Red Hawk-LR111110 ALF A \ TESTING REPORT OF FIELD
2209 Wiscon in Street, Suite COMPACTION TESTS
s to 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firrn No. 813
TESTED FOR: Creststone Group DATE: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30
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
493 11/10/11 FG -6.0 1 16.6 106.7 17.0 103 97 1 -A
494 11/10/11 FG -5.5 1 16.6 106.7 16.0 106 99 1 -A
495 11/10/11 FG -5.0 1 16.6 106.7 16.9 107 100 1 -A
496 11/10/11 FG -4.5 1 16.6 106.7 15.3 103 96 1 -A
497 11/10/11 FG-4.0 1 16.6 106.7 14.8 105 98 1 -A
498 11/10/11 FG -3.5 1 16.6 106.7 17.8 105 99 1 -A
499 11/10/11 FG -3.0 1 16.6 106.7 15.9 104 97 1 -A
TEST LOCATION: Utilities
493 Sanitary Sewer Service Line to Block B, Pad 6
494 Sanitary Sewer Service Line to Block B, Pad 6
495 Sanitary Sewer Service Line to Block B, Pad 6
496 Sanitary Sewer Service Line to Block B, Pad 6
497 Sanitary Sewer Service Line to Block B, Pad 6
498 Sanitary Sewer Service Line to Block B, Pad 6
499 Sanitary Sewer Service Line to Block B, Pad 6
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATUR /` L SUE3GRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME Si ABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
t
Yonas Tanga
ALPHA TESTING, INC.
Our test results i sports 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 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 L I /\TE STI N G 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: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30A
Coppell, Texas
TEST D, ,TA: 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 COMPACTION COMMENT*
% PCF % PCF
500 11/10/11 FG -2.5 1 16.6 106.7 18.2 104 97 1 -A
501 11/10/11 FG -2.0 1 16.6 106.7 18.9 104 98 1 -A
502 11/10/11 FG -1.5 1 16.6 106.7 17.3 105 99 1 -A
503 11/10/11 FG -1.0 1 16.6 106.7 18.2 103 97 1 -A
504 11/10/11 FG -6.0 1 16.6 106.7 19.5 103 96 1 -A
505 11/10/11 FG -5.5 1 16.6 106.7 14.2 102 96 1 -A
506 11/10/11 FG -5.0 1 16.6 106.7 14.7 102 96 1 -A
TEST LOCATION: Utilities
500 Sanitary Sewer Service Line to Block B, Pad 6
501 Sanitary Sewer Service Line to Block B, Pad 6
502 Sanitary Sewer Service Line to Block B, Pad 6
503 Sanitary Sewer Service Line to Block B, Pad 6
504 Sanitary Sewer Service Line to Block A, Pad 13
505 Sanitary Sewer Service Line to Block A, Pad 13
506 Sanitary Sewer Service Line to Block A, Pad 13
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
U
Yonas Tanga
ALPHA TESTING, INC.
Our test results .ur l 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 a, d 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
ALFA C1 REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical 1 Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30B
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
O PTIMUM MAXIMUM LAB IN PLACE IN PLACE
TEST ELEV. SOIL ID PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
507 11/10/11 FG-4.5 1 16.6 106.7 13.9 106 99 1 -A
508 11/10/11 FG -4.0 1 16.6 106.7 16.2 102 96 1 -A
509 11/10/11 FG-3.5 1 16.6 106.7 16.8 104 98 1 -A
510 11/10/11 FG -3.0 1 16.6 106.7 15.2 104 97 1 -A
511 11/10/11 FG -2.5 1 16.6 106.7 17.9 102 96 1 -A
512 11/10/11 FG-2.0 1 16.6 106.7 18.2 102 95 1 -A
513 11/10/11 FG -1.5 1 16.6 106.7 13.7 103 96 1 -A
TEST LOCATION: Utilities
507 Sanitary Sewer Service Line to Block A, Pad 13
508 Sanitary Sewer Service Line to Block A, Pad 13
509 Sanitary Sewer Service Line to Block A, Pad 13
510 Sanitary Sewer Service Line to Block A, Pad 13
511 Sanitary Sewer Service Line to Block A, Pad 13
512 Sanitary Sewer Service Line to Block A, Pad 13
513 Sanitary Sewer Service Line to Block A, Pad 13
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATUR \L SUUGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME Sl ABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
U
Yonas Tanga
ALPHA TESTING, INC.
Our test results d repcns ore 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 .s¢1 lest 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.
ALP1111 f ®TESTING REPORT OF FIELD
2209 Wisconsin Street, SLIT 100 COMPACTION TESTS
0 s to 00
Dallas, Texas 75229
Geotechnical I Construction Materials 1 Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30C
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
514 11/10/11 FG -1.0 1 16.6 106.7 17.7 104 8 1 -A
515 11/10/11 FG-6.0 1 16.6 106.7 17.2 104 / 97 1 -A
516 11/10/11 FG -5.5 1 16.6 106.7 17.8 107 100 1 -A
517 11/10/11 FG -5.0 1 16.6 106.7 18.2 102 1 -A
518 11 /10/11 FG -4.5 1 16.6 106.7 14.0 102 (N.,,,,_96
96 1 -A
519 11/10/11 FG-4.0 1 16.6 106.7 16.3 103 96 1 -A
520 _ 11/10/11 FG -3.5 1 16.6 106.7 14.6 107 100 1 -A
TEST LOCATION: Utilities
514 Sanitary Sewer Service Line to Block A, Pad 13
515 Sanitary Sewer Service Line to Block B, Pad 9
516 Sanitary Sewer Service Line to Block B, Pad 9
517 Sanitary Sewer Service Line to Block B, Pad 9
518 Sanitary Sewer Service Line to Block B, Pad 9
519 Sanitary Sewer Service Line to Block B, Pad 9
520 Sanitary Sewer Service Line to Block B, Pad 9
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SU; c LADE 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 TRFATFD D. RETEST
U
Yonas Tanga
ALPHA TESTING, INC.
Our test results an! lei, iris ;,, e 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 a. ,,I test results must receive our win en approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently Wentical or similar
specimens.
ALa ,p / NTESTING 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: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30D
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
521 11/10/11 FG -3.0 1 _ 16.6 106.7 15.2 _ 102 96 1 -A
522 11/10/11 FG -2.5 1 _ 16.6 106.7 18.9 _ 102 95 1 -A
523 11/10/11 FG -2.0 1 16.6 106.7 14.2 102 96 1 -A
524 _ 11/10/11 FG -1.5 1 16.6 106.7 14.3 104 97 1 -A
525 11/10/11 FG -1.0 1 16.6 106.7 17.6 105 99 1 -A
526 11/10/11 FG -5.0 1 16.6 106.7 17.2 103 97 _ 1 -A
527 11/10/11 FG -4.5 1 16.6 106.7 17.7 102 95 1 -A
TEST LOCATION: Utilities
521 Sanitary Sewer Service Line to Block A, Pad 13
522 Sanitary Sewer Service Line to Block B, Pad 9
523 Sanitary Sewer Service Line to Block B, Pad 9
524 Sanitary Sewer Service Line to Block B, Pad 9
525 Sanitary Sewer Service Line to Block A, Pad 17
526 Sanitary Sewer Service Line to Block A, Pad 17
527 Sanitary Sewer Service Line to Block B, Pad 9
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NI I URA. St'r( RADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STAI3It !ZLD C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CrrIEN T TRFATPD D. RETEST
Yonas Tanga
ALPHA TESTING, INC.
Our test tesues to d . e;. l> , w for the exclusive use of the Client (and their designated recipients on rile in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of r., i■ name ;,rid tc.t a.:e15 must receive our wi iti en 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
specin
A ® E ST1 N 0 REPORT OF FIELD
in Street, Suite 100
COMPACTION TESTS
2209 Wiscon
s
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR: Creststone Group DATE: 11/10/11
Coppell, Texas
PROJECT: Red Hawk Residential OUR REPORT NO.: 110991 -30E
Coppell, Texas
TEST DATA: TECHNICIAN: Daniel Montenegro
�___,_s OPTIMUM MAXIMUM LAB IN PLACE IN PLACE
TE I E SOIL ID PERCENT
[ SA TE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % PCF % PCF COMPACTION
528 11/10/11 FG -4.0 1 16.6 106.7 19.2 103 97 1 -A
529 11/10/11 FG -3.5 1 16.6 106.7 16.3 105 98 1 -A
530 11/10/11 FG -3.0 1 16.6 106.7 18.2 103 96 1 -A
5,1 11/10/11 FG -2.5 1 16.6 106.7 18.3 102 95 1 -A
532 11/10/11 FG -2.0 1 16.6 106.7 19.0 107 100 1 -A
532 1' ,'1C/11 FG -1.5 1 16.6 106.7 16.1 104 97 1 -A
53 11/10/11 FG-1.0 1 16.6 106.7 15.4 106 99 1 -A
TEST LOCAT!ON: Utilities
5?' 1 Sanitary Sewer Service Line to Block A, Pad 17
1
57n 1Sanitriiry Sewer Service Line to Block A, Pad 17
53'? ' Sanitary Sewer Service Line to Block A, Pad 17
531 � Sanitary Sewer Service Line to Block A, Pad 17
537 , Sanitary Sewer Service Line to Block A, Pad 17
523 Sanitary Sewer Service Line to Block A, Pad 17
5" Sanitry Sewer Service Line to Block A, Pad 17
1. FII I • A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. N ' t.',:,11 SL II. i'. ;,DI" . B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. Lli. I STAU!LIZLD C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. C. 91 TRFATEn D RETEST
U
Yonas Tanga
ALPHA TESTING, INC.
Our test , .i, ie ropr :, ,, e c,, vn, exclusive use et 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 , , . . , e . . , , ; , a i r ,, ,,iii m„sI r eceive our , o ten 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