Alexander Ct-LR071207
I~A TESTING. INe.
2209 Wisconsin St., Suite 100
Oaf/as, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
DATE: 12/07/07
Mira Mar Development Corporation
Colleyville, Texas
PROJECT:
Alexander Court
Coppell, Texas
TEST DATA:
OUR REPORT NO.: 070021-29
TEST ~ SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
171 12/07/07 FG-4.0 3 13.0 115.4 16.0 114 99 1-A
172 12/07/07 FG-3.0 3 13.0 115.4 14.8 114 99 1-A
173 12/07/07 FG-2.0 3 13.0 115.4 15.4 113 98 1-A
174 12/07/07 FG-1.0 3 13.0 115.4 13.0 115 100 1-A
175 12/07/07 FG 3 13.0 115.4 12.7 115 100 1-A
176 12/07/07 FG-4.0 6 14.0 112.2 16.4 107 96 1-A
177 12/07/07 FG-3.0 6 14.0 112.2 15.2 108 96 1-A
TEST LOCATION:
UTILITIES
171 8" WATER LINE TIE-IN AT BLOCK A, PAD 24
172 8" WATER LINE TIE-IN AT BLOCK A, PAD 24
173 8" WATER LINE TIE-IN AT BLOCK A, PAD 24
174 8" WATER LINE TIE-IN AT BLOCK A, PAD 24
175 8" WATER LINE TIE-IN AT BLOCK A, PAD 24
176 8" WATER LINE TIE-IN AT BLOCK A, PAD 29
177 8" WATER LINE TIE-IN AT BLOCK A, PAD 29
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
~~
Tom Ellis
ALPHA TESTING. INC
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
;~A TESTING. INC.
2209 Wisconsin Sf.. Suite 100
Daflas, Texas 75229
972/620-8917 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 12/07/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-29A
TEST DATA:
TEST ~ SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
NO. % PCF % PCF
178 12/07/07 FG-2.0 6 14.0 112.2 16.2 107 95 1-A
179 12/07/07 FG-1.0 6 14.0 112.2 16.8 107 95 1-A
180 12/07/07 FG 6 14.0 112.2 13.6 108 97 1-A
181 12/07/07 FG-4.0 3 13.0 115.4 13.1 114 98 1-A
182 12/07/07 FG-3.0 3 13.0 115.4 12.6 114 99 1-A
183 12/07/07 FG-2.0 3 13.0 115.4 12.4 114 99 1-A
184 12/07/07 FG-1.0 3 13.0 115.4 12.9 113 98 1-A
TEST LOCATION'
UTILITIES
178 8" WATER LINE TIE-IN AT BLOCK A, PAD 29
179 8" WATER LINE TIE-IN AT BLOCK A, PAD 29
180 8" WATER LINE TIE-IN AT BLOCK A, PAD 29
181 8" WATER LINE TIE-IN AT BLOCK A, PAD 8
182 8" WATER LINE TIE-IN AT BLOCK A, PAD 8
183 8" WATER LINE TIE-IN AT BLOCK A, PAD 8
184 8" WATER LINE TIE-IN AT BLOCK A, PAD 8
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 the" 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
I~A TESTING, INe.
2209 Wisconsin St., 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: 12/07/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-29B
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
185 12/07/07 FG 3 13.0 115.4 12.5 115 100 1-A
TEST LOCATION:
UTI L1TI ES
185 8" WATER LINE TIE-IN AT BLOCK A, PAD 8
1 FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4 CEMENT TREATED
. A.
B
C
D.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICA nONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING. INC.
Our lesl resulls and reports are for Ihe exclusive use of the Client (and their designaled recipienls on file in our office) and shall nol be reproduced andlor distributed excepl With express approval of
ALPHA. The use of our name and lest resulls musl receive our written approval Tesl resulls and reports apply only to the samples lested and/or observed, and are not indicative of lhe qualilies of
apparently identical or similar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting