Townhouses-LR020212 REPORT OF FIELD
Nh, 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 02/12/02
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-184
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
2253 02/12/02 SG 7 23.0 98 24.2 96 98 2-A
2254 02/12/02 FG-5.0 7 23.0 98 23.9 95 97 1-A
2255 02/12/02 FG-4.5 7 23.0 98 23.9 96 98 1-A
2256 02/12/02 FG-4.0 7 23.0 98 23.1 96 98 1-A
2257 02/12/02 FG-3.5 • 7 23.0 98 26.2 93 95 1-A
2258 02/12/02 FG-3.0 7 23.0 98 24.0 95 97 1-A
2259 _ 02/12/02 FG-2.5 7 23.0 98 24.0 95 97 1-A
TEST LOCATION:
2253 BLOCK A, PAD#34, 10' NORTH &30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
2254 BLOCK A, PAD#34, 10' NORTH &30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
2255 BLOCK A, PAD#34, 10' NORTH &30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
2256 BLOCK A, PAD#34, 10' NORTH &30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE •
2257 BLOCK A, PAD#34, 10' NORTH &30'EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
2258 BLOCK A, PAD#34, 10' NORTH & 30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
2259 BLOCK A, PAD#34, 10' NORTH & 30' EAST FROM SOUTHWEST CORNER OF PAD TESTED ON SLOPE
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 ••c ./y S .•/ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST • PH•/ " IN ,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 distribut,.except th• press approval. •LPHA. The use
of our name 8 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 quali•s of apparently identi,I or similar specimens.
Geotechnical Engineering fb Construction Materials Testing Pi Environmental Engineering lb 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 02/12/02
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-184A
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
2260 02/12/02 FG-2.0 7 23.0 98 23.4 96 98 1-A
2261 02/12/02 FG-1.5 7 23.0 98 24.9 95 97 1-A
2262 02/12/02 FG-1.0 7 23.0 98 25.3 94 96 1-A
•
2263 02/12/02 FG-0.5 7 23.0 98 23.8 95 97 1-A
2264 02/12/02 FG 7 23.0 98 23.9 96 98 1-A
2265 02/12/02 SG 7 23.0 98 24.3 95 97 2-A
2266 02/12/02 FG-6.0 7 23.0 98 24.4 95 97 1-A
TEST LOCATION:
2260 BLOCK A, PAD#34, 20'NORTH & 30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2261 BLOCK A, PAD#34, 20' NORTH & 30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2262 BLOCK A, PAD#34, 20'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2263 BLOCK A, PAD#34, 20'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2264 BLOCK A, PAD#34, 20'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2265 BLOCK A, PAD#39, 10'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2266 BLOCK A, PAD#39, 10'NORTH & 30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
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,,•ac r•• y S b;�''ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST •LPH• ES e N .
Our test results&reports are for the exclusiJe use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distribut_•except wi _x• 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 qualitie'of ap"rently idenli . or similar specimens.
Geotechnical Engineering fb Construction Materials Testing /2/ Environmental Engineering fb 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 02/12/02
DALLAS, TEXAS
•
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-184B
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
2267 02/12/02 FG-5.5 7 23.0 98 23.8 96 98 1-A
2268 02/12/02 FG-5.0 7 23.0 98 25.1 95 97 1-A
•
TEST LOCATION:
2267 BLOCK A, PAD#39, 10'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
2268 BLOCK A, PAD#39, 10'NORTH &30' EAST FROM SOUTHEAST CORNER OF PAD TESTED ON SLOPE
•
•
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 spe• Ily S • ttted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST •LP A E" 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 distribut •exce• th• press 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 qua =s of.pparently iden,«I or similar specimens.
Geotecchnical Engineering lb Construction Materials Testing Pi Environmental Engineering Pi Consulting