Westhaven-LR130119 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: 01/19/13
Irving, Texas
PROJECT: Westhaven OUR REPORT NO.: 130127-5
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
1 01/19/13 EG-4.0 1 11.9 117.9 12.5 114 97 2-A
2 01/19/13 EG-4.0 1 11.9 117.9 13.2 117 99 2-A
3 01/19/13 EG-4.0 1 11.9 117.9 12.2 115 98 2-A
4 01/19/13 EG-4.0 1 11.9 117.9 12.8 114 97 2-A
5 01/19/13 EG-4.0 1 11.9 117.9 12.4 117 99 2-A
6 01/19/13 EG-6.0 1 11.9 117.9 13.6 114 96 2-A
7 01/19/13 EG-6.0 1 11.9 117.9 12.1 116 98 2-A
TEST LOCATION:
1 20' S and 35'E from the NW Corner of Block B, Pad 1
2 15' S and 25'W from the NE Corner of Block B, Pad 25
3 20' N and 30'W from the SE Corner of Block B, Pad 27
4 20' S and 30'E from the NW Corner of Block B, Pad 35
5 Huntingdon Street at Station 1+00-Paving
6 Wingate Road at Station 2+00-Paving Station
7 15' S and 15'E from the NW Corner of Block A, Pad 1
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 (!�� /
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AttefAbusshakra,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 /\ 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: 01/19/13
Irving, Texas
PROJECT: Westhaven OUR REPORT NO.: 130127-5A
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
8 01/19/13 EG-6.0 1 11.9 117.9 12.8 116 99 1-A
9 01/19/13 EG-3.0 1 11.9 117.9 13.0 117 99 1-A
10 01/19/13 EG-3.0 1 11.9 117.9 13.2 115 98 1-A
11 01/19/13 EG-3.0 1 11.9 117.9 12.2 117 99 1-A
12 01/19/13 EG-3.0 1 11.9 117.9 13.7 115 97 1-A
13 01/19/13 EG-5.0 1 11.9 117.9 12.8 117 99 1-A
14 01/19/13 EG-3.0 1 11.9 117.9 14.2 114 97 1-A
TEST LOCATION:
8 25' N and 30' E from the SW Corner of Block A, Pad 2
9 15' N and 25'W from the SE Corner of Block B, Pad 2
10 15' S and 15'W from the NE Corner of Block B, Pad 24
11 15' S and 25'W from the NE Corner of Block B, Pad 26
12 20' S and 15'W from the NE Corner of Block B, Pad 36
13 Wingate Road at Station 2+50
14 Huntingdon Street at Station 1+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
Clytti krrt-
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.