Town Center L4B1-LR010808 REPORT OF FIELD
COM. C ,O. s.s
ALPHA TESTING, INC.
2209 Wisconsin St Suite 100 I
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 08-Aug-01
DALLAS, TEXAS
PROJECT COPPELL TOWN OUR REPORT NO. 01612-6
COPPELL, TEXAS
TEST DATA:
TEST ~~'~,~ ~ O~I~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
7 8-Auc, I SG 1 15.5 101 16.6 101 ~ 1-A
8 8-Au~ SG 1 15.5 101 16.2 100 I 1-A
9 8-Au~ FG-2.0 1 15.5 101 15.5 101 i 1-A
10 8-Audi FG-2.0 1 15.5 101 16.4 101 ~ 1-A
11 8-Audi FG-1.0 I 15.5 101 14.0 97 i; 1-C
12 8-Audi FG-1.0 1 15.5 101 12.0 100 E' 1-C
TEST LOCATION: BUILDING PAD
7 50' S. & 25' E. FROM THE N.W. CORNER OF BLDG.
8 50' N. & 25' W. FROM THE N.E. CORNER OF BLDG.
9 20' N. & 20' E. FROM THE S.W. CORNER OF BLDG.
10 20' N. & 20' W. FROM THE S.E. CORNER OF BLDG.
11 25' N. & 20' E. FROM THE S.W. CORNER OF BLDG.
12 25'N& 20' W. FROM THE S.E. CORNER OF BLDG.
1. FILL * A. IN PLACE PERCENT MOISTURE
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Our test results & reports are for the ex~usive use of the Client (and their designated recipients on file in our office)and shall not be reproduced and/or distdbu~d ~,~s approval of A,~H.~. The ~se
not indicative of the ~
of our name & test results must receive our wdtten approval. Test results & reports apply only to the samples tested and/or observed, and are ~~ s~rnilar specimens.
Geotechnical Engineering lb Construction Materials Testing /2; Environmental Engineering lb Consulting