Lakeside V2-LR 960206 (2) Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
T E C H N O L O G I E S I N C FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: THE KROGER CO
ArCh: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36505
PROJECT: Kroger DATE OF SERVICE: 1/23/96
AUTHORIZAllON:
REPORT DATE: 2/06/96
SERVICES: Perform in-place density and moisture content tests to determine the de§ree
of field compaction.
PROJECT DATA MOISTURE~ENSFTY RELAI~ONS
CONTRACTOR: David Christopher, Inc. OP~MUM MAXIMUM
MATERIALS MOISllJRE % DENSITY ocf
TEST OF: Building Pad 36371A-Reddish bro~ silty 13.5 116.5
sandy clay w/iron ore fragment
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICA33ON
MOISTURE: ASTM D3017 DENSFrY: 95% DRY DENSITY MOISTURE: + 2% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSFFY DENSFP( DENSFFY
NO LOCATION (%) (%) (Pcf) (Pc'f) (% max)
1. 30' South & 20' ~esC of the
northeast corner, 3rd lift 14.5 13.5 111.0 116.5 95
2 30' South & 20' west of the
- ~6r%--~as't-d0{der-; -4Eh~E-'- .... lZ~.-2: ': -----13 ;5 -- -~--ttO 26-- --~16 .--~=~-: -' 95 - - -
3. 75' South & 20' west of the
" northeast corner, 3rd lift 13.8 13.5 114.3 116.5 98
4. 75' South & 20' west of the
northeast corner, 4th lift 15.1 13.5 112.7 116.5 97
Report Of Tests Continued On Page 2
1007 LW Our letters and repons are fl3r ~e .ex .ck~Ne. use of_~e ~ .to v~om ~ey .are ad. dressed .ag..d sha~ not be rePro.d, uced ~c~t ~.
full .wffi~qut.tha.spprovM, ~ ~e.tesa..ng .~ooratgry, lr~. use o! .ourna.m.e m~..~ recewe..gur .wr~en apR.ro.~.. ~ let~efs..ano reRon, s
apply only ~o me sample Testeo anQ/or inspecteo, eno are no~ incxcaove OT ~ne quarnmes OT apparermy IQetl~C~ Or $1mlmr prooucTs.
/'TIE KROGER CO REPORT NO. 36505
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/23/96
REPORT OF TESTS ccmti.~d)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON {%1 (%} (P~ (P~ (% m~)
5. 65' South & 55' west of the
northeast corner, 3rd lift 13.1 13.5 111.8 116.5 96
6. 65' South & 55' west of the
northest corner, 4th lift 12.9 13.5 111.3 116.5 96
7. 25' South & 65' west of the
northeast corner, 3rd lift 13.2 13.5 114.5 116.5 98
8. 25' South & 65' west of the
northeast corner, 4th lift 12.4 13.5 114.7 116.5 98
9. Dock Area, 2nd lift 12.5 13.5 112.6 116.5 97
10. Dock Area, 4th lift 13.0 13.5 113.0 116.5 97
11. 30' South & 40' east of the
northwest corner, 3rd lift 14.4 13.5 113.3 116.5 97
12. 30' South & 40' east of the
northwest corner, 4th lift 13.7 13.5 110.6 116.5 95
13. 35' North & 40' east of the
southwest corner, 3rd lift 13.8 13.5 111.7 116.5 96
14. 35' North & 40' east of the
southwest corner, 4th lift 14.2 13.5 112.6 116.5 97
15. Retest of Test ~1 on 10/22
report ~36454 13.6 13.5 113.2 116.5 97
Test results on this report meet project
specifications as noted on pa§e 1.
Technician: Paul D. Butler Started: 08:00A[V[ Stopped: 10: 30AM
C.E.T.
Report Distribution: MAXIM TECH.e6OUTHWESTERN LABS
(1) THE KEOGER CO
(1) David Chri,topher, [nc. ~__~,~
(1) City of CoppeL[
Arthur ktherly zlI, CET
1007 LW Our lettem and reports are for the .excl.uslve .use of_the client.to whom they .are ad. dressed .ap..d shah not .berepr.o_duced e~c. ept In~
full .without the_approve.. ~ ~e .tesa.n9 .mDoratq~y; in9 use oT. p ..ucna.rp.e ml)s..T recelv~....our L~gten ap~o.v~L~ ..UU~. leT[ .re'si.aha
apply only to trle ~ample testea analor inspectea, ~1o ~re nOT inalcaT]ve OTTITe qtJammes OT apperemly laermcaJ or sim &mp ooucT$.