Westhaven-LR130608 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: 06/08/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-108
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST DATE ELEV. SOIL ID PERCENT
NO. DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
PCF % PCF COMPACTION
2326 06/08/13 FG-3.0 7 15.1 110.1 18.7 107 98 1-A
2327 06/08/13 FG-2.0 7 15.1 110.1 16.7 '110 100 1-A
2328 06/08/13 FG-1.0 7 15.1 110.1 17.7 109 99 1-A
2329 06/08/13 FG-3.0 7 15.1 110.1 18.1 109 99 1-A
2330 06/08/13 FG-2.0 7 15.1 110.1 18.0 108 98 1-A
2331 06/08/13 FG-1.0 7 15.1 110.1 16.2 109 99 1-A
2332 06/08/13 FG-3.0 7 15.1 110.1 16.3 111 101 1-A
TEST LOCATION:
2326 Water Along Banbury Road at Station 2+00
2327 Water Along Banbury Road at Station 2+05
2328 Water Along Banbury Road at Station 2+08
2329 Water Along Banbury Road at Station 4+00
2330 Water Along Banbury Road at Station 4+05
2331 Water Along Banbury Road at Station 4+08
2332 Water Along Banbury Road at Station 6+00
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 qii4!544r4C-
AttefAbushakra,P.E.
ALPHA TESTING,INC.
Our test results and reports are for the exdusive 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 , 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: 06/08/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-108A
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST DATE ELEV. SOIL ID PERCENT
NO. DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
PCF % PCF COMPACTION
2333 06/08/13 FG-2.0 7 15.1 110.1 17.3 109 99 1-A
2334 06/08/13 FG-1.0 7 15.1 110.1 15.8 111 100 1-A
2335 06/08/13 FG-3.0 7 15.1 110.1 18.3 106 96 1-A
2336 06/08/13 FG-2.0 7 15.1 110.1 16.8 109 99 1-A
2337 06/08/13 FG-1.0 7 15.1 110.1 19.0 107 97 1-A
2338 06/08/13 FG-3.0 7 15.1 110.1 16.2 110 100 1-A
2339 06/08/13 FG-2.0 7 15.1 110.1 16.3 _ 110 _ 100 1-A
TEST LOCATION:
2333 Water Along Banbury Road at Station 6+05
2334 Water Along Banbury Road at Station 6+08
2335 Water Along Canterbury Court at Station 2+00
2336 Water Along Canterbury Court at Station 2+03
2337 Water Along Canterbury Court at Station 2+05
2338 Water Along Canterbury Court at Station 4+00
2339 Water Along Canterbury Court at Station 4+2
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
Lil-J�kr-4-
Attef Abushakra,P.E.
ALPHA TESTING,INC.
Our test results and reports are for the exdusive 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 /XTESTING 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: 06/08/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-108B
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
2340 06/08/13 FG-1.0 7 15.1 110.1 17.1 109 99 1-A
2341 06/08/13 FG-3.0 7 15.1 110.1 17.8 106 97 1-A
2342 06/08/13 FG-2.0 7 15.1 110.1 16.5 107 97 1-A
2343 06/08/13 FG-1.0 7 15.1 110.1 15.7 110 100 1-A
2344 06/08/13 FG-3.0 7 15.1 110.1 18.0 106 97 1-A
2345 06/08/13 FG-2.0 7 15.1 110.1 18.0 107 97 1-A
2346 06/08/13 FG-1.0 7 15.1 110.1 16.4 110 99 1-A
TEST LOCATION: Westhaven Place Utilites
2333 Water Along Canterbury Court at Station 4+05
2341 Water Along Canterbury Court at Station 6+00
2342 Water Along Canterbury Court at Station 6+05
2343 Water Along Canterbury Court at Station 6+10
2344 Water Along Canterbury Court at Station 8+00
2345 Water Along Canterbury Court at Station 8+05
2346 Water Along Canterbury Court at Station 8+10
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
AttefAbushakra,P.E.
ALPHA TESTING,INC.
Our test results and reports are for the exdusive 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.