Alexander Ct-LR080707
ILPHA~HSTIIU
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: 07/07/08
PROJECT: OUR REPORT NO.: 070021-56
TEST DATA:
TEST ~ SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT.
% PCF % PCF
246 07/07/08 FG-1.0 2 12.8 118.6 8.6 116 I 98 1-C
247 07/07/08 FG-0.5 3 13.0 115.4 10.4 116 100 1-C
248 07/07/08 FG 5 SF 12.5 118.4 9.1 120 101 1-C
249 07/07/08 SG-0.5 6 14.0 112.3 14.9 104 93 2-BC
250 07/07/08 FG 6 14.0 112.3 17.7 104 92 1-B
251 07/07/08 SG-0.5 4 20.5 91.8 8.7 94 1Q2... 2-C
252 07/07/08 FG 5 SF 12.5 118.4 14.1 104 j~88 J 1-B
TEST LOCATION: '7 ~-~
,
246 BUILDING 11, 10' WAND 15' N OF SW CORNER I
247 BUILDING 11, 15' WAND 20' N OF SW CORNER
248 BUILDING 11, 20' WAND 25' N OF SW CORNER
249 BUILDING 12, 5' WAND 10' N OF SW CORNER
250 BUILDING 12,10' WAND 15' S OF SW CORNER
251 BUILDING 13,15' WAND 20' N OF SW CORNER
252 BUILDING 13, 20' WAND 25' N OF SW CORNER
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
. A IN PLACE PERCENT M
B. PERCENT COMPAC
C PERCENT IN PLA
D. RETEST
AND PERCENT C1PACTION COMPLY WITH SPECIFICA~NS
NOT COMPLY WIT SPECIFICATIONS
DOESFiO P eTHSPECIF AT10NS~f ?#-
I 7 .If Tom Ellis
r/ 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 resulls 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 or similar specimens.
ILPHI t\. 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: 07/07/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-56A
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
--
253 07/07/08 SG-0.5 6 14.0 112.3 14.5 111 /99 2-A
254 07/07/08 FG 3 13.0 115.4 7.9 111 I 96 1-C
255 07/07/08 SG-0.5 6 14.0 112.3 12.9 106 \ 94 2-C
256 07/07/08 FG 6 14.0 112.3 17.6 103 "'92 1-A
253 BUILDING 14, 18' WAND 30' N OF SW CORNER
254 BUILDING 14, 30' WAND 20' S OF SW CORNER
255 BUILDING 14,40' WAND 25' S OF SW CORNER
TEST LOCATION:
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
'A.
S.
C.
D.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Respectfully Submitted.
~~
Tom Ellis
ALPHA TESTING, INC.
Our lest results and reports are for the exclusive use of Ihe Client (and Ihelf 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 or similar specimens.