Alexander Ct-LR071012
I~A TESTING, INe.
2209 Wisconsin St., Suite 700
Dallas, Texas 75229
972/620-8977 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 10/12/07
PROJECT:
Alexander Court
Cappell, Texas
OUR REPORT NO.: 070021-9
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
NO. % PCF % PCF
49 10/12/07 FG-2.0 3 13.0 115.4 14.8 111 I 96 1-A
50 10/12/07 FG-1.0 3 13.0 115.4 15.6 111 96 1-A
I
51 10/12/07 FG 3 13.0 115.4 13.4 113 i 98 1-A
52 10/12/07 FG-2.0 3 13.0 115.4 13.8 112 1 97 1-A
j
53 10/12/07 FG-1.0 3 13.0 115.4 14.7 112 \ 97 1-A
54 10/12/07 FG 3 13.0 115.4 14.0 114 99 1-A
55 10/12/07 FG-2.0 3 13.0 115.4 14.5 113 98 1-A
TEST LOCATION:
BUILDING PADS
49 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 16
50 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 16
51 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 16
52 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 17
53 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 17
54 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 17
55 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 18
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.
~ffL--
Tom Ellis
ALPHA TESTING, INC.
Our test results and reports are for the exclUSIve use of the Client (and thell 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 simjlar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
I~A TESTING. INe.
2209 Wisconsin St., Suite 100
Do/los. 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: 10/12/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-9A
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
"
56 10/12/07 FG-1.0 3 13.0 115.4 12.8 114 99 1-A
1
10/12/07 FG 3 13.0 115.4 13.6 115 , 100 1-A
57
:
58 10/12/07 FG-2.0 3 13.0 115.4 14.2 116 100 1-A
59 10/12/07 FG-1.0 3 13.0 115.4 14.7 112 97 1-A
60 10/12/07 FG 3 13.0 115.4 14.5 111 96 1-A
61 10/12/07 FG-2.0 3 13.0 115.4 13.6 112 97 1-A
62 10/12/07 FG-1.0 3 13.0 115.4 13.6 113 98 1-A
TEST LOCATION:
BUILDING PADS
56 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 18
57 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 18
58 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 19
59 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 19
60 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 19
61 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 20
62 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 20
1 FILL
2. NATURAL SUBGRADE
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
OUf test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall nat be reproduced and/or distributed except with express approval of
ALPHA The use of our name and test resulls must receive our wrilten 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 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: 10/12/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-9B
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
63 10/12/07 FG 3 13.0 115.4 14.8 116 \ 101 1-A
\
64 10/12/07 FG-2.0 3 13.0 115.4 14.1 115 I 99 1-A
i
65 10/12/07 FG-1.0 3 13.0 115.4 13.6 115 100 1-A
66 10/12/07 FG 3 13.0 115.4 14.5 113 98 1-A
67 10/12/07 FG-2.0 3 13.0 115.4 16.2 112 97 1-A
/
68 10/12/07 FG-1.0 3 13.0 115.4 15.2 111 , 96 1-A
69 10/12/07 FG 3 13.0 115.4 15.8 111 96 1-A
TEST LOCATION: BUILDING PADS
63 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 20
64 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 21
65 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 21
66 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 21
67 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 22
68 30' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 22
69 3D' E AND 30' S FROM THE NW CORNER OF BLOCK A, PAD 22
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 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