Alexander Ct-LR080712
ALPHA ~ TESTIIIG
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
\NWW. alphatesting .com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-55
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
210 07/12/08 SG 3 13.6 115.4 13.4 114 99 1-A
211 07/12/08 FG-1.6 3 13.6 115.4 14.5 113 98 1-A
212 07/12/08 FG-0.6 3 13.6 115.4 14.9 112 97 1-A
213 07/12/08 SG-2.7 3 13.6 115.4 15.1 111 96 1-A
214 07/12/08 F G-1. 7 3 13.6 115.4 13.2 115 100 1-A
215 07/12/08 FG-0.7 3 13.6 115.4 16.5 110 95 1-A
216 07/12/08 FG 3 13.6 115.4 14.8 112 97 1-A I
TEST LOCATION:
BUILDING PADS
210 40' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 1 I
i
25' SAND 10' E FROM THE NW CORNER OF BLOCK A, PAD 1 I
211 I
212 30'S AND 25' E FROM THE NW CORNER OF BLOCK A, PAD 1
213 15' SAND 5' E FROM THE NW CORNER OF BLOCK A, PAD 2 j
,
,
214 20' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 2 I
i
I
215 10' SAND 35' E FROM THE NW CORNER OF BLOCK A, PAD 2 I
I
I
216 30' SAND 10' E FROM THE NW CORNER OF BLOCK A, PAD 2 i
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 exclus,ve 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 lest results must receive our written approval Test results and reports apply only to the samples lested and/or observed, and are not indicative of the qualities of
apparently Identical or Similar specimens
ALPHA ~ TESTING
2209 Wisconsin Street, Suite 100
Dallas. Texas 75229
Geotechnical 1 Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-55A
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
217 07/12/08 SG 3 13.6 115.4 13.9 115 99 1-A
218 07/12/08 FG-0.3 3 13.6 115.4 15.6 110 96 1-A
219 07/12/08 FG-0.6 3 13.6 115.4 14.3 113 98 1-A
220 07/12/08 FG-1.5 3 13.6 115.4 15.2 111 96 1-A
221 07/12/08 FG-0.5 3 13.6 115.4 14.0 112 97 1-A
222 07/12/08 SG 3 13.6 115.4 13.7 115 99 1-A
223 07/12/08 FG-1.7 3 13.6 115.4 15.4 111 96 1-A
TEST LOCATION:
BUILDING PADS
217 20' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 3
218 10' SAND 15' E FROM THE NW CORNER OF BLOCK A, PAD 3
219 30' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 4
220 25' SAND 10' E FROM THE NW CORNER OF BLOCK A, PAD 8
221 15' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 8
222 30' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 11
223 45' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 11
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 COMPL Y 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 andlor distributed except wilh 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
ALPHA ~ TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-55B
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
224 07/12/08 FG-0.7 3 13.6 115.4 15.4 110 95 1-A
225 07/12/08 FG-2.0 3 13.6 115.4 15.2 110 96 1-A
226 07/12/08 FG-1.0 3 13.6 115.4 15.6 110 95 1-A
227 07/12/08 FG 3 13.6 115.4 13.4 114 99 1-A
228 07/12/08 SG 3 13.6 115.4 14.6 112 97 1-A
229 07/12/08 FG-0.8 3 13.6 115.4 14.3 113 98 1-A
230 07/12/08 FG 3 13.6 115.4 13.8 114 99 1-A
TEST LOCATION:
BUILDING PADS
224 25' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 11
I
225 5' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 12 i
226 15' SAND 15' E FROM THE NW CORNER OF BLOCK A, PAD 12 I
I
227 20' SAND 15' E FROM THE NW CORNER OF BLOCK A, PAD 12
228 25' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 13
229 20' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 13
230 15' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 13 ,
I
I
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,
--7~
Tom Ellis
ALPHA TESTING, INC
Our test results and reports are for the exclusive use of the Chent (and Ihelf des,gnated reCipients on f,le ,n our office) and shall not be reproduced and/or distributed except with express approval of
ALPHA The use of OUf flame and test results must receive our written approval Test results and reports apply only to the samples lested and/or observed, and are not indicative of the qualities of
apparently Identical or similar speCimens
ALPHA t\ TESTHU
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-55C
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT"
NO. DEPTH NUMBER % PCF % PCF COMPACTION
231 07/12/08 FG-1.6 3 13.6 115.4 13.1 115 100 1-A
232 07/12/08 FG-0.6 3 13.6 115.4 16.2 111 96 1-A
233 07/12/08 SG 3 13.6 115.4 13.6 114 ,
99 1-A
234 07/12/08 FG-0.7 3 13.6 115.4 13.1 115 100 1-A
235 07/12/08 FG-3.0 3 13.6 115.4 14.2 113 98 1-A
236 07/12/08 5G 3 13.6 115.4 13.6 114 99 1-A
237 07/12/08 FG-1.9 3 13.6 115.4 14.4 113 98 1-A
TEST LOCATION:
BUILDING PADS
231 30' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 14
232 35' SAND 15' E FROM THE NW CORNER OF BLOCK A, PAD 14
233 20' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 15
234 30' 5 AND 10' E FROM THE NW CORNER OF BLOCK A, PAD 15
235 15' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 18
236 10' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 21
237 5' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 24
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 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 lesl results musl rece,ve our wflllen approval Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualit,es of
apparently Identical or SImilar specimens
ILPHI~TESTINI
2209 Wisconsin Street. Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-550
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
NO. NUMBER % PCF % PCF
238 07/12/08 FG-0.9 3 13.6 115.4 14.0 113 98 1-A
239 07/12/08 SG 3 13.6 115.4 13.6 114 99 1-A
240 07/12/08 FG 3 13.6 115.4 16.7 111 96 1-A
241 07/12/08 SG 3 13.6 115.4 16.2 111 96 1-A
242 07/12/08 FG-1.2 3 13.6 115.4 13.3 115 99 1-A
243 07/12/08 FG 3 13.6 115.4 13.0 115 100 1-A
244 07/12/08 FG-2.5 3 13.6 115.4 14.5 113 98 1-A
TEST LOCATION:
BUILDING PADS
238 40' SAND 15' E FROM THE NW CORNER OF BLOCK A, PAD 24
I
239 20' SAND 25' E FROM THE NW CORNER OF BLOCK A, PAD 25 I
,
,
240 10' SAND 20' E FROM THE NW CORNER OF BLOCK A, PAD 26 I
241 30' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 27
242 25' SAND 10' E FROM THE NW CORNER OF BLOCK A, PAD 27
243 15' SAND 20' E FROM THE NW CORNER OF BLOCK A. PAD 27
244 15' SAND 25' 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
o RETEST
Respectfully Submitted.
~~
Tom Ellis
ALPHA TESTING, INC
Our test results and reports are for the exclusove use of the Client (and Ihe" designated recipients on file In our office) and shall not be reproduced and/or distributed except w,th express approval of
ALPHA The use of our name and lesl 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
apparentiy Identical or similar specimens
ALPHA'" TESTING
2209 Wisconsin Street, Suite 1 00
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Mira Mar Development Corporation
Colleyville, Texas
DATE: 07/12/08
PROJECT:
Alexander Court
Coppell, Texas
OUR REPORT NO.: 070021-55E
TEST DATA:
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
NO. % PCF % PCF
245 07/12/08 FG-1.5 3 13.6 115.4 13.3 114 99 1-A
I
TEST LOCATION:
BUILDING PADS
245 25' SAND 30' E FROM THE NW CORNER OF BLOCK A, PAD 28
i
1 FILL
2 NATURALSUBGRADE
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 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 our name and test 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