Lakeside V2-LR 960116 (3) Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
?; C H N O I. O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: TI-I~. KROCF, R CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
R£PORT NO.: 35988
PROJECT: Kroger DATE OF SERVICE: 1/11/96
AUTHORIZATION:
REPORT DATE: 1/16/96
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: David Christopher, Inc. DATE SAMPLED: 1/11/96
TEST FOR: Proposed select fill SAMPLED BY: Paul D. Butler
MATER~L: See additional comments SAMPLE LOCATION: See additional comments
METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Proc. A
REPORT OF TESTS
138
i ~ ~ I ZERO AIR VOIDS CIJRVE
: ; SPECIFIC GRAVr~' 2.65~' MAXIMUM DENSITY, PCF: 128.0
134 .....~ .... i ..... I" 'i ......... i-'-'~' i ........... ~ .... i --i ............ ! ....... ~ ....... i ..................... OPTIMUM MOISTURE (%): 9.0
130 ; , : ; · i - ; - REQUIREMENTS
Dry ; !i i i i ~ ; i! ii i i LIQUID LIMIT: 17
Dens.
(pcf) 126 . PLASTIC LIMIT: 15
PLASTICITY INDEX: 2*
122
E m Estimated Value
An asterisk (*) appears next to
4 6 8 10 12 14 16 test results which do NOT meet
the project specifications as
MOISTURE CONTENT ~A) noted above.
Report Of T~sts Continued On Page 2
1006MDR ~r.~l~ ~r_e_p_o_[t~._.ar_e, f.?r .~_e..ex~. Lslve u. se of_the c,em.to whom they .are ad. dressed a.o.d shall not .be reproduced except In
.~U~l~,~,~.u.~._u,%_ap_pro__v~. O.T m._e~esa~n.9 ~Dormgry.. mA. use CT pu.r. na.m.e mvsz receive our vwm~en approvm, cMJr letters anti reports
v~y u ). ~u m~ ~mp~e [es[ea ana/or inspec~ea, aha are not {nalcaave o~ ~e quantities of apparedfly IdenflcaJ or similar products.
THE KROGER CO REPORT NO. 35988
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/11/96
REPORT OF TESTS
ADDITIONAL COMMENTS:
Soil description: Tannish brown silty, clayey sand with gravel
Sample location: Sample 250 feet south center of building, one foot below
grade.
Technician: Jason B. Allen
Technic tan
Report Distribution: MAXI~ TECH.~OUTHWESTERN LABS
(1) T,E KROGER CO / I //
(1) David Christopher, [nc.
(1) City of Coppe[[
ZII, C~:r
1006 MDR Our letters and reports are for .l~e .exclyslve u. se of_the client .to whom they .are ~.~reseed ~ shall not ,be _reprpd_uced ~cept In.
full wi~o, ut the alJpro~), of. l~.e.~ese.n.g~morato~ry, in.e use ~, .outna..m.e m~s.! recen~_..our wT. ~[en app..ro.v~..,uuf ~ezzer, s,,ana re, on)
aqJiJly Dray to the sample tesze(] an(]/or inspeme(], an(] are n(~ inolcal:lve OT~le quano~e$ OT apiJarenay i(]enac~ or similar pro(Juc~$,