Westhaven-LR130503 ALPHA / TESTING REPORT OF FIELD
2209 Wisconsin Street,Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/03/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-92A
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
1993 05/03/13 FG-8.0 1 11.9 117.9 15.2 113 96 1-A
1994 05/03/13 FG-7.0 5 14.4 111.9 17.5 111 100 1-A
1995 05/03/13 FG-6.0 5 14.4 111.9 18.0 111 99 1-A
1996 05/03/13 FG-5.0 5 14.4 111.9 18.2 110 98 1-A
1997 05/03/13 FG-4.0 5 14.4 111.9 17.4 109 98 1-A
1998 05/03/13 FG-3.0 5 14.4 111.9 17.8 108 96 1-A
1999 05/03/13 FG-2.0 5 14.4 111.9 16.7 109 98 1-A
TEST LOCATION: Phase 2 Utilities
1993 Sanitary Sewer Line A at Station 18+00
1994 Sanitary Sewer Line A at Station 18+02
1995 Sanitary Sewer Line A at Station 18+05
1996 Sanitary Sewer Line A at Station 18+08
1997 Sanitary Sewer Line A at Station 18+10
1998 Sanitary Sewer Line A at Station 18+12
1999 Sanitary Sewer Line A at Station 18+15
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 (
G' %.44,
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.
ALPHA VESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas,Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No.813
TESTED FOR: Standard Pacific Homes- Irving DATE: 05/03/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2- Mass Grading OUR REPORT NO.: 130127-92
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT'
NO. DEPTH NUMBER PCP � PCF COMPACTION
1986 05/03/13 FG-7.0 7 15.1 110.1 18.1 107 97 1-A
1987 05/03/13 FG-6.0 7 15.1 110.1 17.7 107 97 1-A
1988 05/03/13 FG-5.0 7 15.1 110.1 17.6 108 98 1-A
1989 05/03/13 FG-4.0 7 15.1 110.1 17.2 109 99 1-A
1990 05/03/13 FG-3.0 7 15.1 110.1 17.9 108 98 1-A
1991 05/03/13 FG-2.0 7 15.1 110.1 18.5 108 98 1-A
1992 05/03/13 FG-1.0 7 15.1 110.1 18.6 106 97 1-A
TEST LOCATION: Phase 2 Utilities
1986 Sanitary Sewer Service to Block E, Pad 30
1987 Sanitary Sewer Service to Block E, Pad 30
1988 Sanitary Sewer Service to Block E, Pad 30
1989 Sanitary Sewer Service to Block E, Pad 30
1990 Sanitary Sewer Service to Block E, Pad 30
1991 Sanitary Sewer Service to Block E, Pad 30
1992 Sanitary Sewer Service to Block E, Pad 30
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 6stributed 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.