Townhouses-LR010720 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 07/20/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO 00430-172A
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
2178 07/20/01 FG 4 20.1 101.9 23.0 97 95 1-A
2179 07/20/01 FG 4 20.1 101.9 22.0 98 96 1-A
2180 07/20/01 FG 4 20.1 101.9 21.6 99 97 1-A
TEST LOCATION: RETAINING WALL
2178 7' E AND 12' N FROM SE CORNER OF BLOCK A, PAD 30
2179 7' E AND 12' N FROM SE CORNER OF BLOCK A, PAD 28
2180 7' E AND 12' N FROM SE CORNER OF BLOCK A, PAD 29
CC STEVE TOPLTEZ, ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
FILL 'A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ubmitted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST tTESTIN •
".ur 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 distributed except with• , • a.•roval• ' ' A The use
:f our name 8 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 qualities of apparently identical or similar specimens
Geotechnical Engineering t., Construction Materials Testing Pr Environmental Engineering P. Consulting
REPORT OF FIELD
1/N16i 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 07/20/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-172
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
2171 07/20/01 FG-3.0 4 20.1 101.9 21.8 99 97 1-A
2172 07/20/01 FG-2.5 4 20.1 101.9 21.2 100 99 1-A
2173 07/20/01 FG-2.0 4 20.1 101.9 23.6 97 95 1-A
2174 07/20/01 FG-1.5 4 20.1 101.9 20.7 102 100 1-A
2175 07/20/01 FG-1.0 4 20.1 101.9 22.4 100 98 1-A
2176 07/20/01 FG-0.5 4 20.1 101.9 21.7 101 99 1-A
2177 07/20/01 FG 4 20.1 101.9 21.7 101 99 1-A
TEST LOCATION: RETAINING WALL
2171 12' S AND 10' E FROM NE CORNER OF BLOCK A, PAD 29
2172 12' S AND 10' E FROM NE CORNER OF BLOCK A, PAD 30
2173 12' S AND 10' E FROM NE CORNER OF BLOCK A, PAD 27
2174 12' N AND 10' E FROM SE CORNER OF BLOCK A, PAD 28
2175 12' N AND 10' E FROM SE CORNER OF BLOCK A, PAD 30
2176 12' N AND 10' E FROM SE CORNER OF BLOCK A, PAD 29
2177 10' N AND 8' E FROM SE CORNER OF BLOCK A, PAD 27
CC STEVE TOPLTEZ, ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS =..- 'ully Submitted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALPHA TESTING,INC
,ur test'esults&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 excep ' - __•oval f ALPHA. he use
- ow 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 qualities of apparently identical or similar specimens
Geotechnical Engineering 1 Construction Materials Testing 'r Environmental Engineering P. Consulting