Red Hawk-LR110908 ALPHA 4N REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials! Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 09/08/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -9
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
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
94 09/08/11 FG 2 17.0 106.8 20.7 103 96 1 -A
95 09/08/11 FG 2 17.0 106.8 20.3 103 96 1 -A
96 09/08/11 FG 2 17.0 106.8 22.5 104 97 1 -A
97 09/08/11 FG 2 17.0 106.8 21.8 102 96 1 -A
98 09/08/11 FG -0.9 2 17.0 106.8 21.9 101 94 1 -A
99 09/08/11 FG 2 17.0 106.8 21.0 102 95 1 -A
100 09/08/11 FG -2.6 2 17.0 106.8 21.4 101 95 1 -A
TEST LOCATION: Building Pad
94 60' W and 30' N from the SE Corner of Block A, Pad 5
95 60' W and 30' N from the SE Corner of Block A, Pad 6
96 60' W and 30' N from the SE Corner of Block A, Pad 7
97 60' W and 30' N from the SE Corner of Block A, Pad 8
98 60' W and 30' N from the SE Corner of Block A, Pad 9
99 60' W and 30' N from the SE Corner of Block A, Pad 9
100 60' W and 30' N from the SE Corner of Block A, Pad 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 Ni _
Yonas Tanga
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.
A LPHA TE T G REPORT OF FIELD
2209 Wisconsin Street, Suite 100
COMPACTION TESTS
Dallas, Texas 75229
Geotechnical 1 Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 09/08/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -9A
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
O PTIMUM 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
101 09/08/11 FG -1.6 2 17.0 106.8 21.5 100 94 1 -A
102 09/08/11 FG -0.6 2 17.0 106.8 21.0 101 94 1 -A
103 09/08/11 FG -2.4 2 17.0 106.8 22.5 101 95 1 -A
104 09/08/11 FG -1.4 2 17.0 106.8 22.8 101 94 1 -A
105 09/08/11 FG -0.4 2 17.0 106.8 20.9 102 96 1 -A
106 09/08/11 FG -2.3 2 17.0 106.8 21.3 102 95 1 -A
107 09/08/11 FG -1.3 2 17.0 106.8 22.7 102 96 1 -A
TEST LOCATION: Building Pad
101 60' W and 30' N from the SE Corner of Block A, Pad 10
102 60' W and 30' N from the SE Corner of Block A, Pad 10
103 60' W and 30' N from the SE Corner of Block A, Pad 11
104 60' W and 30' N from the SE Corner of Block A, Pad 11
105 60' W and 30' N from the SE Corner of Block A, Pad 11
106 60' W and 30' N from the SE Corner of Block A, Pad 12
107 60' W and 30' N from the SE Corner of Block A, Pad 12
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
Yonas Tanga
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 # REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical !Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 09/08/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -9B
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
O PTIMUM 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
108 09/08/11 FG -3.0 2 17.0 106.8 21.3 103 96 1 -A
109 09/08/11 FG 2 17.0 106.8 21.0 101 94 1 -A
TEST LOCATION: Building Pad
108 60' W and 30' N from the SE Corner of Block A, Pad 12
109 60' W and 30' N from the SE Corner of Block A, Pad 12
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
Yonas Tanga
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.