Alexander Ct-LR071105
~\A TESnNG. 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
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 11/05/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-18
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY C1MPACTION COMMENT'
% PCF % PCF
101 11/05/07 FG-3.0 6 14.0 112.2 13.1 108 7 96 1-A
102 11/05/07 FG-2.0 6 14.0 112.2 13.7 107 96 1-A
103 11/05/07 FG-1.0 6 14.0 112.2 13.1 109 98 1-A
104 11/05/07 FG-3.0 6 14.0 112.2 13.7 108 96 1-A
105 11/05/07 FG-2.0 6 14.0 112.2 13.6 110 98 1-A
106 11/05/07 FG-1.0 6 14.0 112.2 13.5 109 \ 97 1-A
,
107 11/05/07 FG-3.0 6 14.0 112.2 16.0 107 \. 95 1-A
-
TEST LOCATION:
UTILITIES
101 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
102 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
103 SANITARY SEWER SERVICE TO BLOCK A, PAD 8
104 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
105 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
106 SANITARY SEWER SERVICE TO BLOCK A, PAD 11
107 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
1. FILL
2 NATURAL SUBGRADE
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
Respectfully Submitted,
--/~
Tom Ellis
ALPHA TESTING, INC.
Our test results and reports are for the exclUSive use of the Clienl (and their designated recipienls on file in our office) and shall not be reproducec 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 TESnNG. INC.
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:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 11/05/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-18A
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 /
108 11/05/07 FG-2.0 6 14.0 112.2 16.0 107 -/ 96 1-A
7
109 11/05/07 FG-1.0 6 14.0 112.2 15.9 108 96 1-A
110 11/05/07 FG-3.0 6 14.0 112.2 16.7 107 95 1-A
111 11/05/07 FG-2.0 6 14.0 112.2 16.3 111 99 1-A
112 11/05/07 FG-1.0 6 14.0 112.2 15.6 111 99 1-A
113 11/05/07 FG-3.0 6 14.0 112.2 15.0 112 \ 100 1-A
"
114 11/05/07 FG-2.0 6 14.0 112.2 14.9 110 98 1-A
TEST LOCATION:
UTILITIES
108 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
109 SANITARY SEWER SERVICE TO BLOCK A, PAD 13
110 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
111 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
112 SANITARY SEWER SERVICE TO BLOCK A, PAD 16
113 SANITARY SEWER LINE B AT STATION 3+25
114 SANITARY SEWER LINE B AT STATION 3+28
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 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 Idenlical or Similar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
I~A 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 Corporation
Colleyville, Texas
DATE: 11/05/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-188
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
,
115 11/05/07 FG-1.0 6 14.0 112.2 15.3 112 100 1-A
v
TEST LOCATION:
UTI L1TI ES
115 SANITARY SEWER LINE 8 AT STATION 3+31
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 SPECIFICATIONS
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Respectfully Submitted.
~~
Tom Ellis
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 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