Westhaven 2-LR141004TESTED FOR:DATE: 10/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2655 10/04/14 FG-1.0 5 14.4 111.9 15.5 107 95 1-A
2656 10/04/14 FG-0.5 5 14.4 111.9 16.0 109 97 1-A
2657 10/04/14 FG 5 14.4 111.9 18.3 106 95 1-A
2658 10/04/14 FG-2.0 5 14.4 111.9 14.9 109 98 1-A
2659 10/04/14 FG-1.5 5 14.4 111.9 14.8 109 97 1-A
2660 10/04/14 FG-1.0 5 14.4 111.9 17.2 107 95 1-A
2661 10/04/14 FG-0.5 5 14.4 111.9 16.8 107 96 1-A
TEST LOCATION:Paving
2655
2656
2657
2658
2659
2660
2661
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.
PERCENT
COMPACTION
Coppell, Texas
TECHNICIAN:
Wingate Road at Paving Station 10+50
Wingate Road at Paving Station 9+50
Wingate Road at Paving Station 9+50
Wingate Road at Paving Station 10+50
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
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
130127-171Westhaven Phase 1 & 2 - Mass Grading
Irving, Texas
SOIL ID
NUMBER
COMPACTION TESTS
Wingate Road at Paving Station 10+50
TEST
NO.
Wingate Road at Paving Station 9+50
J. Ranjbaran
Wingate Road at Paving Station 10+50
IN PLACE
DRY DENSITY
PCF
DATE
TESTED FOR:DATE: 10/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2662 10/04/14 FG 5 14.4 111.9 15.2 107 96 1-A
2663 10/04/14 FG-3.0 5 14.4 111.9 16.7 109 98 1-A
2664 10/04/14 FG-2.5 5 14.4 111.9 15.2 107 95 1-A
2665 10/04/14 FG-2.0 5 14.4 111.9 15.5 108 97 1-A
2666 10/04/14 FG-1.5 5 14.4 111.9 14.8 109 98 1-A
2667 10/04/14 FG-1.0 5 14.4 111.9 18.2 106 95 1-A
2668 10/04/14 FG-0.5 5 14.4 111.9 17.0 109 98 1-A
TEST LOCATION:Paving
2662
2663
2664
2665
2666
2667
2668
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: J. Ranjbaran
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 - Mass Grading 130127-171A
Coppell, Texas
Wingate Road at Paving Station 12+00
Wingate Road at Paving Station 12+00
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Wingate Road at Paving Station 10+50
Wingate Road at Paving Station 12+00
Wingate Road at Paving Station 12+00
Wingate Road at Paving Station 12+00
Wingate Road at Paving Station 12+00
TESTED FOR:DATE: 10/04/14
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2669 10/04/14 FG 5 14.4 111.9 15.3 108 97 1-A
TEST LOCATION:Paving
2669
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: J. Ranjbaran
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 - Mass Grading 130127-171B
Coppell, Texas
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Wingate Road at Paving Station 12+00