Town Center L4B1-LR010803ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do/los, Texas 7,5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-80__23
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CONSTRUCTION MANAGEMENT GROUP DATE 03-Aug-01
DALLAS, TEXAS
PROJECT
COPPELL TOWN CENTER
COPPELL, TEXAS
OUR REPORT NO.
01612-4
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,I NUMBER MOIS"TURE DRY DENSITY MOISTURE DRY DENSnY COUPACT~N COMMENT*
96 PCF % PCF
3 3-Au9 SG I 15.5 101 16.9 97 96 1-A
4 3-Aug SG 1 15.5 101 17.1 97 96 1-A
5 3-Aug FG-1.0 1 15.5 101 18.0 97 96 1-A
6 3-Aug FG-1.0 1 15.5 101 16.1 98 97 1 -A
TEST LOCATION: BUILDING PAD
25' S. & 25' E. FROM THE N.W. CORNER OF BLDG.
25' N. & 25' E. FROM THE S.W. CORNER OF BLDG.
25' S. & 25' E. FROM THE N.W. CORNER OF BLDG.
!25' N. & 25' E. FROM THE S.W. CORNER OF BLDG.
CC: Constr. Mngt. Group; Jeff Miller, City of Coppell; Larry Daves, Lee Stone
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~oe~fully Submn'tecl ) /
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLYWITH SPECIFICATIONS / ........... /J
Our test re~Jlts & repol~ are for the exclusive use of the Client (and their de~gnated recipients en file in our office) and shall not be reproduced and/or dlstHblfa~l~llJ~ppro~l of ALP~ The use
of our name & test results must receive our written approval. Test ~ulta & reports apply only to the samples tested and/or obse~ed, and am not indicative of th~ilJse of aPi~~__.~m~ar specimens.
Geotechnical Engineering /~ Construction Materials Testing/~ Environmental Engineering/~ Consulting