St Andrews Est-LR041027ALPHA TESTING, INC.
REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DATE: 10/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-44
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPT~.% NUMBER MOISTURE DRYDENSITY MOISTURE DRYDENSITYlC MPACTION COMMENT*
% PCF % PCF
689 10/27/04 SG 3 24.0 95.5 24.9 92 97 1-A
690 10/27/04 FG-5.0 3 24.0 95.5 27.8 91 ;, 95 1-A
691 10/27/04 FG-4.5 3 24.0 95.5 27,9 92 97 1-A
692 10/27/04 FG-4.0 3 24.0 95.5 27.4 94 98 1-A
693 10/27/04 FG-3.5 3 24.0 95.5 26.8 93 98 1-A
694 10/27/04 FG-3,0 3 24.0 95,5 27.3 92 96 1-A
!
695 10/27/04 FG-2.5 3 24.0 95.5 26.9 93 97 1-A
TEST LOCATION: DRAINAGE DITCH REAR OF PAD 18
689 30' N AND 10' E FROM THE SW CORNER OF PAD 18
690 29' N AND10' E FROM THE SW CORNER OF PAD18
691 28' N AND 10' E FROM THE SW CORNER OF PAD 18
692 27' N AND 10' E FROM THE SW CORNER OF PAD 18 '
693 26' N AND 10' E FROM THE SW CORNER OF PAD 18
i
695 24' N AND 10' E FROM THE SW CORNER OF PAD 18
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
I FiLL *A INPLACEPERCENTMOISTUREANOPERCENTCOMPACTIONCOMPLYWITHSPECIFICATIONS
Respectf II Subm ed
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
ROYVELEZ
4CEME.TT. *TED D .ETEST ALPHA &ZT ,
INC
Our test results and repo~s are for the excrusive use of the Client (and their designated recipierlts 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 written approval Test results and reports app¥ on~y to the samples tested and/or absented and are nat ifldiCative of the qualities of
apparently fdentica[ or similar specimens
Geotechnical Engineering /' Construction Materials Testing /;" Environmental Engineering /,~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8c)11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND cOMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-44A
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM ~XIMUM L~E IN PL~CE IN PLACE PERCENT
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY CO, ACTION COMMENT*
% PCF % PCF
696 10/27/04 FG-2.0 8 24.0 95.5 26.4 93 1-A
TEST LOCATION: DRAINAGE DITCH REAR OF PAD 18
696 23' N AND 10' E FROM THE SW CORNER OF PAD 18
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE B PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPEClFICATIONS Respecffuly ubmi d
3 LIME STABILIZED C PERCENTINPLACEMOISTUREDOESNOTCOMPLYWITHSPECIFICATIONS AR~LOpY~A~T?:~
4 CEMENTTREATED D RETEST
AL N ESTIJ~, INC