Alexander Ct-LR070926
I~A TESTING. INC.
2209 Wisconsin Sf" Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
PROJECT:
MIRA MAR DEVELOPMENT CORP.
COllEYVlllE, TEXAS
ALEXANDER COURTK
COPPEll, TEXAS
DATE: 09/26/07
TESTED FOR:
OUR REPORT NO.: 070021-5
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT"
NO. DEPTH NUMBER % PCF % PCF COMPACTION
~
1 09/26/07 FG 1 12.3 119.4 14.1 114 95 1A
2 09/26/07 F G-1. 0 3 13.0 115.4 15.3 112 97 1A
3 09/26/07 FG-0.5 1 12.3 119.4 12.4 115 97 1A
4 09/26/07 FG 1 12.3 119.4 11.5 114 96 1A
5 09/26/07 FG-0.5 3 13.0 115.4 15.7 112 97 1A
6 09/26/07 FG 1 12.3 119.4 13.2 116 '-..s7 _ 1A
TEST lOCATION:
20' N & 20' E FROM SW CORNER OF PAD 22 (CUT)
2 25' N & 30' E FROM SW CORNER OF PAD 23 (1' Fill)
3 25' N & 30' E FROM SW CORNER OF PAD 23 (1' Fill)
4 25' N & 30' E FROM SW CORNER OF PAD 23 (1' Fill)
5 30' N & 25' E FROM SW CORNER OF PAD 24 (6" Fill)
7
6 30' N & 25' E FROM SW CORNER OF PAD 24 (6" Fill)
1. FILL
2 NATURALSUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
"A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETESfi Ie 1~llfJ~'1
OUf test results and reports are for the exclUSIve use of the Client (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 our name and test results must receive 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 Dr similar specimens.
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING, INC.
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting