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Westhaven-LR130128 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: 01/28/13 Irving, Texas PROJECT: Westhaven OUR REPORT NO.: 130127-14 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 133 01/28/13 EG-5.0 2 9.2 124.4 12.2 119 (95 2A 134 01/28/13 EG-6.0 1 11.9 117.9 12.9 117 9 2A 135 01/28/13 EG-4.0 1 11.9 117.9 13.6 116 99 2A 136 01/28/13 EG-4.0 2 9.2 124.4 11.8 119 96 1-A 137 01/28/13 EG-3.0 1 11.9 117.4 13.3 117 99 1-A 138 01/28/13 EG-3.0 2 9.2 124.4 12.6 118 95 1-A 139 01/28/13 EG-2.0 1 11.9 117.9 13.0 _ 118 90 1-A TEST LOCATION: Test Pit from Station 6+25 to Station 7+52-Evergreen Drive 133 Trash Pit at Evergreen Drive at Station 6+25 ,Th oileie 1 .. 134 Trash Pit at Evergreen Drive at Station 6+75 135 Trash Trash Pit at Evergreen Drive at Station 7+25 J 136 Trash Pit at Evergreen Drive at Station 6+00 ,, 4 137 Trash Pit at Evergreen Drive at Station 6+50 138 Trash Pit at Evergreen Drive at Station 7+00 139 Trash Pit at Evergreen Drive at Station 7+50 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 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 Witten 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 /X 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: 01/28/13 Irving, Texas PROJECT: Westhave OUR REPORT NO.: 130127-14A 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 140 01/28/13 EG-5.0 1 11.9 117.9 13.5 117 99 1-A 141 01/28/13 EG-4.0 1 11.9 117.9 12.7 117 99 1-A 142 01/28/13 EG-2.0 1 11.9 117.9 11.6 118 100 1-A 143 01/28/13 EG-6.0 1 11.9 117.9 14.9 115 97 1-A 144 01/28/13 EG-5.0 1 11.9 117.9 13.4 117 99 1-A 145 01/28/13 EG-4.0 1 11.9 117.9 13.0 117 99 1-A 146 01/28/13 EG-4.0 1 11.9 117.9 14.3 116 98 1-A TEST LOCATION: Test Pit from Station 9+50 to Station 10+25 140 Trash Pit at Evergreen Drive at Station 9+50 141 Trash Pit at Evergreen Drive at Station 10+15 142 Trash Pit at Evergreen Drive at Station 6+25 143 Trash Pit at Valley Gutter at Station 7+50-West Corner of Block A-10-11 144 Trash Pit at Valley Gutter at Station 8+25-West Corner of Block A-10-11 145 Trash Pit at Valley Gutter at Station 8+00-West Corner of Block A-10-11 146 Trash Pit at Valley Gutter at Station 7+25-West Corner of Block A-10-11 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. 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: 01/28/13 Irving, Texas PROJECT: Westhaven OUR REPORT NO.: 130127-14B 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 147 01/28/13 EG-3.0 1 11.9 117.9 13.9 115 98 ( 1-A 148 01/28/13 EG-2.0 1 11.9 117.9 12.6 117 99 ! 1-A 149 01/28/13 EG-1.0 1 11.9 117.9 12.0 118 100 1-A 150 01/28/13 EG-3.0 1 11.9 117.9 12.2 118 100 / 1-A 151 01/28/13 EG-2.0 1 11.9 117.9 12.8 117 99 i 1-A 152 01/28/13 .EG-6.0 1 11.9 117.9 13.3 117 991 1-A 153 _ 01/28/13 _ EG-5.0 1 11.9 117.9 12.9 116 99 1-A I TEST LOCATION: 147 Trash Pit at Valley Gutter Street at Station 7+00 148 Trash Pit at Valley Gutter Street at Station 7+40 149 Trash Pit at Valley Gutter Street at Station 7+75 150 Trash Pit at Evergreen Drive at Station 9+75 151 Trash Pit at Evergreen Drive at Station 10+00 152 Trash Pit at Windsor Road at Station 1+50 153 Trash Pit at Windsor Road at Station 2+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 - J..krzt_ AttefAbushakra,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 andror 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: 01/28/13 Irving, Texas PROJECT: Westhaven OUR REPORT NO.: 130127-14C 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 154 01/28/13 EG-4.0 2 9.2 124.4 12.6 118 95 1-A 155 01/28/13 EG-3.0 2 9.2 124.4 12.5 119 96 1-A 156 01/28/13 EG-2.0 2 9.2 124.4 11.6 122 98 1-A 157 01/28/13 EG-1.0 2 9.2 124.4 12.0 121 97 1-A TEST LOCATION: 154 Trash Pit at Windsor Road at Street at Station 2+25 155 Trash Pit at Windsor Road at Street at Station 1+75 156 Trash Pit at Windsor Road at Street at Station 2+50 157 Trash Pit at Windsor Road at Street at Station 2+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 AttefAbushakra,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 disbibuted 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.