Alexander Ct-LR071121
I~A TESTING. INe.
2209 Wisconsin St., Suite 700
Oaf/as, 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: 11/21/07
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
OUR REPORT NO.: 070021-26
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
149 11/21/07 FG-1.0 6 14.0 112.2 15.5 110 / 98 1-A
150 11/21/07 FG 6 14.0 112.2 15.0 109 97 1-A
151 11/21/07 FG-1.0 3 13.0 115.4 14.9 115 / 100 1-A
I
152 11/21/07 FG 3 13.0 115.4 15.3 115 99 1-A
153 11/21/07 FG-1.0 6 14.0 112.2 13.1 108 96 1-A
154 11/21/07 FG 6 14.0 112.2 13.3 107 \ 96 1-A
155 11/21/07 FG-1.0 6 14.0 112.2 14.2 110 ~ 1-A
TEST LOCATION'
UTILITIES
149 WATER SERVICE TO BLOCK A, PAD 11
150 WATER SERVICE TO BLOCK A, PAD 11
151 WATER SERVICE TO BLOCK A, PAD 9
152 WATER SERVICE TO BLOCK A, PAD 9
153 WATER SERVICE TO BLOCK A, PAD 27
154 WATER SERVICE TO BLOCK A, PAD 27
155 WATER SERVICE TO BLOCK A, PAD 2
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 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. INC.
2209 Wisconsin St" Suite 1 00
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: 11/21/07
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
OUR REPORT NO.: 070021-26A
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER COMPACTION
% PCF % PCF
156 11/21/07 FG 6 14.0 112.2 13.6 111 (99 1-A
I
TEST LOCATION:
UTILITIES
156 WATER SERVICE TO BLOCK A, PAD 2
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.
OUf test results and reports are for the exclUSive use of the Chent (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 OUf 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
'~A TESTING, INC.
2209 Wisconsin St., Suite /00
Dallas, Texas 75229
972/620-89// - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
MIRA MAR DEVELOPMENT CORPORATION
COLLEYVILLE, TEXAS
DATE: 11/21/07
PROJECT:
ALEXANDER COURT
COPPEll, TEXAS
OUR REPORT NO.: 070021-27
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
157 11 /21 /07 FG-3.0 3 13.0 115.4 13.9 114 /99 1-A
158 11 /21 /07 FG-2.0 3 13.0 115.4 14.1 115 7 99 1-A
J
159 11 /21 /07 F G-1 .0 6 14.0 112.2 14.0 108 96 1-A
160 11 /21 /07 FG-3.0 6 14.0 112.2 13.2 111 / 99 1-A
161 11/21/07 FG-2.0 2 12.8 118.6 14.0 114 I 96 1-A
162 11/21/07 F G-1 .0 2 12.8 118.6 13.7 117 99 1-A
163 11 /21 /07 FG-1.0 2 12.8 118.6 14.5 116 \ 98 1-A
TEST LOCATION: UTILITIES \
'"
157 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 0+00
158 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 0+05
159 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 0+08
160 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 3+00
161 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 3+05
162 8" WATER LINE ALONG SANITARY SEWER LINE B AT STATION 3+10
163 WATER SERVICE TO BLOCK A, PAD 23
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 thelf designated recipients on file m our office) and shall nol be reproduced and/or distnbuted 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 lested and/or observed, and are not Indicative of the qualilles of
apparently Identical or Similar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
I~A TESTING, INe.
2209 Wisconsin St., Suite 700
Dallas, 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: 11/21/07
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
OUR REPORT NO.: 070021-27A
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
164 11/21/07 FG 2 12.8 118.6 11.5 114 /96 1-A
165 11/21/07 FG-1.0 3 13.0 115.4 12.6 113 / 98 1-A
166 11/21/07 FG 6 14.0 112.2 15.9 109 97 1-A
167 11/21/07 FG-1.0 6 14.0 112.2 15.4 109 97 1-A
168 11/21/07 FG 3 130 115.4 14.8 113 98 1-A
169 11/21/07 FG-10 3 13.0 115.4 14.0 113 \ 98 1-A
170 11/21/07 FG 3 13.0 115.4 13.4 112 \z 1-A
TEST LOCATION:
UTILITIES
164 WATER SERVICE TO BLOCK A, PAD 23
165 WATER SERVICE TO BLOCK A, PAD 21
166 WATER SERVICE TO BLOCK A, PAD 21
167 WATER SERVICE TO BLOCK A, PAD 18
168 WATER SERVICE TO BLOCK A, PAD 18
169 WATER SERVICE TO BLOCK A, PAD 14
170 WATER SERVICE TO BLOCK A, PAD 14
1 FILL
2 NATURALSUBGRADE
3. LIME STABILIZED
4 CEMENT TREA TED
'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
OUf test results and reports are for the exclusive use of the Client (and Hlelr deSignated reCIpients on ftle In our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of OUI name and test results must receive our written approval Test resu:ts and reports apply only to the samples lested and/or observed, and are not Indicative of the qualities of
apparently Identical or slmliar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting