Westhaven 2-LR130313TESTED FOR:DATE: 03/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1376 03/13/13 FG-5.2 4 18.1 104.8 25.0 101 96 1-A
1377 03/13/13 FG-5.1 4 18.1 104.8 24.5 99 95 1-A
1378 03/13/13 FG-4.2 4 18.1 104.8 25.0 99 94 1-A
1379 03/13/13 FG-4.1 4 18.1 104.8 23.3 102 97 1-A
1380 03/13/13 FG-3.2 4 18.1 104.8 23.6 100 95 1-A
1381 03/13/13 FG-3.1 4 18.1 104.8 23.3 101 96 1-A
1382 03/13/13 FG-2.2 4 18.1 104.8 24.0 101 96 1-A
TEST LOCATION:Phase I - Moisture Condition
1376
1377
1378
1379
1380
1381
1382
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
15' N and 15' E from the SW Corner of Block M, Pad 14
60' S and 20' E from the NW Corner of Block M, Pad 13
25' N and 10' W from the SE Corner of Block M, Pad 14
40' S and 15' W from the NE Corner of Block M, Pad 13
15' N and 15' E from the SW Corner of Block M, Pad 13
DATETEST
NO.
40' S and 15' W from the NE Corner of Block M, Pad 14
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 10' W from the SE Corner of Block M, Pad 13
Don Hinton
130127-65
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 03/13/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
1383 03/13/13 FG-2.1 4 18.1 104.8 23.2 102 97 1-A
1384 03/13/13 FG-1.2 4 18.1 104.8 24.0 101 96 1-A
1385 03/13/13 FG-1.1 4 18.1 104.8 23.3 103 98 1-A
TEST LOCATION:Phase I - Moisture Condition
1383
1384
1385
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
130127-65A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
60' S and 20' E from the NW Corner of Block M, Pad 14
55' N and 18' W from the SE Corner of Block M, Pad 13
55' N and 18' W from the SE Corner of Block M, Pad 14
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