Alexander Ct-LR071116
I~A TESTING. INC.
2209 Wisconsin St., 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 CORPORATION
COLLEYVILLE, TEXAS
ALEXANDER COURT~
COPPELL, TEXAS
DATE: 11/16/07
TESTED FOR:
OUR REPORT NO.: 070021-24
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
134 11/16/07 FG-3.0 6 14.0 112.2 16.4 112 / 99 1-A
135 11/16/07 FG-2.0 6 14.0 112.2 16.2 112 V 100 1-A
136 11/16/07 FG-1.0 6 14.0 112.2 16.8 112 / 100 1-A
137 11/16/07 FG-3.0 6 14.0 112.2 16.1 108 I 96 1-A
138 11/16/07 FG-2.0 6 14.0 112.2 16.4 110 98 1-A
139 11/16/07 FG-1.0 6 14.0 112.2 16.8 110 \ 98 1-A
""\
140 11/16/07 FG-3.0 3 13.0 115.4 14.9 113 ~. 1-A
TEST LOCATION'
UTILITIES
134 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 1+50
135 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 1+53
136 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 1+56
137 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 4+50
138 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 4+53
139 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 4+56
140 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 7+50
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
. A. IN PLACE PERCENT MOIST RE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COM PACTIO OT COMPLY WITH SPECIFICATIONS 1t7
~ :~~~~~TINPLACE TURE OESnNO:~~~YWIT~t~\1J 7#
Ul, \ Tom Ellis
ALPHA TESTING. INC
OUf test results and reports are for the exclusive use of the Client (and th gnaled 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 10 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, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 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: 11/16/07
PROJECT:
ALEXANDER COURT
COPPEll, TEXAS
OUR REPORT NO.: 070021-248
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
148 11/16/07 FG-10 6 14.0 112.2 14.0 109 A-r 1-A
l
TEST LOCATION:
UTILITIES
148 8" WATER LINE ALONG SANITARY SEWER LINE A AT STATION 13+56
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
. A
B
C
o
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
7#
Tom Ellis
ALPHA TESTING. INC
Our test resulls and reports are for the exclUSive use of the Client (and their aeslgnated 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