Townhouses-LR010425 REPORT OF FIELD
/k 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-122
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
1914 04/25/01 FG-0.5 2 19.0 100.4 21.4 98 98 1-A
1915 04/25/01 FG-0.5 2 19.0 100.4 21.2 98 98 1-A
1916 04/25/01 FG-0.5 1 22.5 99.5 24.8 97 97 1-A
1917 04/25/01 FG-0.6 1 22.5 99.5 23.3 99 100 1-A
1918 04/25/01 FG-0.7 1 22.5 99.5 24.5 98 98 1-A
1919 04/25/01 FG-0.3 1 22.5 99.5 24.3 99 99 1-A
1920 04/25/01 FG-0.3 1 22.5 99.5 25.1 97 98 1-A
TEST LOCATION: BUILDING PAD
1914 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 10
1915 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 11
1916 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 12
1917 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 13
1918 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 14
1919 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 16
1920 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 17
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 -.spew ully Si; tted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP + E" IN ,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 distrib eft exc=.t wi express appr. al 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 =lities of apparently i.-ntical or similar specimens.
Geotechnical Engineering Pi Construction Materials Testing /2i Environmental Engineering/b Consulting
REPORT OF FIELD
NIL 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-122A
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
i
1921 04/25/01 FG-0.3 1 22.5 99.5 23.5 98 99 1-A
1922 04/25/01 FG-0.6 1 22.5 99.5 25.2 99 100 1-A
1923 04/25/01 FG-0.6 1 22.5 99.5 23.2 98 99 1-A
1924 04/25/01 FG-0.7 1 22.5 99.5 24.6 99 99 1-A
1925 04/25/01 FG-0.7 4 20.1 101.9 21.3 102 100 1-A
1926 04/25/01 FG-4.7 4 20.1 101.9 23.6 101 99 1-A
1927 04/25/01 FG-4.2 4 20.1 101.9 22.8 100 98 1-A
TEST LOCATION: BUILDING PAD
1921 12' W AND 50' S FROM NE CORNER OF BLOCK A, PAD 18
1922 12'W AND 50' S FROM NE CORNER OF BLOCK A, PAD 19
1923 12' W AND 50' S FROM NE CORNER OF BLOCK A, PAD 20
1924 12'W AND 50' S FROM NE CORNER OF BLOCK A, PAD 21
1925 12' W AND 50' S FROM NE CORNER OF BLOCK A, PAD 23
1926 12' W AND 50' S FROM NE CORNER OF BLOCK A, PAD 23
1927 12' W AND 50' S FROM NE CORNER OF BLOCK A, PAD 23
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 / -spe• Lilly Sub ed
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST Ay' E NG,INC
_lw rest results&•eports are for the exclusive use of the Client and their designated recipients on file in our office)and shall not be reproduced and/or distri.uted e -pt wit express approval f PHA The use
of oi.'name&tes'results mus,receive our written approval Test results&reports apply only to the samples tested and/or observed,and are not indicative of the.ualities.f apparently identi 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 04/25/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-122B
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
1928 04/25/01 FG-3.7 1 22.5 99.5 23.2 99 100 1-A
1929 04/25/01 FG-4.8 1 22.5 99.5 25.2 98 98 1-A
1930 04/25/01 FG-4.3 1 22.5 99.5 24.3 99 99 1-A
1931 04/25/01 FG-3.8 4 20.1 101.9 21.2 102 100 1-A
1932 04/25/01 FG-0.8 4 20.1 101.9 23.3 100 98 1-A
1933 04/25/01 FG-0.3 4 20.1 101.9 21.7 101 99 1-A
1934 04/25/01 FG-4.9 4 20.1 101.9 22.4 100 98 1-A
TEST LOCATION: BUILDING PAD
1928 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 23
1929 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 24
1930 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 24
1931 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 24
1932 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 24
1933 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 24
1934 50' S AND 12' E FROM NW CORNER OF BLOCK A, PAD 25
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 spe•, % ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP r o IN•,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 distri ted exc,.1 wi express appr.r:l 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 :lilies of apparently i. ntical or similar specimens.
Geotechnical Engineering fZi Construction Materials Testing Pb Environmental Engineering Pi Consulting
REPORT OF FIELD
. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-122C
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
1935 04/25/01 FG-4.4 1 22.5 99.5 23.3 99 99 1-A
1936 04/25/01 FG-3.9 1 22.5 99.5 22.8 99 100 1-A
1937 04/25/01 FG-0.9 1 22.5 99.5 22.6 97 98 1-A
1938 04/25/01 FG-0.4 1 22.5 99.5 25.9 96 96 1-A
1939 04/25/01 FG-6.1 2 19.0 100.4 22.4 100 99 1-A
1940 04/25/01 FG-0.6 2 19.0 100.4 21.9 98 98 1-A
1941 04/25/01 FG-0.3 2 19.0 100.4 21.3 101 100 1-A
TEST LOCATION: BUILDING PAD
1935 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 25
1936 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 25
1937 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 25
1938 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 25
1939 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 3
1940 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 4
1941 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 6
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 -spew ully• ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ' • P • . INk,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 distrib.ted exc'.t wit express approv .1 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 :litie-of apparently ide at or similar specimens.
Geotechnical Engineering PI Construction Materials Testing PI Environmental Engineering fb Consulting
REPORT OF FIELD
/i
�. 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123
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
1942 04/25/01 FG-11.0 4 20.1 101.9 22.5 103 101 1-A
1943 04/25/01 FG-4.5 1 22.5 99.5 24.0 95 95 1-A
1944 04/25/01 FG-4.0 1 22.5 99.5 25.2 95 95 1-A
1945 04/25/01 FG-4.1 1 22.5 99.5 24.4 97 98 1-A
1946 04/25/01 FG-3.6 1 22.5 99.5 25.2 97 97 1-A
1947 04/25/01 FG-4.3 3 21.6 98.6 22.3 98 99 1-A
1948 04/25/01 FG-3.8 3 21.6 98.6 22.2 97 98 1-A
TEST LOCATION: BUILDING PADS
1942 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 36
1943 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 36
1944 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 36
1945 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 37
1946 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 37
1947 12' W AND 50' N FROM SE CORNER OF BLOCK B, PAD 38
1948 12'W AND 50' N FROM SE CORNER OF BLOCK B, PAD 38
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 pe ly Su•,r' ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP ; •'' NG,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 exc'.1 wi express appr. .I of ALPHA. The use
of our name&lest 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 :lilies of apparently i. ntical or similar specimens.
Geotechnical Engineering pi Construction Materials Testing /b Environmental Engineering/b Consulting
REPORT OF FIELD
. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937(Metro)
i
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123A
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
-
1949 04/25/01 FG-4.1 1 22.5 99.5 22.7 100 100 1-A
1950 04/25/01 FG-1.3 2 19.0 100.4 20.8 101 101 1-A
1951 04/25/01 FG-13.3 4 20.1 101.9 21.7 102 100 1-A
1952 04/25/01 FG-1.0 4 20.1 101.9 21.5 102 100 1-A •
1953 04/25/01 FG-1.0 4 20.1 101.9 22.1 101 99 1-A
1954 04/25/01 FG-1.0 4 20.1 101.9 21.7 101 99 1-A
1955 04/25/01 FG-0.8 4 20.1 101.9 21.8 99 97 1-A
TEST LOCATION: BUILDING PADS
1949 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 32
1950 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 32
1951 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 61
1952 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 21
1953 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 22
1954 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 23
1955 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 20
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 '-sp= ully •miffed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL- T'-/{1 1 .G,IN•.
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 distil, ted e ept th express ap. • al 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-ualiti s of apparently -entical or similar specimens.
Geotechnical Engineering Fb Construction Materials Testing /`b Environmental Engineering/b Consulting
REPORT OF FIELD
)6k 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123B
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
(
1956 04/25/01 FG-5.6 4 20.1 101.9 21.5 100 98 1-A
1957 04/25/01 FG-8.7 4 20.1 101.9 r 23.0 99 97 1-A
1958 04/25/01 FG-8.2 4 20.1 101.9 22.3 101 99 1-A
1959 04/25/01 FG-4.7 4 20.1 101.9 21.6 99 98 1-A
1960 04/25/01 FG-10.6 4 20.1 101.9 21.9 103 101 1-A
1961 04/25/01 FG-8.0 4 20.1 101.9 23.8 100 98 1-A
1962 04/25/01 FG-7.5 1 22.5 99.5 24.7 98 99 1-A
TEST LOCATION: BUILDING PADS
1956 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 43
1957 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 57
1958 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 58
1959 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 59
1960 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 63
1961 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 64
1962 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 64
CC STEVE TOPLETZ, ANDANTE
I FILL • A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS sp= ' Ily Sub • d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
A CEMENT TREATED D RETEST ALP • :STI• ,I•C.
,. .,,s.,esJits&•eports are for the exclusive use of the Client land their designated recipients on file in our office)and shall not be reproduced and/or distn.•ted exce with•xpress approval o •LPHA The use
DI J(.r rame&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 qu-lities• apparently identic- 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123C
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
1963 04/25/01 FG-7.0 1 22.5 99.5 23.9 98 99 1-A
1964 04/25/01 FG-6.5 1 22.5 99.5 24.0 98 99 1-A
1965 04/25/01 FG-4.6 1 22.5 99.5 24.6 97 97 1-A
1966 04/25/01 FG-3.5 1 22.5 99.5 24.6 98 98 1-A
1967 04/25/01 FG-4.3 1 22.5 99.5 22.7 100 100 1-A
1968 04/25/01 FG-3.8 4 20.1 101.9 22.2 100 98 1-A
1969 04/25/01 FG-3.3 4 20.1 101.9 21.9 101 100 1-A
TEST LOCATION: BUILDING PADS
1963 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 64
1964 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 64
1965 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 3
1966 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 4
1967 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 5
1968 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 5
1969 12' E AND 50' S FROM NW CORNER OF BLOCK B, PAD 6
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 sp= ully SJ•'itted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
'
4 CEMENT TREATED D RETEST ALP,• -' ING,INC.
)Lr.es;results h'epcns are for Ise exclus■ e use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distri• ted ex pt w express approv.l of ALPHA The use
of or.r,name 8 test results must receive our written approval Test results R.reports apply only to the samples tested and/or observed,and are not indicative of the• aliti- of apparently identical or similar specimens
Geotechnical Engineering /` Construction Materials Testing /;- Environmental Engineering P- 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 I
TESTED FOR LEMP DEVELOPMENT DATE 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123D
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
1970 04/25/01 FG-0.4 4 20.1 101.9 23.2 100 98 1-A
1971 04/25/01 FG-1.7 4 20.1 101.9 22.8 99 97 1-A
1972 04/25/01 FG-1.7 4 20.1 101.9 21.7 102 100 1-A
1973 04/25/01 FG-1.8 4 20.1 101.9 23.2 98 96 1-A
1974 04/25/01 FG-1.8 4 20.1 101.9 21.8 101 100 1-A
1975 04/25/01 FG-1.8 4 20.1 101.9 22.6 101 99 1-A
1976 04/25/01 FG-1.8 4 20.1 101.9 22.1 100 98 _ 1-A
TEST LOCATION: BUILDING PADS
1970 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 7
1971 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 27
1972 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 28
1973 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 29
1974 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 30
1975 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 32
1976 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 33
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 / •sp= tfully - • itted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST •L• • Tr:TI'G,INC.
',L,�•es.results& eports are for the exclusive use of the Client(and their designated recipients on the in our office)and shall not be reproduced and/or distri.uted ex.'pt wi express appro I of ALPHA The use
Df Iv..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. alitie.of apparently id tical or similar specimens
Geotechnical Engineering / Construction Materials Testing l--- Environmental Engineering /- Consulting
REPORT OF FIELD
)61k 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123E
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
1977 04/25/01 FG-1.7 1 22.5 99.5 25.5 98 99 1-A
1978 04/25/01 FG-1.8 1 22.5 99.5 24.9 98 98 1-A
1979 04/25/01 FG-1.8 4 20.1 101.9 21.7 102 100 1-A
1980 04/25/01 FG-1.7 4 20.1 101.9 20.8 102 I 100 1-A
1981 04/25/01 FG-1.8 4 20.1 101.9 23.8 100 98 1-A
1982 04/25/01 FG-1.9 4 20.1 101.9 22.8 99 97 1-A
1983 04/25/01 FG-1.1 4 20.1 101.9 21.8 101 99 1-A
TEST LOCATION: BUILDING PADS
1977 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 34
1978 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 35
1979 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 36
1980 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 38
1981 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 39
1982 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 40
1983 12' N AND 50' E FROM SW 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 ' pe ay Sub' r-d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /f
4 CEMENT TREATED D RETEST •LP ; S, G, NC.
-,. -as res.,Its&•epcns are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distrib ed exce- with: press approv-'of ALPHA The use
r 'same S test results mus receive our written approval Test results&reports apply only to the samples tested and/or observed.and are not indicative of the qu.ities. apparently identical or similar specimens
Geotechnical Engineering / Construction Materials Testing /,:- Environmental Engineering /- Consulting
REPORT OF FIELD
Nik 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 04/25/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123F
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
1984 04/25/01 FG-0.7 4 20.1 101.9 23.8 99 97 1-A
1985 04/25/01 FG-0.7 4 20.1 101.9 22.2 100 98 1-A
1986 04/25/01 FG-0.8 4 20.1 101.9 22.7 100 98 1-A
1987 04/25/01 FG-0.3 4 20.1 101.9 23.6 99 97 1-A
1988 04/25/01 FG-0.8 4 20.1 101.9 21.8 101 99 1-A
1989 04/25/01 FG-0.3 4 20.1 101.9 23.4 101 99 1-A
1990 04/25/01 FG-0.8 4 20.1 101.9 21.9 102 100 1-A
TEST LOCATION: BUILDING PADS
1984 12' N AND 50' W FROM SE CORNER OF BLOCK A, PAD 27
1985 12' N AND 50'W FROM SE CORNER OF BLOCK A, PAD 28
1986 12' N AND 50'W FROM SE CORNER OF BLOCK A, PAD 29
1987 12' N AND 50'W FROM SE CORNER OF BLOCK A, PAD 29
1988 12' N AND 50'W FROM SE CORNER OF BLOCK A, PAD 30
1989 12' N AND 50' W FROM SE CORNER OF BLOCK A, PAD 30
1990 12' N AND 50' W FROM SE CORNER OF BLOCK A, PAD 32
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•n y Sub• ed
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST • PHA ST G, NC.
:),•-es results&-eperts are for the exclusive use of the Client(and their designated-recipients on file in our office)and shall not be reproduced and/or distribut:.except the •ress approval of'LPHA The use
.af am r same&test results must receive our written approval Test results 8 reports apply only to the samples tested and/or observed.and are not indicative o the qualif-s of.pparently identical•'similar specimens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering /= Consulting
REPORT OF FIELD
/1/ 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 04/25/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-123G
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
1991 04/25/01 FG-0.3 4 20.1 101.9 21.8 102 100 1-A
1992 04/25/01 FG-0.3 4 20.1 101.9 23.2 100 98 1-A
1993 04/25/01 FG-0.7 4 20.1 101.9 24.0 99 97 1-A
1994 04/25/01 FG-0.8 4 20.1 101.9 22.2 102 100 1-A
1995 04/25/01 FG-0.3 4 20.1 101.9 23.1 101 99 1-A
1996 04/25/01 FG-0.8 4 20.1 101.9 20.4 103 101 1-A
1997 04/25/01 FG-0.3 4 20.1 101.9 23.2 101 99 1-A
TEST LOCATION: BUILDING PADS
1991 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 32
1992 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 33
1993 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 34
1994 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 35
1995 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 35
1996 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 36
1997 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 36
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 i,spe. �Ily Su/, i'ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST i •LPH• + G, C.
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 distri' ted exce/with-xpress approv...f 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 ies of apparently iden at or similar specimens.
Geotechnical Engineering Fb Construction Materials Testing /b Environmental Engineering/b Consulting