Red Hawk-LR111111 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: Creststone Group DATE: 11/11/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -31
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
535 11/11/11 FG -5.0 1 16.6 106.7 18.2 102 2 96 1 -A
536 11/11/11 FG-4.5 1 16.6 106.7 18.9 103 / 96 1 -A
537 11/11/11 FG-4.0 1 16.6 106.7 18.6 106 / 99 1 -A
538 11/11/11 FG -3.5 1 16.6 106.7 18.0 106 99 1 -A
539 11/11/11 FG -3.0 1 16.6 106.7 15.2 103 97 1 -A
540 11/11/11 FG-2.5 1 16.6 106.7 19.1 105 98 1 -A
541 11/11/11 FG -2.0 1 16.6 106.7 16.3 102 96 1 -A
TEST LOCATION: Utilities
535 Sanitary Sewer Service Line to Block A, Pad 20
536 Sanitary Sewer Service Line to Block A, Pad 20
537 Sanitary Sewer Service Line to Block A, Pad 20
538 Sanitary Sewer Service Line to Block A, Pad 20
539 Sanitary Sewer Service Line to Block A, Pad 20
540 Sanitary Sewer Service Line to Block A, Pad 20
541 Sanitary Sewer Service Line to Block A, Pad 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
5 7�
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 ot.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 1 00 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical !Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 11/11/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -31A
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
542 11/11/11 FG -1.5 1 16.6 106.7 14.2 106 100 1 -A
543 11/11/11 FG -1.0 1 16.6 106.7 14.9 107 100 1 -A
544 11/11/11 FG -6.0 1 16.6 106.7 18.2 102 96 1 -A
545 11/11/11 FG -5.5 1 16.6 106.7 15.0 104 97 1 -A
546 11/11/11 FG-5.0 1 16.6 106.7 14.3 104 97 1 -A
547 11/11/11 FG-4.5 1 16.6 106.7 17.9 102 96 1 -A
548 - 11/11/11 FG -4.0 1 16.6 106.7 18.6 107 100 1 -A
TEST LOCATION: Utilities
542 Sanitary Sewer Service Line to Block A, Pad 20
543 Sanitary Sewer Service Line to Block A, Pad 20
544 Sanitary Sewer Service Line to Block A, Pad 23
545 Sanitary Sewer Service Line to Block A, Pad 23
546 Sanitary Sewer Service Line to Block A, Pad 23
547 Sanitary Sewer Service Line to Block A, Pad 23
548 Sanitary Sewer Service Line to Block A, Pad 23
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUI3GRADE 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 rel. ,,:s 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 Ir. > 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 L P X T E S T I N G G REPORT OF FIELD
2209 Wisconsin Street, COMPACTION TESTS
09 sIn St et, Sulte 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
+3
TESTED FOR: Creststone Group DATE: 11/11/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -31B
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTIO COMMENT*
% PCF % PCF
.tea,
549 11/11/11 FG -3.5 1 16.6 106.7 19.4 103 7 1 -A
550 11/11/11 FG -3.0 1 16.6 106.7 18.6 104 / 97 1 -A
551 11/11/11 FG -2.5 1 16.6 106.7 18.0 105 98 1 -A
552 11/11/11 FG -2.0 1 16.6 106.7 18.3 103 96 1 -A
553 11/11/11 FG -1.5 1 16.6 106.7 15.2 105 \99 1 -A
554 1 1/11/11 FG -1.0 1 16.6 106.7 15.6 107 1 0 1 -A
TEST LOCATION: Utilities
549 Sanitary Sewer Service Line to Block A, Pad 23
550 Sanitary Sewer Service Line to Block A, Pad 23
551 Sanitary Sewer Service Line to Block A, Pad 23
552 Sanitary Sewer Service Line to Block A, Pad 23
553 Sanitary Sewer Service Line to Block A, Pad 23
554 Sanitary Sewer Service Line to Block A, Pad 23
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUI3GRADE 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 r'
1/
Yonas Tanga
ALPHA TESTING, INC.
Our test results ai.f irtons 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 .0 t, st resalls 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.