Westhaven 2-LR130625TESTED FOR:DATE: 06/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2372 06/25/13 FG-4.0 2 9.2 124.4 9.9 125 101 1-A
2373 06/25/13 FG-3.0 2 9.2 124.4 13.0 119 95 1-A
2374 06/25/13 FG-2.0 1 11.9 117.9 13.2 118 100 1-A
2375 06/25/13 FG-1.0 1 11.9 117.9 13.4 116 98 1-A
2376 06/25/13 FG 1 11.9 117.9 14.1 113 96 1-A
2377 06/25/13 FG-2.0 1 11.9 117.9 14.2 112 95 1-A
2378 06/25/13 FG-1.0 1 11.9 117.9 13.3 114 96 1-A
TEST LOCATION:
2372
2373
2374
2375
2376
2377
2378
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
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.
Westhaven Phase 1 & 2 - Mass Grading
Coppell, Texas
TECHNICIAN:
TEST
NO.
Storm Sewer Line B at Station 1+30
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
SOIL ID
NUMBER
Storm Sewer Line B at Station 1+25
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
Irving, Texas
Storm Sewer Line D at Station 1+90
Storm Sewer Line D at Station 1+95
Storm Sewer Line B at Station 1+25
Storm Sewer Line B at Station 1+28
Storm Sewer Line B at Station 1+35
DATE
Don Hinton
130127-119
COMPACTION TESTS
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Standard Pacific Homes - Irving
TESTED FOR:DATE: 06/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2379 06/25/13 FG 1 11.9 117.9 13.7 114 97 1-A
2380 06/25/13 FG-2.0 1 11.9 117.9 13.3 114 97 1-A
2381 06/25/13 FG-1.0 1 11.9 117.9 14.9 113 96 1-A
2382 06/25/13 FG 1 11.9 117.9 13.6 115 97 1-A
2383 06/25/13 FG-1.0 1 11.9 117.9 15.0 113 96 1-A
2384 06/25/13 FG 1 11.9 117.9 13.8 114 97 1-A
2385 06/25/13 FG-2.0 1 11.9 117.9 14.0 115 97 1-A
TEST LOCATION:
2379
2380
2381
2382
2383
2384
2385
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
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-119A
Coppell, Texas
Storm Sewer Line F at Station 3+50
Storm Sewer Line F at Station 3+52
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Line D at Station 2+00
Storm Sewer Line F at Station 3+55
Storm Sewer Line F at Station 5+00
Storm Sewer Line F at Station 5+10
Storm Sewer Line F at Station 6+50
TESTED FOR:DATE: 06/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2386 06/25/13 FG-1.0 1 11.9 117.9 12.8 117 99 1-A
2387 06/25/13 FG 1 11.9 117.9 15.9 112 95 1-A
2388 06/25/13 FG-2.0 1 11.9 117.9 13.7 114 97 1-A
2389 06/25/13 FG-1.0 1 11.9 117.9 14.5 115 97 1-A
2390 06/25/13 FG 1 11.9 117.9 14.1 113 96 1-A
2391 06/25/13 FG-2.0 1 11.9 117.9 13.9 115 98 1-A
2392 06/25/13 FG-1.0 1 11.9 117.9 14.0 113 96 1-A
TEST LOCATION:
2386
2387
2388
2389
2390
2391
2392
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
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-119B
Coppell, Texas
Storm Sewer Line F at Station 6+55
Storm Sewer Line F at Station 8+50
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Line F at Station 6+52
Storm Sewer Line F at Station 8+52
Storm Sewer Line F at Station 8+55
Storm Sewer Line F at Station 10+50
Storm Sewer Line F at Station 10+55
TESTED FOR:DATE: 06/25/13
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
2393 06/25/13 FG-2.0 1 11.9 117.9 12.8 115 98 1-A
2394 06/25/13 FG-1.0 1 11.9 117.9 12.3 118 100 1-A
2395 06/25/13 FG 1 11.9 117.9 13.6 114 97 1-A
2396 06/25/13 FG-2.0 1 11.9 117.9 15.7 113 95 1-A
2397 06/25/13 FG-1.0 1 11.9 117.9 13.3 114 96 1-A
2398 06/25/13 FG 1 11.9 117.9 12.7 118 100 1-A
TEST LOCATION:
2393
2394
2395
2396
2397
2398
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
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.
TECHNICIAN: Don Hinton
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
COMPACTION TESTS
Standard Pacific Homes - Irving
Irving, Texas
Westhaven Phase 1 & 2 - Mass Grading 130127-119C
Coppell, Texas
Storm Sewer Line F at Station 12+02
Storm Sewer Line F at Station 12+05
TEST
NO.DATE SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION COMMENT*
Storm Sewer Line F at Station 12+00
Storm Sewer Line C at Station 1+85
Storm Sewer Line C at Station 1+88
Storm Sewer Line C at Station 1+90