Town Center L4B1-LR011004 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
220~ Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR GROUP DATE 10/04/01
DAL
PROJECT COPPELL TOWN CENTER 01612-26
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
33 10/04/01 FG I 15.5 101 19.1 96 95 1-A
34 10/04/01 FG 1 15.5 101 17.4 99 98 1-A
35 10/04/01 FG 1 15.5 101 18.0 97 96 1-A
36 , 10104/01 FG 1 15.5 101 16.1 99 98 1-A
37 10/04/01 FG 1 15.5 101 17.5 98 97 1-A
38 10/04/01 FG 1 15.5 101 18.0 97 96 1 -A
TEST LOCATION:
33 RETAINING WALL #1 AT 65' SOUTH AND 10' EAST FROM SOUTHEAST CORNER OF BUILDING
34 RETAINING WALL #1 AT 12' WEST AND 65' SOUTH FROM SOUTHWEST CORNER OF BUILDING
35 RETAINING WALL #2 AT 71' SOUTH AND 20' EAST FROM SOUTHWEST CORNER OF BUILDING
36 RETAINING WALL #2 AT 71' SOUTH AND 35' WEST FROM SOUTHWEST CORNER OF BUILDING
37 ,WEST.PARKING AREA AT 48' WEST AND 24' SOUTH FROM SOUTHWEST CORNER OF BUILDING
38 SOUTH PARKING AREA AT 30' SOUTH AND 50' EAST FROM SOUTHWEST CORNER OF BUILDING
CC: LARRYDAVES, CITY OF COPPELL - LEESTONE, CITY OF COPPELL //~ ~-~ /
2. NA~AL SU~RA~ B. PERCE~ ~MPA~ ~ES NOT COMPLY Wl~ SPECIFICATI~S /~1N ~
3. LIME STalL.ED Cm ~R~ IN ~CE MOIS~RE ~ES ~T COMFY WI~ SPECIFICATI~S //// ~[~
4. ~ME~ mEA~D D. R~ST ~AL~~, I
~r ~ ~ & ~ am ~ ~e e~lu~ u~ ~ ~e Cl~nt (a~ ~k ~na~ r~ ~ ~e m ~r ~] and ~all n~ ~ mpr~u~ an~ a~~ ~ ~~ ~u~
~ ~r .. & ~ ~ mu~ r.e. our ~en appel. T~ r.u~ & r~ apply ~ly t0 ~e ~mp. ~. an~0r 0~, and are n~ ~d~ ~ ~ ~.~ ~e~l or s. llar ,~.e~.
Geotechnical Engineedng ~ Const~ction Matedals Testing ~ Environmental Engineedng ~ Consulting