Red Hawk-LR110912 .' PHA TESTING REPORT OF FIELD
stn Street, Suite 2209 Wiscon t r� 100 COMPACTION TESTS
e 00
Dallas, Texas 75229
Geotechnical !Construction Materials! Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 09/12/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -10
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
110 09/12/11 SG 2 17.0 106.8 21.7 100 94 2 -A
111 09/12/11 FG -0.5 2 17.0 106.8 22.0 101 94 1 -A
112 09/12/11 FG 2 17.0 106.8 22.8 100 93 1 -A
113 09/12/11 SG 2 17.0 106.8 21.9 100 94 2 -A
114 09/12/11 FG 2 17.0 106.8 21.6 102 96 1 -A
115 09/12/11 SG 2 17.0 106.8 21.0 102 95 2 -A
116 09/12/11 FG -0.9 2 17.0 106.8 22.3 101 94 1 -A
TEST LOCATION:
110 60' E and 30' N from the SW Corner of Block B, Pad 1
111 60' E and 30' N from the SW Corner of Block B, Pad 1
112 60' E and 30' N from the SW Corner of Block B, Pad 2 / . '',
113 60' E and 30' N from the SW Corner of Block B, Pad 3
/
114 60' E and 30' N from the SW Corner of Block B, Pad 4
115 60' E and 30' N from the SW Corner of Block B, Pad 5
116 60' E and 30' N from the SW Corner of Block B, Pad 5 /./ 1/4---/
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COM' WITH SPE IFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIO
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF ATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST / �j
,. S j "
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 O \TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 1 00 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical 1 Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
I
TESTED FOR: Creststone Group DATE: 09/12/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -10A
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
117 09/12/11 FG -0.4 2 17.0 106.8 20.9 103 \ 96 1 -A
118 09/12/11 FG 2 17.0 106.8 22.3 100 94 1 -A
119 09/12/11 FG 2 17.0 106.8 22.8 100 94 1 -A
120 09/12/11 SG 2 17.0 106.8 22.5 101 94 2 -A
121 09/12/11 FG 2 17.0 106.8 21.6 102 95 14 -A
122 09/12/11 SG 2 17.0 106.8 21.9 101 1 94 2 -A
123 09/12/11 FG 2 17.0 106.8 22.0 100 93 1 -A
TEST LOCATION:
117 60' E and 30' N from the SW Corner of Block B, Pad 5
118 60' E and 30' N from the SW Corner of Block B, Pad 5
119 60' E and 30' N from the SW Corner of Block B, Pad 6
120 60' E and 30' N from the SW Corner of Block B, Pad 7
121 60' E and 30' N from the SW Corner of Block B, Pad 8
122 60' E and 30' N from the SW Corner of Block B, Pad 9
•
123 60' E and 30' N fro - SW Corner of Block , P d 10
1. FILL PL CE PERCENT MOIST E AN P NT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRA0 B. P R ENT COMPACTION D LY SPECIFICATIONS
3. LIME STABILIZED C. • ERCENT IN PLACE MO RE 0 S OT C WITH SPEC !CATIONS Resdectfulry Submitted,
4. CEMENT TREA 4 D. - TEST / ` J (
,_ ", . , _ -
e nos T anga
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.
P TEST 1 N G REPORT OF FIELD
2209 Wisconsin 22 Wiscon Street, Suit COMPACTION TESTS
Suite 100
Dallas, Texas 75229
Geotechnical 1 Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
i
TESTED FOR: Creststone Group DATE: 09/12/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -10B
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
124 09/12/11 SG 2 17.0 106.8 22.4 101 95 2 -A
125 09/12/11 FG 2 17.0 106.8 22.0 101 94 1 -A
126 09/12/11 SG 2 17.0 106.8 21.0 103 96 2 -A
127 09/12/11 FG 2 17.0 106.8 21.6 100 94 1 -A
128 09/12/11 SG 2 17.0 106.8 22.0 102 95 2 -A
129 09/12/11 FG 2 17.0 106.8 21.9 100 94 1 -A
130 09/12/11 SG 2 17.0 106.8 21.5 100 94 2 -A
TEST LOCATION:
124 60' E and 30' N from the SW Corner of Block B, Pad 11
125 60' W and 30' N from the SE Corner of Block B, Pad 12
126 60' W and 30' N frorn the SE Corner of Block B, Pad 13
127 60' W and 30' N from the SE Corner of Block B, Pad 14
128 60' W and 30' N from the SE Corner of Block B, Pad 15
129 60' W and 30' N from the SE Corner of Block B, Pad 16
130 60' W and 30' N from the SE Corner of Block B, Pad 17
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
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 01 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 /NESTING 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: 09/12/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -10C
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE P
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY 1
COMMENT'
NO. DEPTH NUMBER PCF % PCF COMPACTION
% i
131 09/12/11 FG 2 17.0 106.8 20.8 103 96 1 -A
132 09/12/11 SG 2 17.0 106.8 20.9 102 96 2 -A
133 09/12/11 FG 2 17.0 106.8 22.3 100 94 1 -A
134 09/12/11 SG 2 17.0 106.8 21.5 102 96 2 -A
135 09/12/11 FG -1.4 2 17.0 106.8 21.1 102 95 1 -A
136 09/12/11 FG -0.4 2 17.0 106.8 21.9 100 94 1 -A
TEST LOCATION:
131 60' W and 30' N from the SE Corner of Block B, Pad 18
132 60' W and 30' N from the SE Corner of Block B, Pad 19
133 60' W and 30' N from the SE Corner of Block B, Pad 20 e ;
134 60' W and 30' N from the SE Corner of Block B, Pad 21
135 60' W and 30' N from the SE Corner of Block B, Pad 22
136 60' W and 30' N from the SE Corner of Block B, Pad 22
1. FILL * A. IN PLACE PERCENT MOISTURE ND PERCENT COMPACTION COM S LY 49 ) • IFI A
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES FOT COMPLY WITH SPECIFI S "
/
3. LIME STABILIZED C. PERCENT IN PLACE MOISTU DO S/�OT COMPLY WITH S F A •N Res ctfully Submitted,
4. CEMENT TREATED D. RETEST j /
QL ` 5 - ;
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.