Westhaven 2-LR130205 (2)TESTED FOR:DATE: 02/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
322 02/05/13 EG-6.0 2 9.2 124.4 11.7 119 96 1-A
323 02/05/13 EG-5.0 1 11.9 117.9 15.4 113 95 1-A
324 02/05/13 EG-4.0 5 14.4 111.9 16.0 111 99 1-A
325 02/05/13 EG-4.0 5 14.4 111.9 18.0 110 98 1-A
326 02/05/13 EG-5.0 5 14.4 111.9 18.2 109 97 1-A
327 02/05/13 EG-4.0 5 14.4 111.9 17.7 109 98 1-A
328 02/05/13 EG-5.0 5 14.4 111.9 16.8 108 96 1-A
TEST LOCATION:
322
323
324
325
326
327
328
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
130127-24
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 20' E from the NW Corner of Block G, Pad 13
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 20' E from the NW Corner of Block G, Pad 12
20' S and 20' E from the NW Corner of Block G, Pad 15
10' N and 40' W from the SE Corner of Block G, Pad 12
20' S and 20' E from the NW Corner of Block G, Pad 30
20' S and 20' E from the NW Corner of Block G, Pad 29
20' S and 20' E from the NW Corner of Block G, Pad 14
Irving, Texas
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
TESTED FOR:DATE: 02/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
329 02/05/13 FG-5.0 5 14.4 111.9 17.6 109 97 1-A
330 02/05/13 FG-4.0 5 14.4 111.9 17.1 111 99 1-A
331 02/05/13 FG-3.0 5 14.4 111.9 16.8 110 98 1-A
332 02/05/13 FG-4.0 1 11.9 117.9 14.2 112 95 1-A
333 02/05/13 FG-3.0 1 11.9 117.9 14.8 115 98 1-A
334 02/05/13 FG-4.0 1 11.9 117.9 13.1 116 98 1-A
335 02/05/13 FG-3.0 1 11.9 117.9 13.1 114 97 1-A
TEST LOCATION:
329
330
331
332
333
334
335
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.
Irving, Texas
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
15' N and 45' E from the SW Corner of Block G, Pad 31
15' N and 45' E from the SW Corner of Block G, Pad 30
15' N and 45' E from the SW Corner of Block G, Pad 35
15' N and 45' E from the SW Corner of Block G, Pad 34
15' N and 45' E from the SW Corner of Block G, Pad 32
DATETEST
NO.
15' N and 45' E from the SW Corner of Block G, Pad 33
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 45' E from the SW Corner of Block G, Pad 36
Don Hinton
130127-24A
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
TESTED FOR:DATE: 02/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
336 02/05/13 FG-3.0 1 11.9 117.9 15.4 113 96 1-A
337 02/05/13 FG-3.0 1 11.9 117.9 14.6 114 97 1-A
338 02/05/13 FG-4.0 1 11.9 117.9 13.2 118 100 1-A
339 02/05/13 FG-3.0 1 11.9 117.9 14.1 117 99 1-A
340 02/05/13 FG-4.0 1 11.9 117.9 15.2 115 97 1-A
341 02/05/13 FG-3.0 1 11.9 117.9 15.5 114 97 1-A
342 02/05/13 FG-4.0 1 11.9 117.9 13.0 116 98 1-A
TEST LOCATION:
336
337
338
339
340
341
342
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
130127-24B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
30' S and 30' W from the NE Corner of Block G, Pad 15
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
30' S and 30' W from the NE Corner of Block G, Pad 29
30' S and 30' W from the NE Corner of Block G, Pad 13
30' S and 30' W from the NE Corner of Block G, Pad 12
30' S and 30' W from the NE Corner of Block G, Pad 17
30' S and 30' W from the NE Corner of Block G, Pad 16
30' S and 30' W from the NE Corner of Block G, Pad 14
Irving, Texas
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