Alexander Ct-LR071009
I~A TESnNG. INC.
2209 Wisconsin St" Suite 1 00
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: 10/09/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-8
TEST DATA:
TEST ~. SOILID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
23 10/09/07 SG 3 13.6 115.4 13.1 111 196 \ 2-A
24 10/09/07 FG-1.0 3 13.6 115.4 13.0 111 97 1-A
I
25 10/09/07 FG-0.5 3 13.6 115.4 12.7 112 97 1-A
26 10/09/07 SG 3 13.6 115.4 14.5 110 95 2-A
I
27 10/09/07 FG-1.0 3 13.6 115.4 15.3 110 i 95 1-A
28 10/09/07 FG-0.5 3 13.6 115.4 14.1 110 96 i 1-A
29 10/09/07 SG 3 13.6 115.4 13.1 113 98 ! 2-A
!
\ I
TEST LOCATION: BUILDING PADS i
\.
23 30' NAND 40' W FROM THE SE CORNER OF BLOCK A, PAD 5 I
I
24 30' NAND 40' W FROM THE SE CORNER OF BLOCK A, PAD 5
25 30' NAND 40' W FROM THE SE CORNER OF BLOCK A, PAD 5
26 30' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 6
27 30' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 6
28 30' SAND 40' E FROM THE NW CORNER OF BLOCK A, PAD 6
29 25' SAND 10' W FROM THE NE CORNER OF BLOCK A, PAD 7
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 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, INe.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620-8911 - 9721263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 10/09/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-8A
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
30 10/09/07 FG-1.0 3 13.0 115.4 12.4 114 \ 99 1-A
31 10/09/07 FG-0.5 3 13.0 115.4 12.8 113 98 1-A
32 10/09/07 SG 3 13.0 115.4 13.3 112 I 97 2-A
!
33 10/09/07 FG-1.0 3 13.0 115.4 12.4 114 i 99 1-A
34 10/09/07 FG 3 13.0 115.4 12.9 113 ! 98 1-A
35 10/09/07 SG 3 13.0 115.4 13.1 113 98 2-A
36 10/09/07 FG-2.0 3 13.0 115.4 12.5 115 i 100 1-A
S OC ION
BUILDING PADS
TE T L AT \
30 25' SAND 20' W FROM THE NE CORNER OF BLOCK A, PAD 7 \
31 25' SAND 20' W FROM THE NE CORNER OF BLOCK A, PAD 7
32 15' SAND 50' E FROM THE NW CORNER OF BLOCK A, PAD 9
33 15' SAND 50' E FROM THE NW CORNER OF BLOCK A, PAD 9
34 15' SAND 50' E FROM THE NW CORNER OF BLOCK A, PAD 9
35 25' SAND 45' E FROM THE NW CORNER OF BLOCK A, PAD 10
36 25' SAND 45' E FROM THE NW CORNER OF BLOCK A, PAD 10
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 deslgnaled 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 lest 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 TESnHG. IHe.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
912/620-8911 - 972/263-4931 (Metro)
FAX: 912/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 10/09/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-8B
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
37 10/09/07 FG-1.5 3 13.0 115.4 13.8 111 96 1-A
38 10/09/07 FG-1.0 3 13.0 115.4 13.0 112 97 1-A
39 10109/07 FG-0.5 3 13.0 115.4 14.3 113 98 1-A
40 10109/07 SG 3 13.0 115.4 13.2 113 98 2-A
,
10/09/07 SG 3 13.0 115.4 13.2 ,
41 112 i 97 2-A
42 10109/07 FG-1.5 3 13.0 115.4 13.3 113 98 1-A
43 10/09/07 FG-1.0 3 13.0 115.4 12.6 114 99 1-A
TEST LOCATION
BUILDING PADS
\
37 25' SAND 45' E FROM THE NW CORNER OF BLOCK A, PAD 10
38 25' SAND 45' E FROM THE NW CORNER OF BLOCK A, PAD 10
39 25' SAND 45' E FROM THE NW CORNER OF BLOCK A, PAD 10
40 20' SAND 38' E FROM THE NW CORNER OF BLOCK A, PAD 28
41 20' SAND 38' E FROM THE NW CORNER OF BLOCK A, PAD 28
42 20' SAND 38' E FROM THE NW CORNER OF BLOCK A, PAD 28
43 20' SAND 38' E FROM THE NW CORNER OF BLOCK A, PAD 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,
---r~
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 tesl results must receIve our written approvaL Test results and reports apply only to the samples tested andlor 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,/Nc.
2209 Wisconsin St" Suite 7 00
Oaf/as, Texas 75229
972/620-8971 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 10/09/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-8C
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
44 10/09/07 FG-0.5 3 13.0 115.4 13.1 114 98 1-A
45 10/09/07 SG 3 13.0 115.4 14.3 111 96 2-A
46 10/09/07 FG-1.5 3 13.0 115.4 14.2 113 98 1-A
47 10/09/07 FG-1.0 3 13.0 115.4 12.7 114 99 1-A
48 10/09/07 FG-0.5 3 13.0 115.4 12.6 113 98 1-A
TEST LOCATION:
BUILDING PADS
44 20' SAND 38' E FROM THE NW CORNER OF BLOCK A, PAD 28
45 18' SAND 35' E FROM THE NW CORNER OF BLOCK A, PAD 29
46 18' SAND 35' E FROM THE NW CORNER OF BLOCK A, PAD 29
47 18' SAND 35' E FROM THE NW CORNER OF BLOCK A, PAD 29
48 18' SAND 35' E FROM THE NW CORNER OF BLOCK A, PAD 29
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 Client (and their deSignated reCipients on file in our office) and shall not be reproduced andlor distributed except with express approval of
ALPHA The use of our name and test resulls must receive our wnlten approval. Test results and reports apply only to the samples tested andlor observed. and are not indicative of the qualities of
apparently IdentIcal or similar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting