Townhouses-LR010423 REPORT OF FIELD
7/. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/23/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-120A
COPPELL, TEXAS
TEST DATA:
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
1865 04/23/01 FG-1.2 2 19.0 100.4 20.2 98 97 1-A
1866 04/23/01 FG-1.2 2 19.0 100.4 23.0 101 100 1-A
1867 04/23/01 FG-1.3 2 19.0 100.4 21.9 99 99 1-A
1868 04/23/01 FG-1.3 2 19.0 100.4 22.3 99 98 1-A
1869 04/23/01 FG-1.3 2 19.0 100.4 21.8 99 99 1-A
1870 04/23/01 FG-1.3 2 19.0 100.4 22.9 100 99 1-A
1871 04/23/01 FG-1.2 _ 2 19.0 100.4 22.1 100 99 1-A
TEST LOCATION:
1865 12'SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#27
1866 12'SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#28
1867 12' SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#29
1868 12'SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#30
1869 12' SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#32
1870 12' SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#33
1871 12' SOUTH AND 50'WEST FROM NORTHEAST CORNER OF BLOCK A, PAD#34
CC: STEVE TOPLETZ,ANDANTE
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R:..ec..I Sub, •r
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ._
4. CEMENT TREATED D. RETEST ALPHA S •G,INC.
Our test results&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 distr.uted exce, with press appr• .1 of ALPHA. The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the qua Ries• apparently identical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering N Consulting
REPORT OF FIELD
11/ COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/23/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-120B
COPPELL,TEXAS
TEST DATA:
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
1872 04/23/01 FG-1.3 4 20.1 101.9 24.7 101 99 1-A
1873 04/23/01 FG-1.3 4 20.1 101.9 22.5 101 99 1-A
1874 04/23/01 FG-1.2 4 20.1 101.9 22.1 103 101 1-A
1875 04/23/01 FG-1.3 4 20.1 101.9 22.7 101 99 1-A
1876 04/23/01 FG-1.4 4 20.1 101.9 23.1 99 97 1-A
1877 04/23/01 FG-1.2 4 20.1 101.9 22.5 102 100 1-A
1878 _ 04/23/01 FG-1.2 _ 4 20.1 101.9 23.3 99 97 1-A
TEST LOCATION:
1872 12' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#35
1873 12' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#36
1874 12' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#38
1875 12' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#39
1876 12' NORTH AND 50' EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#40
1877 12'WEST AND 50' SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#45
1878 12'WEST AND 50' SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#47
CC: STEVE TOPLETZ,ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ---.e fly Su it
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST •LPH! :S G,INC.
Our test results 8 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 distr•uted ex. pt w express app val of ALPHA. The use
of our name it test results must receive our written approval. Test results 8 reports apply only to the samples tested and/or observed,and are not indicative of the q•alitie-of apparently i entical or similar specimens.
Geotechnical Engineering I Construction Materials Testing N Environmental Engineering N Consulting
REPORT OF FIELD
/ COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/23/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-120C
COPPELL, TEXAS
TEST DATA:
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
1879 04/23/01 FG-1.2 4 20.1 101.9 22.1 102 100 1-A
1880 04/23/01 FG-1.2 4 20.1 101.9 21.6 101 99 1-A
1881 04/23/01 FG-1.2 4 20.1 101.9 20.9 101 99 1-A
1882 04/23/01 FG-5.7 4 20.1 101.9 21.3 99 97 1-A
1883 04/23/01 FG-6.3 4 20.1 101.9 21.0 100 98 1-A
1884 04/23/01 FG-6.6 4 20.1 101.9 22.1 101 99 1-A
1885 04/23/01 FG-5.6 4 20.1 101.9 20.6 101 99 1-A
TEST LOCATION:
1879 12'WEST AND 50' SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#48
1880 12'WEST AND 50' SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#49
1881 12'WEST AND 50'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#50
1882 12' NORTH AND 50'WEST FROM SOUTHEAST CORNER OF BLOCK A, PAD#38
1883 12' NORTH AND 50'WEST FROM SOUTHEAST CORNER OF BLOCK A, PAD#39
1884 12' NORTH AND 50'WEST FROM SOUTHEAST CORNER OF BLOCK A, PAD#41
1885 _12' NORTH AND 50'WEST FROM SOUTHEAST CORNER OF BLOCK A, PAD#41
CC: STEVE TOPLETZ, ANDANTE /
1
/
. FILL 'A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS '--.-• ully S • ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST •LP, • ' IN , I .
Our test results&reports are for the excluswe use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distr/ted e ept h express,pproval of ALPHA. The use
of our name R.test results must receive our written approval. Test results 8 reports apply only to the samples tested and/or observed,and are not indicative of the•ualitie.of appare , identical or similar specimens.
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering /Consulting
REPORT OF FIELD
/%• COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/23/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-120
COPPELL, TEXAS
TEST DATA:
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
1858 04/23/01 FG-1.1 4 20.1 101.9 21.8 102 100 1-A
1859 04/23/01 FG-1.3 4 20.1 101.9 21.7 102 100 1-A
1860 04/23/01 FG-1.7 4 20.1 101.9 20.3 99 97 1-A
1861 04/23/01 FG-1.7 3 21.6 98.8 22.5 96 97 1-A
1862 04/23/01 FG-1.7 3 21.6 98.8 23.5 97 98 1-A
1863 04/23/01 FG-1.7 3 21.6 98.8 21.9 99 100 1-A
1864 _ 04/23/01 FG-1.7 1 22.5 99.5 22.5 99 99 1-A
TEST LOCATION:
1858 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#43
1859 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#44
1860 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#45
1861 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#47
1862 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#48
1863 12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#49
1864 _12' EAST AND 50' NORTH FROM SOUTHWEST CORNER OF BLOCK A, PAD#50
CC: STEVE TOPLETZ,ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS j spec'iy Su i ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALPH; . NG, INC. I'
Our test results&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 dist buted ex. pt w h express apps of ALPHA. The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the q.aliti.-of apparently i ntical or similar specimens.
Geotechnical Engineering I Construction Materials Testing 1 Environmental Engineering 1 Consulting