Westhaven 2-LR130128TESTED FOR:DATE: 01/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
133 01/28/13 EG-5.0 2 9.2 124.4 12.2 119 95 2A
134 01/28/13 EG-6.0 1 11.9 117.9 12.9 117 99 2A
135 01/28/13 EG-4.0 1 11.9 117.9 13.6 116 99 2A
136 01/28/13 EG-4.0 2 9.2 124.4 11.8 119 96 1-A
137 01/28/13 EG-3.0 1 11.9 117.4 13.3 117 99 1-A
138 01/28/13 EG-3.0 2 9.2 124.4 12.6 118 95 1-A
139 01/28/13 EG-2.0 1 11.9 117.9 13.0 118 100 1-A
TEST LOCATION:Test Pit from Station 6+25 to Station 7+52 - Evergreen Drive
133
134
135
136
137
138
139
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
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.
Don Hinton
130127-14
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Trash Pit at Evergreen Drive at Station 6+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Trash Pit at Evergreen Drive at Station 6+25
Trash Pit at Evergreen Drive at Station 7+00
Trash Pit at Evergreen Drive at Station 7+50
Trash Pit at Evergreen Drive at Station 6+75
Trash Pit at Evergreen Drive at Station 7+25
Trash Pit at Evergreen Drive at Station 6+50
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 01/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
140 01/28/13 EG-5.0 1 11.9 117.9 13.5 117 99 1-A
141 01/28/13 EG-4.0 1 11.9 117.9 12.7 117 99 1-A
142 01/28/13 EG-2.0 1 11.9 117.9 11.6 118 100 1-A
143 01/28/13 EG-6.0 1 11.9 117.9 14.9 115 97 1-A
144 01/28/13 EG-5.0 1 11.9 117.9 13.4 117 99 1-A
145 01/28/13 EG-4.0 1 11.9 117.9 13.0 117 99 1-A
146 01/28/13 EG-4.0 1 11.9 117.9 14.3 116 98 1-A
TEST LOCATION:Test Pit from Station 9+50 to Station 10+25
140
141
142
143
144
145
146
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
Trash Pit at Valley Gutter at Station 8+00 - West Corner of Block A-10-11
Trash Pit at Valley Gutter at Station 7+25 - West Corner of Block A-10-11
Trash Pit at Evergreen Drive at Station 10+15
Trash Pit at Evergreen Drive at Station 6+25
Trash Pit at Valley Gutter at Station 8+25 - West Corner of Block A-10-11
DATETEST
NO.
Trash Pit at Valley Gutter at Station 7+50 - West Corner of Block A-10-11
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Trash Pit at Evergreen Drive at Station 9+50
Don Hinton
130127-14A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
147 01/28/13 EG-3.0 1 11.9 117.9 13.9 115 98 1-A
148 01/28/13 EG-2.0 1 11.9 117.9 12.6 117 99 1-A
149 01/28/13 EG-1.0 1 11.9 117.9 12.0 118 100 1-A
150 01/28/13 EG-3.0 1 11.9 117.9 12.2 118 100 1-A
151 01/28/13 EG-2.0 1 11.9 117.9 12.8 117 99 1-A
152 01/28/13 EG-6.0 1 11.9 117.9 13.3 117 99 1-A
153 01/28/13 EG-5.0 1 11.9 117.9 12.9 116 99 1-A
TEST LOCATION:
147
148
149
150
151
152
153
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
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.
Don Hinton
130127-14B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
Trash Pit at Evergreen Drive at Station 9+75
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Trash Pit at Valley Gutter Street at Station 7+00
Trash Pit at Windsor Road at Station 1+50
Trash Pit at Windsor Road at Station 2+00
Trash Pit at Valley Gutter Street at Station 7+40
Trash Pit at Valley Gutter Street at Station 7+75
Trash Pit at Evergreen Drive at Station 10+00
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
TESTED FOR:DATE: 01/28/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
154 01/28/13 EG-4.0 2 9.2 124.4 12.6 118 95 1-A
155 01/28/13 EG-3.0 2 9.2 124.4 12.5 119 96 1-A
156 01/28/13 EG-2.0 2 9.2 124.4 11.6 122 98 1-A
157 01/28/13 EG-1.0 2 9.2 124.4 12.0 121 97 1-A
TEST LOCATION:
154
155
156
157
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Attef Abushakra, P.E.
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.
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
Irving, Texas
Trash Pit at Windsor Road at Street at Station 1+75
Trash Pit at Windsor Road at Street at Station 2+50
DATETEST
NO.
Trash Pit at Windsor Road at Street at Station 2+00
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Trash Pit at Windsor Road at Street at Station 2+25
Don Hinton
130127-14C
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN: