FG-0.5 3 24.0 95.5 24.2 98 102 I-A
608 09/22/04 FG 3 24.0 95.5 24.4 98 102 I-A
TEST LOCATION: UTILITIES
602 WATER SERVICE TO BLOCK A, PAD 1
603 WATER SERVICE TO BLOCK A, PAD 1
604 WATER SERVICE TO BLOCK A, PAD 1
605 WATER SERVICE TO BLOCK A, PAD 1
606 WATER SERVICE TO BLOCK A, PAD 1
607 WATER SERVICE TO BLOCK A, PAD 1
608 WATER SERVICE TO BLOCK A, PAD 1
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 Respecffu~y ~bm~ed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTE~TED D RETEST ROY~ELEZ
ALPHA TESTIN~NC
Our test results and repo~s aCe for the excluswe use of the Client (and their designated recipients on file in our ~) and shall ~ot be reproduced and/or distributed except with express approval
ALPHA The use of our name a~d test results must receive our written approval Test results and repods apply only to the samples Jested and/or obsewed and are ~ot indi~t~ve of the qualities of
apparently ~denti~l or similar specimens
Oeotechnical Engineering /, Construction Materials Testing /. 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: 09~22~04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-36A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENStTY COMPACTION COMMENT*
% PCF % PCF
609 09/22/04 FG-3.0 3 24.0 95.5 25.1 98 102 1-A
610 09~22~04 FG-2.5 3 24.0 95.5 25.4 97 101 I-A
611 09~22~04 FG-2.0 3 24.0 95.5 24.6 98 103 I-A
612 09~22~04 FG-1.5 3 24.0 95.5 24.0 99 103 I-A
613 09~22~04 FG-1.0 3 24.0 95.5 24.0 96 100 I-A
614 09/22/04 FG-0.5 3 24.0 95.5 24.5 96 101 I-A
615 09/22/04 FG 3 24.0 95.5 24.8 95 99 I-A
TEST LOCATION: UTILITIES
609 WATER SERVICE TO BLOCK A, PAD 2
610 WATER SERVICE TO BLOCK A, PAD 2
611 WATER SERVICE TO BLOCK A, PAD 2
612 WATER SERVICE TO BLOCK A, PAD 2
613 WATER SERVICE TO BLOCK A, PAD 2
614 WATER SERVICE TO BLOCK A, PAD 2
615 WATER SERVICE TO BLOCK A, PAD 2
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 Respect[ II Submitted
4 CEMENTTREATED D. RETEST
Our test results and reports are for the exclusive use of the Client (and their designated reopients on file in our office) and shall no[ be reproduced and/or distributed except wilh express approval of
ALPHA The use of our name and test results must receive our written approval Test results arid reports apply only to the samples tested and/or observed and are not indicative of the qualities of
apparently identiCal or similar spec,mens