Townhouses-LR010501 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
1
TESTED FOR LEMP DEVELOPMENT DATE 05/01/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-128
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
2100 05/01/01 FG-7.0 4 20.1 101.9 20.3 102 100 1-A
2101 05/01/01 FG-1.0 4 20.1 101.9 21.5 101 99 1-A
2102 05/01/01 FG 4 20.1 101.9 22.9 99 98 1-A
2103 05/01/01 FG-4.0 1 22.5 99.5 26.2 96 96 1-A
2104 05/01/01 FG-3.0 1 22.5 99.5 24.3 96 96 1-A
2105 05/01/01 FG-2.0 1 22.5 99.5 22.9 99 99 1-A
2106 05/01/01 FG-1.0 4 20.1 101.9 22.9 101 99 1-A
TEST LOCATION:
2100 SANITARY SEWER LATERAL TO BLOCK A, PAD 39
2101 SANITARY SEWER LATERAL TO BLOCK A, PAD 40
2102 SANITARY SEWER LATERAL TO BLOCK A, PAD 39
2103 SANITARY SEWER LATERAL TO BLOCK A, PAD 41
2104 SANITARY SEWER LATERAL TO BLOCK A, PAD 43
2105 SANITARY SEWER LATERAL TO BLOCK A, PAD 41
2106 SANITARY SEWER LATERAL TO BLOCK A, PAD 43
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 - pectf Subm.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPH.1 - TI. ,I 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 dist..uteri exce■ with- press approval of LPHA. 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. ties o .pparently identic..or similar specimens.
Geotechnical Engineering /b Construction Materials Testing m Environmental Engineering/b Consulting
REPORT OF FIELD
/i,- COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-891 1 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 05/01/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-128A
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
2107 05/01/01 FG 1 22.5 99.5 24.8 96 96 1-A
2108 05/01/01 FG-4.0 1 22.5 99.5 24.5 96 97 1-A
2109 05/01/01 FG-3.0 1 22.5 99.5 26.0 95 95 1-A
2110 05/01/01 FG-2.0 1 22.5 99.5 23.6 97 98 1-A
2111 05/01/01 FG-1 1 22.5 99.5 25.2 95 96 1-A
2112 05/01/01 FG 1 22.5 99.5 25.0 95 96 1-A
2113 05/01/01 FG-4.0 1 22.5 99.5 23.7 95 96 1-A
TEST LOCATION:
2107 SANITARY SEWER LATERAL TO BLOCK A, PAD 41
2108 SANITARY SEWER LATERAL TO BLOCK B, PAD 26
2109 SANITARY SEWER LATERAL TO BLOCK B, PAD 27
2110 SANITARY SEWER LATERAL TO BLOCK B, PAD 28
2111 SANITARY SEWER LATERAL TO BLOCK B, PAD 26
2112 SANITARY SEWER LATERAL TO BLOCK B, PAD 27
2113 SANITARY SEWER LATERAL TO BLOCK B, PAD 29
CC STEVE TOPLETZ, ANDANTE / /
t t-ILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R spec, Ily • fitted
' LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALP/ .TING,INC-
, 'as'results&,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 distnbu-d exc:•t wit. express appro- of ALPHA The use
ar ci r name&tes•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 aitie-of apparently i% noel or similar specimens
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering / Consulting
REPORT OF FIELD
X 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 05/01/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-128B
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
2114 05/01/01 FG-3.0 1 22.5 99.5 23.7 96 97 1-A
2115 05/01/01 FG-2.0 1 22.5 99.5 24.2 95 95 1-A
2116 05/01/01 FG-1.0 1 22.5 99.5 23.3 97 98 1-A
2117 05/01/01 - FG 1 22.5 99.5 23.9 96 97 1-A
2118 05/01/01 FG-4.0 1 22.5 99.5 23.8 97 98 1-A
2119 05/01/01 FG-3.0 1 22.5 99.5 23.7 96 96 1-A
2120 05/01/01 FG-2.0 1 22.5 99.5 24.2 96 96 1-A
TEST LOCATION:
2114 SANITARY SEWER LATERAL TO BLOCK B, PAD 30
2115 SANITARY SEWER LATERAL TO BLOCK B, PAD 31
2116 SANITARY SEWER LATERAL TO BLOCK B, PAD 29
2117 SANITARY SEWER LATERAL TO BLOCK B, PAD 31
2118 SANITARY SEWER LATERAL TO BLOCK B, PAD 32
2119 SANITARY SEWER LATERAL TO BLOCK B, PAD 33
2120 SANITARY SEWER LATERAL TO BLOCK B, PAD 34
CC STEVE TOPLETZ, ANDANTE
1 I-ILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R -.ec. ly Si itted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST • PH, I G.IN,
i„., <.'esvits&'epcns are ICI the exclusive use of the Client land their designated recipients on file in our office)and shall not be reproduced and/or distribu-d exce• wit express appr. :I of ALPHA The use
,f-i name&tes•res-.its mum receive our wetter approval Test results&reports apply only to the samples tested and/or observed and are not indicative of the qu- ties.f apparently i ,ntical or similar specimens
Geotechnical Engineering I. Construction Materials Testing P. Environmental Engineering F. Consulting
REPORT OF FIELD
Nik COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-891 1 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 05/01/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-128C
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
2121 05/01/01 FG-1.0 1 22.5 _ 99.5 24.6 96 96 1-A
2122 05/01/01 FG 1 22.5 99.5 24.4 96 96 1-A
2123 05/01/01 FG-4.0 1 22.5 99.5 24.2 97 97 1-A
2124 05/01/01 FG-3.0 1 22.5 99.5 23.4 96 96 1-A
2125 05/01/01 FG-2.0 1 22.5 99.5 25.4 96 96 1-A
2126 05/01/01 FG-1.0 1 22.5 99.5 23.4 96 97 1-A
2127 05/01/01 FG 1 22.5 99.5 23.8 96 96 1-A
TEST LOCATION:
2121 SANITARY SEWER LATERAL TO BLOCK B, PAD 33
2122 SANITARY SEWER LATERAL TO BLOCK B, PAD 34
2123 SANITARY SEWER LATERAL TO BLOCK B, PAD 35
2124 SANITARY SEWER LATERAL TO BLOCK B, PAD 36
2125 SANITARY SEWER LATERAL TO BLOCK B, PAD 37
2126 SANITARY SEWER LATERAL TO BLOCK B, PAD 35
2127 SANITARY SEWER LATERAL TO BLOCK B, PAD 36
CC: STEVE TOPLETZ, ANDANTE
I FILL • A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS II
/
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS j- ttted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST • P ,INC.
D,.•,,esults&'eports are tc r me exclusive use of the Client tend their designated recipients on file in our office)and shall not be reproduced and/or distrib•ed exce• with:,press appro cl of ALPHA The use
;+ ,,.• -anre&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.'ties o apparently id, tical or similar specimens
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering I: Consulting