Westhaven-LR130516 ALPHA /\ T E S T I N G 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: 05/16/13
Irving, Texas
PROJECT: Westhaven Phase 2-Mass Grading OUR REPORT NO.: 130127-100A
Coppell, Te
TEST DATA: TECHNICIAN: D. Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT COMMENT'
NO. DEPTH NUMBER PCF PCF COMPACTION
2139 05/16/13 FG-3.0 5 14.4 111.9 17.8 109 98 1-A
2140 05/16/13 FG-2.0 5 14.4 111.9 17.5 112 100 1-A
/
2141 05/16/13 FG-1.0 5 14.4 111.9 17.2 110 98 1-A
2142 05/16/13 FG-4.0 5 14.4 111.9 17.5 109 97 1-A
2143 05/16/13 FG-3.0 5 14.4 111.9 17.1 111 " 99 1-A
2144 05/16/13 FG-2.0 7 15.1 110.1 18.6 108 \98 1-A
2145 05/16/13 FG-1.0 7 15.1 110.1 18.3 110 100 1-A
TEST LOCATION:
2139 Sanitary Sewer Line D at Station 4+05
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2140 Sanitary Sewer Line D at Station 4+08 i/
2141 Sanitary Sewer Line D at Station 4+10 7 eal -*"/
2142 Sanitary Sewer Manhole Line D at Station 1+00, North Side
2143 Sanitary Sewer Manhole Line D at Station 1+00, East Side
2144 Sanitary Sewer Manhole Line D at Station 1+00, South Side
2145 Sanitary Sewer Manhole Line D at Station 1+00, West Side
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
c? I#Ott
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 vninen 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: 05/16/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2- Mass Grading OUR REPORT NO.: 130127-100
Coppell, Texas
TEST DATA: TECHNICIAN: D. Hinton
OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST DATE ELEV. SOIL ID PERCENT
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER
PCF % PCF COMPACTION
%2132 05/16/13 FG-5.0 5 14.4 111.9 17.1 109 97 1-A
2133 05/16/13 FG-4.0 5 14.4 111.9 16.7 109 98 1-A
2134 05/16/13 FG-3.0 5 14.4 111.9 14.9 108 96 1-A
2135 05/16/13 FG-2.0 5 14.4 111.9 17.9 111 99 1-A
2136 05/16/13 FG-1.0 5 14.4 111.9 17.7 112 100 1-A
2137 05/16/13 FG-5.0 5 14.4 111.9 17.4 109 98 1-A
2138 05/16/13 FG-4.0 5 14.4 111.9 18.0 107 96 1-A
TEST LOCATION:
2132 Sanitary Sewer Line D at Station 2+00
2133 Sanitary Sewer Line D at Station 2+02
2134 Sanitary Sewer Line D at Station 2+05
2135 Sanitary Sewer Line D at Station 2+08
2136 Sanitary Sewer Line D at Station 2+40
2137 Sanitary Sewer Line D at Station 4+00
2138 Sanitary Sewer Line D at Station 4+02
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
Z'I. -Jf
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.