Lakeside V2-LR 960213 Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: THF. Y,_ROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROOEGT NO.: 0903506037
REPORT NO.: 37085A
PROJECT: Kroger f~448 DATE OF SERVICE: 2/06/96
AUTHORIZATION:
Coppell Tx. REPORT DATE: 2/13/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, Thc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY Dcf
TEST OF: Building Pad 36653-Reddish clayey sand 13.0 117.5
Building Pad 35461-Lt. bwn clayey sand * 12.0 121.5
Building Pad 35460A-Tannish bwn clayey ** 8.5 130.0
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: AS'[~ D3017 DENSITY: 95Z DRY DF. NSIT~ MOISTURE:_ 2Z opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcfl (Pcfl (% max)
1. 30' South & 30' wet of the
northeast corner of bldg.
first lift (Retest of
report ~36962) 12.9 13.0 115.5 117.5 98
2. 30' South & 125' west of the
northeast corner of bldg.
first lift (Retest of
report {~36962) 12.0 12.0 120.4 121.5 99
Report Of Tests Continued On Page 2
1007 LW Our le.~er5, a.nd relJorts .are for the exclusive use of_the client .to whom they are addressed and shat not be reproduced except n
full wttnou~ ~ne approva~ of the testln<~ laboratory Ine use OT ourname must receve our wrtten ao~rova. Our etters and reports
al~ply only to the sample tested and/Or Inspected, and are not !nclicative of tile quantities of apparently ,dentlcal or similar products.
THE [4~OGER CO REPORT NO. 37085A
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 2/06/96
REPORT OF TESTS (conti~)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON ~%) {%) ~p~ CP~ (% m~)
3, 30' South & 75' east of the
northwest corner of bldg.
first lift, (Retest of ~3
report #36962) 10.0 8.5 128.3 130.0 99
4. 60' South & 30' west of the
northeast corner of bldg.
first lift 14.6 13.0 112.7 117.5 96
5. 60' South & 125' west of the
northeast corner of bldg.
first lift 12.6 13.0 113.4 117.5 97
6. 60' south & 75' east of the
northwest corner of bldg.
first lift 11.9 13.0 111.8 117.5 95
7. 20' South & 50' west of the
northeast corner of bldg.
second lift 11.6 13.0 111.7 117.5 95
8. 20' South & 100' west of the
northeast corner of bldg.
second lift 14.0 13.0 112.8 117.5 96
9. 20' South & 50' east of the
northwest corner of bldg.
second lift 14.3 13.0 111.7 117.5 95
10. 50' South & 20' west of the
northeast corner of bldg.
second lift 11.7 12.0 116.8 121.5 96
11. 50' South & 140' west of the
northeast corner of bldg.
second lift 15.0 13.0 114.1 117.5 97
12. 50' South & 65' east of the
northwest corner of bldg.
second lift 14.6 13.0 113.8 117.5 97
13. Dock area, first lift 14.1 13.0 115.2 117.5 98
Report Of Tests Continued On Page 3
1007 LW Our letters and reports are for the exclusive use of the client to whom they are adclressed and shall not be reproduced except in
apply only to tile sample ~esteo and/or inspecteo, ano are nor ~uu~c~..vu u. ,.= q~.=,.~.~.== v. ~.w- ~ · - '
THE KROGER CO REPORT NO. 37085A
PROJECT NO. 0903506037 PAGE 3
DATE OF SERVICE: 2/06/96
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
14. Dock area, second lift 14.0 13.0 115.4 117.5 98
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: 03:00PM Stopped: 04:30PM
C.E.T.
Report Distribution:
(1) THE KROGER CO MAXIM TECH.eSOUTHWESTERN LABS
(1) City of Coppel[
ly III, CET
1007 LW .Our let)ers and reports .are for the excl.usve use oft._the c ent.to whom they are addressecl and shall not be reproduced except in
/ull .w~tho. ut the_approval of the testing laboratory, i ne use oT oumame must receive our written approval. Our letters and rel3orts
apply only to the sample tested and/or inspectei:l, and are not indicative of the quantities of apparently identical or similar products.