Townhouses-LR010709 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 07/09/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-169
COPPELL,TEXAS
TEST DATA: RAISED ELEVATION ON THESE PADS
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
2136 07/09/01 FG+ 9 15.5 111 19.4 106 96 1-A
2137 07/09/01 FG+ 9 15.5 111 19.4 109 98 1-A
2138 07/09/01 FG+ 9 15.5 111 17.3 109 98 1-A
2139 07/09/01 FG+ 9 15.5 111 19.0 106 96 1-A
2140 07/09/01 FG+ 9 15.5 111 17.9 107 96 1-A
2141 07/09/01 FG+ 9 15.5 111 17.7 107 96 1-A
2142 07/09/01 FG+ 9 15.5 111 18.6 107 97 1-A
TEST LOCATION:
2136 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#2
2137 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#3
2138 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#4
2139 12' EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#5
2140 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#6
2141 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#7
2142 12'EAST AND 50'SOUTH FROM NORTHWEST CORNER OF BLOCK A, PAD#65
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL /
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,-.-. Ily S y ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS I
4. CEMENT TREATED D. RETEST •LP • # NG,INC.
Our test results&reports are for the exclusive use of the Client(and thek designated recipients on file In our office)and shall not be reproduced and/or d', -uted-cept express app. -I 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'••s of apparently -entical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I 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 07/09/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-169A
COPPELL,TEXAS
TEST DATA: RAISED ELEVATION ON THESE PADS
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
2143 07/09/01 FG+ 9 15.5 111 19.3 106 96 1-A
2144 07/09/01 FG+ 9 15.5 111 19.3 107 96 1-A
2145 07/09/01 FG+ 9 15.5 111 18.3 107 96 1-A
2146 07/09/01 FG+ 9 15.5 111 19.3 106 95 1-A
2147 07/09/01 FG+ 9 15.5 111 19.5 106 95 1-A
2148 07/09/01 FG+ 9 15.5 111 19.5 106 96 1-A
2149 07/09/01 FG+ 9 15.5 111 19.1 106 95 1-A
TEST LOCATION: .
2143 12'WEST AND 50' NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#64
2144 12'WEST AND 50' NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#63
2145 12'WEST AND 50'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#62
2146 12'WEST AND 50' NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#61
2147 12'WEST AND 50' NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#59
2148 12'WEST AND 50'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#58
2149 12'WEST AND 50' NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#57
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
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 . itted
tted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPH, =T G,IN .
Our test results&reports are for the exclusive use of the Client(and the designated recipients on file In our office)and shall not be reproduced and/or d':.'r uted e,.-pt . express a proval 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 al' of apparen. identical or simXar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting