Westhaven 2-LR1308809TESTED FOR:DATE: 08/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2439 08/09/13 FG-2.5 5 14.4 111.9 16.9 108 97 1-A
2440 08/09/13 FG-2.5 5 14.4 111.9 16.4 110 98 1-A
2441 08/09/13 FG-4.2 5 14.4 111.9 19.0 108 97 1-A
2442 08/09/13 FG-4.0 5 14.4 111.9 18.0 110 98 1-A
2443 08/09/13 FG-4.5 5 14.4 111.9 18.7 107 96 1-A
2444 08/09/13 FG-3.8 1 11.9 117.9 12.9 116 98 1-A
2445 08/09/13 FG-3.5 1 11.9 117.9 13.1 116 98 1-A
TEST LOCATION:
2439
2440
2441
2442
2443
2444
2445
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
25' N and 25' E from the SW Corner of Block F, Pad 8
TEST
NO.
25' N and 25' E from the SW Corner of Block F, Pad 13
Don Hinton
130127-122
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, Texas
DATE
25' N and 25' E from the SW Corner of Block F, Pad 10
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
25' N and 25' E from the SW Corner of Block F, Pad 7
25' N and 25' E from the SW Corner of Block F, Pad 12
25' N and 25' E from the SW Corner of Block F, Pad 11
25' N and 25' E from the SW Corner of Block F, Pad 9
Coppell, Texas
Westhaven Phase 1 & 2
Mass Grading
TECHNICIAN:
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
TESTED FOR:DATE: 08/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2446 08/09/13 FG-3.2 1 11.9 117.9 12.3 117 99 1-A
2447 08/09/13 FG-2.9 1 11.9 117.9 13.5 115 97 1-A
2448 08/09/13 FG-3.0 1 11.9 117.9 14.5 114 96 1-A
2449 08/09/13 FG-2.7 1 11.9 117.9 13.8 116 98 1-A
2450 08/09/13 FG-1.3 1 11.9 117.9 13.3 117 99 1-A
2451 08/09/13 FG-1.6 1 11.9 117.9 13.0 116 98 1-A
2452 08/09/13 FG-1.5 1 11.9 117.9 12.7 118 100 1-A
TEST LOCATION:
2446
2447
2448
2449
2450
2451
2452
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes
Irving
Irving, Texas
Westhaven Phase 1 & 2 130127-122A
Mass Grading
Coppell, Texas
20' N and 20' W from the SE Corner of Block F, Pad 5
20' N and 20' W from the SE Corner of Block F, Pad 4
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
20' N and 20' W from the SE Corner of Block F, Pad 6
20' N and 20' W from the SE Corner of Block F, Pad 3
20' N and 20' W from the SE Corner of Block F, Pad 2
20' N and 20' W from the SE Corner of Block F, Pad 14
20' N and 20' W from the SE Corner of Block F, Pad 13
TESTED FOR:DATE: 08/09/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2453 08/09/13 FG-1.0 1 11.9 117.9 13.8 116 98 1-A
2454 08/09/13 FG-2.5 1 11.9 117.9 12.7 117 99 1-A
2455 08/09/13 FG-2.8 1 11.9 117.9 12.9 117 99 1-A
2456 08/09/13 FG-3.5 1 11.9 117.9 15.5 113 96 1-A
2457 08/09/13 FG-3.0 1 11.9 117.9 14.1 114 97 1-A
2458 08/09/13 FG-3.2 1 11.9 117.9 14.0 113 96 1-A
2459 08/09/13 FG-1.5 1 11.9 117.9 13.2 116 98 1-A
TEST LOCATION:
2453
2454
2455
2456
2457
2458
2459
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes
Irving
Irving, Texas
Westhaven Phase 1 & 2 130127-122B
Mass Grading
Coppell, Texas
30' N and 30' E from the SW Corner of Block F, Pad 7
30' N and 30' E from the SW Corner of Block F, Pad 8
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
30' N and 30' E from the SW Corner of Block F, Pad 15
30' N and 30' E from the SW Corner of Block F, Pad 9
30' N and 30' E from the SW Corner of Block F, Pad 10
30' N and 30' E from the SW Corner of Block F, Pad 11
30' N and 30' E from the SW Corner of Block F, Pad 12