Westhaven-LR130517 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: 05/17/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-101 B
Coppell, Texas
TEST DATA: TECHNICIAN: Don 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
2160 05/17/13 FG-4.0 2 9.2 124.4 11.4 119 96 1-A
2161 05/17/13 FG-3.0 2 9.2 124.4 11.0 121 97 1-A
2162 05/17/13 FG-2.0 2 9.2 124.4 11.7 119 96 1-A
2163 05/17/13 FG-1.0 2 9.2 124.4 10.3 119 95 1-A
2164 05/17/13 FG-5.0 2 9.2 124.4 10.2 121 98 1-A
2165 05/17/13 FG-4.0 2 9.2 124.4 10.3 121 97 1-A
2166 05/17/13 FG-3.0 2 9.2 124.4 10.8 120 96 1-A
TEST LOCATION:
2160 Sanitary Sewer Line E at Station 4+02
2161 Sanitary Sewer Line E at Station 4+05 f I'./
2162 Sanitary Sewer Line E at Station 4+08
lig 2163 Sanitary Sewer Line E at Station 4+10 �v
2164 Sanitary Sewer Line E at Station 6+15 0 ) 1 1
2165 Sanitary Sewer Line E at Station 6+18
2166 Sanitary Sewer Line E at Station 6+20
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
61471- [
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 dstributed 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: 05/17/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-101C
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
2167 05/17/13 FG-2.0 1 11.9 117.9 13.3 117 99 1-A
2168 05/17/13 FG-1.0 1 11.9 117.9 14.0 114 (7 1-A
TEST LOCATION:
2167 Sanitary Sewer Line E at Station 6+00
2168 Sanitary Sewer Line E at Station 6+05
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 � 14'
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 astributed 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: 05/17/13
Irving, Texas e/
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-101
Coppell, Texas
TEST DATA: TECHNICIAN: Don Hinton
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
PCF % pCF COMPACTION
2146 05/17/13 FG-6.0 1 11.9 117.9 15.0 114 1-A
2147 05/17/13 FG-5.0 1 11.9 117.9 13.5 117
(97
99 1-A
2148 05/17/13 FG-4.0 1 11.9 117.9 13.0 117 r 99 1-A
2149 05/17/13 FG-3.0 1 11.9 117.9 14.0 115 \ 97 1-A
2150 05/17/13 FG-2.0 1 11.9 117.9 13.8 115 98 1-A
C 2151 05/17/13 FG-1.0 1 11.9 117.9 12.0 118 ` 100 1-A
2152 05/17/13 FG-5.0 _ 1 11.9 117.9 13.0 116 99 1-A
TEST LOCATION:
2146 Sanitary Sewer Line E at Station 2+00
2147 Sanitary Sewer Line E at Station 2+03 /
2148 Sanitary Sewer Line E at Station 2+05
2149 Sanitary Sewer Line E at Station 2+08
2150 Sanitary::::::: E:::::2+10I 251 Sanitary E 2+15 ffi // Yi° f /
2152 Sanitary Sewer Line E at Station 4+00
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT CO* TION 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 6stnbuted 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: 05/17/13
Irving, Texas
PROJECT: Westhaven Phase 1 &2-Mass Grading OUR REPORT NO.: 130127-101A
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
2153 05/17/13 FG-4.0 1 11.9 117.9 12.8 117 99 1-A
2154 05/17/13 FG-3.0 1 11.9 117.9 14.0 114 / 96 1-A
2155 05/17/13 FG-2.0 1 11.9 117.9 13.5 118 100 1-A
2156 05/17/13 FG-1.0 1 11.9 117.9 13.7 116 98 1-A
2157 05/17/13 FG-4.0 1 11.9 117.9 14.0 115 97 1-A
2158 05/17/13 FG-3.0 1 11.9 117.9 14.7 113 96 1-A
2159 05/17/13 FG-2.0 1 11.9 117.9 15.0 114 97 1-A
TEST LOCATION:
2153 Sanitary Sewer Line E at Station 4+02
2154 Sanitary Sewer Line E at Station 4+05
2155 Sanitary Sewer Line E at Station 4+08
2156 Sanitary Sewer Line E at Station 4+10
2157 Sanitary Sewer Line F at Station 2+00
2158 Sanitary Sewer Line F at Station 2+02
2159 Sanitary Sewer Line F at Station 2+05
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 ristributed 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.