Westhaven 2-LR130119TESTED FOR:DATE: 01/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1 01/19/13 EG-4.0 1 11.9 117.9 12.5 114 97 2-A
2 01/19/13 EG-4.0 1 11.9 117.9 13.2 117 99 2-A
3 01/19/13 EG-4.0 1 11.9 117.9 12.2 115 98 2-A
4 01/19/13 EG-4.0 1 11.9 117.9 12.8 114 97 2-A
5 01/19/13 EG-4.0 1 11.9 117.9 12.4 117 99 2-A
6 01/19/13 EG-6.0 1 11.9 117.9 13.6 114 96 2-A
7 01/19/13 EG-6.0 1 11.9 117.9 12.1 116 98 2-A
TEST LOCATION:
1
2
3
4
5
6
7
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
Wingate Road at Station 2+00 - Paving Station
15' S and 15' E from the NW Corner of Block A, Pad 1
15' S and 25' W from the NE Corner of Block B, Pad 25
20' N and 30' W from the SE Corner of Block B, Pad 27
Huntingdon Street at Station 1+00 - Paving
DATETEST
NO.
20' S and 30' E from the NW Corner of Block B, Pad 35
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 35' E from the NW Corner of Block B, Pad 1
Don Hinton
130127-5
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 01/19/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
8 01/19/13 EG-6.0 1 11.9 117.9 12.8 116 99 1-A
9 01/19/13 EG-3.0 1 11.9 117.9 13.0 117 99 1-A
10 01/19/13 EG-3.0 1 11.9 117.9 13.2 115 98 1-A
11 01/19/13 EG-3.0 1 11.9 117.9 12.2 117 99 1-A
12 01/19/13 EG-3.0 1 11.9 117.9 13.7 115 97 1-A
13 01/19/13 EG-5.0 1 11.9 117.9 12.8 117 99 1-A
14 01/19/13 EG-3.0 1 11.9 117.9 14.2 114 97 1-A
TEST LOCATION:
8
9
10
11
12
13
14
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
130127-5A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
15' S and 25' W from the NE Corner of Block B, Pad 26
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 30' E from the SW Corner of Block A, Pad 2
Wingate Road at Station 2+50
Huntingdon Street at Station 1+50
15' N and 25' W from the SE Corner of Block B, Pad 2
15' S and 15' W from the NE Corner of Block B, Pad 24
20' S and 15' W from the NE Corner of Block B, Pad 36
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