Westhaven 2-LR130205TESTED FOR:DATE: 02/05/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
301 02/05/13 FG-1.0 5 14.4 111.9 18.9 108 97 1-A
302 02/05/13 FG-2.0 5 14.4 111.9 18.2 110 98 1-A
303 02/05/13 FG-1.0 5 14.4 111.9 15.0 108 97 1-A
304 02/05/13 FG-2.0 5 14.4 111.9 14.5 111 99 1-A
305 02/05/13 FG-2.0 1 11.9 117.9 13.5 116 98 1-A
306 02/05/13 FG-1.0 1 11.9 117.9 13.8 114 97 1-A
307 02/05/13 FG-1.0 2 9.7 124.4 13.3 119 96 1-A
TEST LOCATION:
301
302
303
304
305
306
307
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
130127-23
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
20' S and 40' W from the NE Corner of Block G, Pad 8
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
20' S and 40' W from the NE Corner of Block G, Pad 2
20' S and 40' W from the NE Corner of Block G, Pad 6
20' S and 40' W from the NE Corner of Block G, Pad 9
20' S and 40' W from the NE Corner of Block G, Pad 4
20' S and 40' W from the NE Corner of Block G, Pad 7
20' S and 40' W from the NE Corner of Block G, Pad 5
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
308 02/05/13 FG-2.0 1 11.9 117.9 14.2 113 96 1-A
309 02/05/13 FG-1.0 1 11.9 117.9 15.0 112 95 1-A
310 02/05/13 FG-8.0 2 9.2 124.4 11.6 121 97 1-A
311 02/05/13 FG-7.0 2 9.2 124.4 11.3 123 99 1-A
312 02/05/13 FG-5.0 1 11.9 117.9 12.3 115 97 1-A
313 02/05/13 FG-6.0 1 11.9 117.9 13.3 113 96 1-A
314 02/05/13 FG-5.0 1 11.9 117.9 13.2 113 96 1-A
TEST LOCATION:Mass Grading Area of Lot 5
308
309
310
311
312
313
314
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
25' N and 35' W from the SE Corner of Block G, Pad 14
25' N and 35' W from the SE Corner of Block G, Pad 16
15' N and 25' E from the SW Corner of Block G, Pad 6
15' S and 15' W from the NE Corner of Block G, Pad 12
25' N and 35' W from the SE Corner of Block G, Pad 13
DATETEST
NO.
25' N and 35' W from the SE Corner of Block G, Pad 12
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
15' N and 25' E from the SW Corner of Block G, Pad 5
Don Hinton
130127-23A
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
315 02/05/13 FG-4.0 1 11.9 117.9 12.8 114 97 1-A
316 02/05/13 FG-6.0 1 11.9 117.9 12.2 117 99 1-A
317 02/05/13 FG-5.0 1 11.9 117.9 12.0 117 99 1-A
318 02/05/13 FG-4.0 1 11.9 117.9 11.9 118 100 1-A
319 02/05/13 FG-5.0 1 11.9 117.9 13.8 114 97 1-A
320 02/05/13 FG-4.0 1 11.9 117.9 13.6 113 96 1-A
321 02/05/13 FG-5.0 1 11.9 117.9 13.4 114 97 1-A
TEST LOCATION:Mass Grading Area of Lot 5
315
316
317
318
319
320
321
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
130127-23B
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Westhaven
Coppell, Texas
TECHNICIAN:
DATETEST
NO.
25' N and 35' W from the SE Corner of Block G, Pad 34
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 35' W from the SE Corner of Block G, Pad 17
25' N and 35' W from the SE Corner of Block G, Pad 32
25' N and 35' W from the SE Corner of Block G, Pad 31
25' N and 35' W from the SE Corner of Block G, Pad 36
25' N and 35' W from the SE Corner of Block G, Pad 35
25' N and 35' W from the SE Corner of Block G, Pad 33
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