Alexander Ct-LR080708
ALPHI f\. TESTING REPORT OF FIELD
COMPACTION TESTS
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TESTED FOR: Mira Mar Development Corporation 1 ) ~ DATE: 07/08/08
Colleyville s 1 t"Z- 1~
PROJECT: OUR REPORT NO.: 070021-53
TEST DATA: )~
TEST SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTIDN COMMENT-
NO NUMBER % PCF % PCF
199 07/08/08 SG 6 14.0 112.3 19.0 104 93 2D-A
200 07/08/08 FG 6 14.0 112.3 18.3 107 95 2D-A
201 07/08/08 SG 6 14.0 112.3 16.9 105 93 2D-A
202 07/08/08 FG 6 14.0 112.3 17.9 106 95 2D-A
203 07/08/08 SG 6 14.0 112.3 17.7 104 93 2D-A
...,
I
204 07/08/08 FG 4 20.5 91.8 23.6 93 101 2D-A
205 07/08/08 SG 6 14.0 112.3 18.7 107 95 2D-A
TEST LOCATION: BUILDING PADS
199 10' SAND 10' W FROM THE NE CORNER OF PAD 15 I
!
200 15' SAND 10' W FROM THE NE CORNER OF PAD 15
201 10' SAND 10' W FROM THE NE CORNER OF PAD 14
202 15' SAND 11' W FROM THE NE CORNER OF PAD 14 ,
203 10' SAND 10' W FROM THE NE CORNER OF PAD 13
:
204 15' SAND 11' W FROM THE NE CORNER OF PAD 13 ,
205 12' SAND 12' W FROM THE NE CORNER OF PAD 12 i
-'
, 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 RETEST
Respectfully Submitted
~~
Tom Ellis
ALPHA TESTING. INC
Our test results and reports are for the exclusive use of the Chent (and their deSignated reCipIents on fde In our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of our name and lest resuits must receive our wntten 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
ALPHA ~ TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville , Texas
DATE: 07/08/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-53A
TEST DATA:
TEST ~ SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
206 07/08/08 FG 6 14.0 112.3 19.2 108 96 2D-A
207 07/08/08 SG 6 14.0 112.3 17.9 109 97 2D-A
208 07/08/08 FG-0.7 6 14.0 112.3 18.7 109 97 2D-A
209 07/08/08 FG 6 14.0 112.3 19.3 109 97 2D-A
TEST LOCATION:
BUILDING PADS
206 15' SAND 15' W FROM THE NE CORNER OF PAD 12
207 10' SAND 10' W FROM THE NE CORNER OF PAD 11
208 15' SAND 15' W FROM THE NE CORNER OF PAD 11
209 20' SAND 15' W FROM THE NE CORNER OF PAD 11
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 RETEST
Respectfully Submitted.
~~
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 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 ldenllcal or similar specimens