Alexander Ct-LR071108
,~ .
ALPHA TESTING, INC.
2209 Wisconsin st., Suite 700
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
MIRA MAR DEVELOPMENT CORPO TION
COLLEYVILLE, TEXAS
DATE: 11/08/07
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
OUR REPORT NO.: 070021-20
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
I
116 11/08/07 FG-3.0 1 12.3 119.4 12.3 119 100 1-A
117 11/08/07 FG-2.0 1 12.3 119.4 13.0 117 98 1-A
118 11/08/07 FG-1.0 1 12.3 119.4 13.2 116 J 97 1-A
119 11/08/07 FG-3.0 1 12.3 119.4 13.2 116 97 1-A
120 11/08/07 FG-2.0 1 12.3 119.4 13.1 117 98 1-A
121 11/08/07 FG-1.0 1 12.3 119.4 12.6 119 100 1-A
122 11/08/07 FG-3.0 2 15.2 114 16.3 109 ~ 1-A
TEST LOCATION:
UTILITIES
116 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
117 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
. A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICA
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
118 SANITARY SEWER SERVICE TO BLOCK A, PAD 20
119 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
120 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
121 SANITARY SEWER SERVICE TO BLOCK A, PAD 22
122 SANITARY SEWER SERVICE TO BLOCK A, PAD 26
Respectfully Submitted,
~~
Tom Ellit-
ALPHA TESTING, INC.
OUf test results and reports are for the exclUSive use of the Client (and thelf 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 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
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
I~A TESTING, INe.
2209 Wisconsin Sf.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
MIRA MAR DEVELOPMENT CORPORATION
COLLEYVILLE, TEXAS
DATE: 11/08/07
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
OUR REPORT NO.: 070021-20A
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
123 11/08/07 FG-2.0 3 13.0 115.4 13.5 115 99 1-A
124 11/08/07 FG-1.0 3 13.0 115.4 13.2 115 100 1-A
125 11/08/07 FG-3.0 3 13.0 115.4 12.9 113 98 1-A
126 11/08/07 FG-2.0 3 13.0 115.4 14.5 113 98 1-A
127 11/08/07 FG-1.0 3 13.0 115.4 13.1 115 99 1-A
TEST LOCATION:
UTILITIES
123 SANITARY SEWER SERVICE TO BLOCK A, PAD 26
124 SANITARY SEWER SERVICE TO BLOCK A, PAD 26
125 SANITARY SEWER SERVICE TO BLOCK A, PAD 29
126 SANITARY SEWER SERVICE TO BLOCK A, PAD 29
127 SANITARY SEWER SERVICE TO BLOCK A, PAD 29
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
o RETEST
Respectfully Submitted.
~~
Tom Ellis
ALPHA TESTING. INC
Our test results and reports are for the exclusive use of the Client (and thelf 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
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting