Alexander Ct-LR071101 (2)
'~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
DATE' 11/01/07
-
Colleyvill~
~~
PROJECT: ander Court OUR REPORT NO.: 070021-17
TEST DATA: ( oppell, Texas
TEST \ ~. SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT'
NO. DEPTH NUMBER % PCF % PCF COMPACTION
~
70 11/01/07 FG-8.0 6 14.0 112.2 20.8 109 V 97 1-A
71 11/01/07 FG-7.0 6 14.0 112.2 20.6 108 !\. 96 1-A
72 11/01/07 FG-6.0 6 14.0 112.2 17.8 111 r 99 1-A
~.
73 11/01/07 FG-5.0 6 14.0 112.2 20.7 108 I 96 1-A
74 11/01/07 FG-4.0 6 14.0 112.2 19.0 107 I 96 1-A
75 11/01/07 FG-3.0 6 15.2 114 16.3 109 ( 96 1-A
18~ , - 96
76 11 /0 1 /07 FG-2.0 6 14.0 112.2 107 1-A
TEST LOCATION: UTILITIES ~ ,
70 SANITARY SEWER LINE A AT STATION 1+00 /~ I J.
71 SANITARY SEWER LINE A AT STATION 1+05 VP /'
72 SANITARY SEWER LINE A AT STATION 1+10 ~
73 SANITARY SEWER LINE A AT STATION 1+15 - A. .
74 SANITARY SEWER LINE A AT STATION 1+20 /j- {J. /J.fJ ~\
V - n VA }
75 SANITARY SEWER LINE A AT STATION 1+25
I .. V
76 SANITARY SEWER LINE A AT STATION 1+30
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.
~~
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. INe.
2209 Wisconsin St" Suite 7 00
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: 11/01/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-17A
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
77 11/01/07 FG-7.0 6 14.0 112.2 17.4 107 96 1-A
78 11/01/07 FG-6.0 3 13.0 115.4 16.1 115 100 1-A
79 11/01/07 FG-5.0 3 13.0 115.4 14.8 114 99 1-A
80 11/01/07 FG-4.0 3 13.0 115.4 15.1 113 98 1-A
81 11/01/07 FG-3.0 3 13.0 115.4 16.0 114 99 1-A
82 11/01/07 FG-2.0 2 15.2 114 17.2 110 96 1-A
83 11/01/07 FG-1.0 2 15.2 114 17.2 111 97 1-A
TEST LOCATION:
UTILITIES
77 SANITARY SEWER LINE A AT STATION 4+00
78 SANITARY SEWER LINE A AT STATION 4+05
79 SANITARY SEWER LINE A AT STATION 4+10
80 SANITARY SEWER LINE A AT STATION 4+15
81 SANITARY SEWER LINE A AT STATION 4+20
82 SANITARY SEWER LINE A AT STATION 4+25
83 SANITARY SEWER LINE A AT STATION 4+30
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
I~A TESnNG, 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: 11/01/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-178
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
84 11/01/07 FG-4.0 6 14.0 112.2 18.6 110 98 1-A
85 11/01/07 FG-3.0 6 14.0 112.2 18.8 109 97 1-A
86 11/01/07 FG-2.0 6 14.0 112.2 20.5 107 96 1-A
87 11/01/07 FG-1.0 6 14.0 112.2 18.8 110 98 1-A
88 11/01/07 FG-6.0 3 13.0 115.4 13.0 115 100 1-A
89 11/01/07 FG-5.0 3 13.0 115.4 13.1 115 100 1-A
90 11/01/07 FG-4.0 3 13.0 115.4 12.7 115 100 1-A
TEST LOCATION:
UTILITIES
84 SANITARY SEWER LINE A AT STATION 7+00
85 SANITARY SEWER LINE A AT STATION 7+05
86 SANITARY SEWER LINE A AT STATION 7+10
87 SANITARY SEWER LINE A AT STATION 7+15
88 SANITARY SEWER LINE A AT STATION 10+00
89 SANITARY SEWER LINE A AT STATION 10+05
90 SANITARY SEWER LINE A AT STATION 10+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
o RETEST
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING, INC.
OUf test resuits 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 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: 11/01/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-17C
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
91 11/01/07 FG-3.0 3 13.0 115.4 14.1 110 95 1-A
92 11/01 /07 FG-2.0 3 13.0 115.4 12.6 111 96 1-A
93 11/01/07 FG-1.0 3 13.0 115.4 13.1 110 96 1-A
94 11 /0 1 /07 FG-5.0 2 15.2 114 17.1 109 95 1-A
95 11/01/07 FG-4.0 2 15.2 114 16.1 109 96 1-A
96 11/01/07 FG-3.0 2 15.2 114 17.1 109 95 1-A
97 11/01/07 FG-2.0 2 15.2 114 16.0 109 95 1-A
TEST LOCATION:
UTILITIES
91 SANITARY SEWER LINE A AT STATION 10+15
92 SANITARY SEWER LINE A AT STATION 10+20
93 SANITARY SEWER LINE A AT STATION 10+25
94 SANITARY SEWER LINE B AT STATION 1+00
95 SANITARY SEWER LINE B AT STATION 1+05
96 SANITARY SEWER LINE B AT STATION 1+10
97 SANITARY SEWER LINE B AT STATION 1+15
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.
~~
Tom Ellis
ALPHA TESTING, INC.
Our test resulls 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 slmtlar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting
I~A TESnHG, IHe.
2209 Wisconsin St., Suite 100
Oaf/os, 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: 11/01/07
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-17D
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT"
NO DEPTH NUMBER % PCF % PCF COMPACTION
98 11/01/07 FG-1.0 2 15.2 114 15.7 110 96 1-A
99 11/01/07 FG 2 15.2 114 16.1 109 96 1-A
100 11/01 /07 FG-1.0 2 15.2 114 17.0 109 96 1-A
TEST LOCATION:
UTILITIES
98 SANITARY SEWER LINE B AT STATION 1+20
99 SANITARY SEWER LINE B AT STATION 1+25
100 SANITARY SEWER LINE A AT STATION 1+35
1 FILL
2 NATURALSUBGRADE
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 tesl results and reports are for the exclUSive use of the Client (and their designated recipients on file In our office) and shall nol 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 tesled and/or observed, and are not indicative of the qualities of
apparently identical or Similar specimens
Geotechnical Engineering & Construction Materials Testing & Environmental Engineering & Consulting