Alexander Ct-LR080201
,~
ALPHA TESTI
/
REPORT OF FIELD
COMPACTION TESTS
J INC.
2209 Wisconsi t.. Suite 100
Do/los. Texas 5229
972/620-8 7 - 972/263-4937 (Metro)
FAX: 97 '406-8023
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 02/01/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-36
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
186 02/01/08 FG 7-L 17.8 106.9 18.0 106 99 3-A
187 02/01 /08 FG 7-L 17.8 106.9 19.2 107 100 3-A
188 02/01/08 FG 7-L 17.8 106.9 18.6 103 97 3-A
189 02/01/08 FG 8-L 14.5 111.8 15.4 109 97 3-A
190 02/01/08 FG 8-L 14.5 111.8 16.7 110 98 3-A
191 02/01/08 FG 8-L 14.5 111.8 16.2 109 98 3-A
TEST LOCATION:
189 OLYMPIA LANE AT STATION 3+00
186 KNIGHTS WAY AT STATION 0+25
187 KNIGHTS WAY AT STATION 3+00
188 OLYMPIA LANE AT STATION 0+00
190 OLYMPIA LANE AT STATION 6+00
191 OLYMPIA LANE AT STATION 8+64
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
. A
B
C
D
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEC~tJ.~ONjJ
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS'V "-
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICA TI~'\'" Respectfully Submitted.
RETEST 11 \ · \ ~~
Tom Ellis
ALPHA TESTING, INC.
Our test results and reports are for the excluSive use of the Client (and their designated reCipients on file in our office) and shall nol be reproduced and/or distributed except with express approval of
ALPHA The use of our name and lest results must recel'1/8 our written 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 & Consulting