Townhouses-LR010430 REPORT OF FIELD
Nk 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-126
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
2049 04/30/01 FG 4 20.1 101.9 23.1 102 100 1-A
2050 04/30/01 FG 4 20.1 101.9 22.9 103 101 1-A
2051 04/30/01 FG 4 20.1 101.9 23.3 101 99 1-A
2052 04/30/01 FG 4 20.1 101.9 23.9 100 99 1-A
2053 04/30/01 FG 4 20.1 101.9 24.1 101 99 1-A
2054 04/30/01 FG 4 20.1 101.9 24.1 99 97 1-A
2055 04/30/01 FG 4 20.1 101.9 24.0 97 95 1-A
TEST LOCATION: BUILDING PADS
2049 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 33
2050 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 32
2051 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 33
2052 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 34
2053 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 35
2054 12' S AND 50' E FROM NW CORNER OF BLOCK A, PAD 36
2055 12' S AND 50' E FROM NW CORNER OF BLOCK A, 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 ,-es.- ully .. itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL-1 . I ,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•uted e ept w' 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•ualiti• of apparently id I cal or similar specimens.
Geotechnical Engineering /b Construction Materials Testing /b Environmental Engineering Pi Consulting
REPORT OF FIELD
)16, 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-126A
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
2056 04/30/01 FG 4 20.1 101.9 23.2 101 99 1-A
2057 04/30/01 FG 4 20.1 101.9 23.0 102 100 1-A
2058 04/30/01 FG 4 20.1 101.9 21.8 103 101 1-A
2059 04/30/01 FG 4 20.1 101.9 23.3 100 98 1-A
2060 04/30/01 FG 4 20.1 101.9 22.5 102 100 1-A
2061 04/30/01 FG 4 20.1 101.9 22.1 100 98 1-A
2062 04/30/01 FG 4 20.1 101.9 22.9 102 100 1-A
TEST LOCATION: BUILDING PADS
2056 12' E AND 50' S FROM NW CORNER OF BLOCK A, PAD 39
2057 12' E AND 50' S FROM NW CORNER OF BLOCK A, PAD 40
2058 12' E AND 50' S FROM NW CORNER OF BLOCK A, PAD 41
2059 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 43
2060 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 44
2061 12'W AND 50' N FROM SE CORNER OF BLOCK A, PAD 45
2062 12' W AND 50' N FROM SE CORNER OF BLOCK A, PAD 47
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 a Ily Su tied
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4 CEMENT TREATED D RETEST / ALPH• . IN ,INC
-.-tr.,-es•ies its&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 approval of ALPHA. The use
itt at.,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 qu.ities•f apparently i 4entical or similar specimens
Geotechnical Engineering /- Construction Materials Testing / Environmental Engineering I. Consulting
REPORT OF FIELD
Nk 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-126B
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
2063 04/30/01 FG 4 20.1 101.9 21.7 103 101 1-A
2064 04/30/01 FG 4 20.1 101.9 23.0 102 100 1-A
2065 04/30/01 FG 4 20.1 101.9 22.5 102 100 1-A
2066 04/30/01 FG 4 20.1 101.9 21.7 101 99 1-A
2067 04/30/01 FG 4 20.1 101.9 22.3 101 99 1-A
2068 04/30/01 FG 4 20.1 101.9 21.2 101 99 1-A
2069 04/30/01 FG 4 20.1 101.9 21.4 98 96 1-A
TEST LOCATION: BUILDING PADS
2063 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 48
2064 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 49
2065 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 50
2066 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 51
2067 12' E AND 50' N FROM SW CORNER OF BLOCK A, PAD 52
2068 12' N AND 50' W FROM SE CORNER OF BLOCK B, PAD 24
2069 12' N AND 50' W FROM SE CORNER OF BLOCK B, 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 pec•ly Sub (d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST PH/ ' ' 'G,INC.
'n, .es*res.,its&-worts 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 -d except ith a .ress approval.f ALPHA The use
of ow r 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 es of:pparently identi.; or similar specimens
Geotechnical Engineering / Construction Materials Testing F Environmental Engineering k 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-126C
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
2070 04/30/01 FG 4 20.1 101.9 21.5 102 100 1-A
2071 04/30/01 FG 4 20.1 101.9 21.0 102 100 1-A
TEST LOCATION: BUILDING PADS
2070 12' N AND 50' E FROM SW CORNER OF BLOCK B, PAD 26
2071 12' N AND 50' E FROM SW CORNER OF BLOCK B, PAD 27
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 /Ily Sub -d
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
P • TES G, C.
D.•'es''esults S 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 exce• with s press approval PHA. The use
of a.• -ame&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.hies• apparently identic or similar specimens
Geotechnical Engineering / Construction Materials Testing {> Environmental Engineering k- 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-127
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
2072 04/30/01 FG 1 22.5 99.5 22.5 98 98 1-A
2073 04/30/01 FG 4 20.1 101.9 23.3 101 _ 99 1-A
2074 04/30/01 FG 1 22.5 99.5 _ 23.6 97 98 1-A
2075 04/30/01 FG 1 22.5 99.5 24.9 _ 96 96 1-A
2076 04/30/01 FG 1 22.5 99.5 23.6 __ 98 98 1-A
2077 04/30/01 _ FG 1 22.5 _ 99.5 23.3 100 - 101 1-A
2078 04/30/01 FG 1 22.5 99.5 22.7 _ 96 _ 96 _ 1-A
TEST LOCATION:
2072 SANITARY SEWER LINE B AT STATION #3+25
2073 SANITARY SEWER LINE B AT STATION #0+75
2074 SANITARY SEWER LATERAL TO BLOCK A, PAD 9
2075 SANITARY SEWER LATERAL TO BLOCK A, PAD 11
2076 SANITARY SEWER LATERAL TO BLOCK A, PAD 13
2077 SANITARY SEWER LATERAL TO BLOCK A, PAD 16
2078 SANITARY SEWER LATERAL TO BLOCK A, PAD 18
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- •.e •I/y Su. e
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
.
4. CEMENT TREATED D. RETEST •1 PH• • ', 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 distribu •.excep ith- press approv- 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 qual les o apparently iden cal or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
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
I
TESTED FOR LEMP DEVELOPMENT DATE 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-127A
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
2079 04/30/01 FG 1 22.5 99.5 24.6 98 99 1-A
2080 04/30/01 FG 1 22.5 99.5 24.9 96 96 1-A
2081 04/30/01 FG 1 22.5 99.5 23.9 100 100 1-A
2082 04/30/01 FG-5.0 1 22.5 99.5 23.6 99 99 1-A
2083 04/30/01 FG-4.0 1 22.5 99.5 25.5 98 98 1-A
2084 04/30/01 FG-3.0 1 22.5 99.5 24.5 97 97 1-A
2085 04/30/01 FG-2.0 1 22.5 99.5 25.6 96 96 1-A
TEST LOCATION:
2079 SANITARY SEWER LATERAL TO BLOCK A, PAD 20
2080 SANITARY SEWER LATERAL TO BLOCK A, PAD 23
2081 SANITARY SEWER LATERAL TO BLOCK A, PAD 25
2082 SANITARY SEWER LATERAL TO BLOCK A, PAD 27
2083 SANITARY SEWER LATERAL TO BLOCK A, PAD 28
2084 SANITARY SEWER LATERAL TO BLOCK A, PAD 29
2085 SANITARY SEWER LATERAL TO BLOCK A, PAD 30
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. Ily S , ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPH N ,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.,•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 qu'lilies•f apparently ide cal or similar specimens.
Geotechnical Engineering Pi Construction Materials Testing R Environmental Engineering PI Consulting
REPORT OF FIELD
/h, 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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-127B
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
2086 04/30/01 FG-1.0 4 20.1 101.9 22.0 102 100 1-A
2087 04/30/01 FG 4 20.1 101.9 22.6 102 100 1-A
2088 04/30/01 FG-4.0 4 20.1 101.9 22.7 101 99 1-A
2089 04/30/01 FG-3.0 4 20.1 101.9 23.3 102 100 1-A
2090 04/30/01 FG-2.0 4 20.1 101.9 21.7 100 98 1-A
2091 04/30/01 FG-1.0 4 20.1 101.9 22.2 101 100 1-A
2092 04/30/01 FG 4 20.1 101.9 22.9 101 99 1-A
TEST LOCATION:
2086 SANITARY SEWER LATERAL TO BLOCK A, PAD 27
2087 SANITARY SEWER LATERAL TO BLOCK A, PAD 28
2088 SANITARY SEWER LATERAL TO BLOCK A, PAD 32
2089 SANITARY SEWER LATERAL TO BLOCK A, PAD 33
2090 SANITARY SEWER LATERAL TO BLOCK A, PAD 34
2091 SANITARY SEWER LATERAL TO BLOCK A, PAD 33
2092 SANITARY SEWER LATERAL TO 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 ' pe.- .IIy Su,,•' ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST • PH' S• N-,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 exce wit express approv. 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 litie .f apparently ide tical or similar specimens.
Geotechnical Engineering Pi Construction Materials Testing /b Environmental Engineering/2i Consulting
REPORT OF FIELD
1/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 04/30/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-127C
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
P
2093 04/30/01 FG-4.0 4 20.1 101.9 22.9 98 97 1-A
2094 04/30/01 FG-3.0 4 20.1 101.9 22.4 101 99 1-A
2095 04/30/01 FG-2.0 4 20.1 101.9 22.0 100 98 1-A
2096 04/30/01 FG-1.0 4 20.1 101.9 22.3 100 99 1-A
2097 04/30/01 FG 4 20.1 101.9 21.0 101 99 1-A
2098 04/30/01 FG-4.0 4 20.1 101.9 22.3 100 98 1-A
2099 04/30/01 FG-3.0 4 20.1 101.9 22.0 100 98 1-A
TEST LOCATION:
2093 SANITARY SEWER LATERAL TO BLOCK A, PAD 35
2094 SANITARY SEWER LATERAL TO BLOCK A, PAD 36
2095 SANITARY SEWER LATERAL TO BLOCK A, PAD 38
2096 SANITARY SEWER LATERAL TO BLOCK A, PAD 35
2097 SANITARY SEWER LATERAL TO BLOCK A, PAD 36
2098 SANITARY SEWER LATERAL TO BLOCK A, PAD 39
2099 SANITARY SEWER LATERAL TO BLOCK A, PAD 40
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 .pe .•y Sub
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ¶ALPH'/' .T C 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 distrib ed excep ith-xpress approval,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 qu. ies. apparently dent',al or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting