Lakeside V2-LR 960116 (7) Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
1' E C H N O L O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Tti;. Y~0GF_~ CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJEO/NO.: 0903506037
REPORT NO.: 35552
PROJECT: Kroger DATE OF SERWCE: 12/29/95
AUTHOR~ZA~ON:
REPORT DATE: 1/16/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, Inc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY ;)cf
TEST OF: Building Pad 35461- LC. brown clayey sand * 12.0 121.5
Building Pad 35458A-Tan sand 12.0 110.5
Building Pad 35460A- Tannish brown clayey** 8.5 130.0
ME/HOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% DRY DENSIT~ MOISTURE: ± 2% opt moist
REPORT OF TESTS
FIELD OFTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (~ ~1 (Pcfl (P~ (% m~)
1, 50' North, 150' east of south
west corner building, subgrade 10.3 12.0 119.8 121.5 99
2. 125' North, 150' east of
southwest corner building,
subgrade 10.0 12.0 119.6 121.5 98
3. 125' North, 75' east of
southwest corner building,
subgrade 13.8 12.0 110.6 110.5 100
4. 40' North, 50' east of south
west corner building, subgrade 14.0 12.0 112.8 110.5 102
Report Of Tests Continued On Page 2
1007 LW ~ I .e~..ers. _ap.d reports .are. .for .t~e_.excl.us, lve u. se of_the client.to w~om they .are ad. dressed .a~.,d shall not be raprpduced except in
RJII VW~IOIA Be approvaJ or me Testing ~.Dorazory. I ne use or ourname m~Jst receive our w~r~en approva. Our letters and reports
apply only to the sample tested and/or msl3ecte~, and are not indicative cT the quantifies of apparently Identical or similar products.
THE ICROGER CO REPORT NO. 35552
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 12/29/95
REPORT OF TESTS (ConTinued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (Pcfl (% max)
5. 65' North, 40' west of south
east corner building, subgrade 6.6 8.5 126.8 130.0 98
6. 125° North & 40' west of
southeast corner building,
subgrade 9.8 8.5 123.5 130.0 95
Test results on this report meet project
specifications as noted on page 1.
ADDITIONAL COMMENTS:
* 35461- w/ gravel ** 35460A -sand w/gravel
Technician: Paul D. Butler Started: 09:00AM Stopped: ll:00AM
C.E.T.
Report Distribution: M~IM TECH..SOUTHWESTERN LABS
(1) THE KROGER CO
"(1) David Christopher, %nc.
(1) City of CoppetL ~
ArthurE%herl~ III, CET
1007 LW ~ I .~..ers. a.nd reports .are. ..fpr the .excl.us. lve .use of_the client .to whom they .are addressed ~ shall not be reproduced except In
m ivW~no~.me..approva~. ~ m.e.tesa.ng m.r)ormory., mp use m. pu.r. na.m.e m.u~ receive_our wt. ~ren appro.vql.. Our letters and reports
app y om/~o me sample ;estea ana/or mnspectea, ~na are no~ ina~ca~Jve of me quammes or apparently iaentJca~ or similar products.