Townhouses-LR010321 REPOhf 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 03/21/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-111
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
1835 03/21/01 FG-5.0 4 20.1 101.9 22.0 101 99 1-A
1836 03/21/01 FG-4.0 4 20.1 101.9 21.1 102 100 1-A
1837 03/21/01 FG-5.0 4 20.1 101.9 22.3 101 99 1-A
1838 03/21/01 FG-4.0 2 19.0 100.4 20.0 97 96 1-A
TEST LOCATION:
1835 SMIIIARY.SEWER.LINE F AT STATION#5+00
1836 S*NITARY`SEWER LINE.F AT STATION#5+10
1837 TANITARYStWiFfEENE FAT STATION#6+05
1838 MI4ITARY SE;tNIE`R CI .tt=4? ATION-#6+10
CC: STEVE TOPLETZ,ANDANTE / /j
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS I
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS - .pec• Ily Su fitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
'.ALP . I G,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 diet'•uted e ept h express appro I of ALPHA. 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•ualit s of apparently id tical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting