Lakeside V2-LR 960206 (3) Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Tex~s 75222
T 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: TH;. Y~OGF_~ CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36195A
PROJECT: Kroger DATE OF SERVICE: 1/16/96
AUTHORIZATION:
REPORT DATE: 2/06/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSFFY RELA~qONS
CONTRACTOR: David Christopher, Inc. OP'RMUM MAXIMUM
MATERIALS MOISTURE % DENSFFY pcf
TEST OF: Building Pad 35987-Brown tan silty clayey* 11.0 123.0
Building Pad 35986-Yellowish brown silty** 10.0 120.5
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: AS~M D3017 DENSITY: 95% DRY DENSI~ MOISTURE: ± 2% opt: moist
REPORT OF TESTS
FIELD OFTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSrrY
NO LOCATION PAl (%1 (Pcfl (Pc~ (% max}
l. 45' West 25' North of south "
ast building pgd corner,
irst quarter, bth lift 12.1 11.0 119.9 123.0 97
~=--~. '-'z~O' ~es~,- Ig'=/~orth ~f--s-duth--~ ..........
east building pad corner,
first quarter, 7th lift 11.7 11.0 122.8 123.0 100
3. 25' North, 110' west of south
east building pad corner,
first quarter, 7th lift 12.4 11.0 121.6 123.0 99
Report Of Tests Continued On Page 2
1007 LW Our letters and reports are for the excl.u$1v~ use of_ffie cJlent .to whom they are ad. dressed .m~..d sh~dl not be reproduced except In
full .wlthqut.the.approve~. of ~e .testig..g .moorat.ory.. i n.e use o! . .oucna..m.e mg.~ recelve...our wt. r~en ap.pl..ovaL. ,Our lette.rs .and rep. ort. s
apply oedy 7o me sampm tes~ea arm/or ~nspec~ea, aha are nm ~nmcaave orme quammes or epparermy ~oermcm or slmiw proaucm.
THE KROGF.._R CO REPORT NO. 36195A
PROJECT NO. 0903506037 PAGE 2
DATE OFSER~CE: 1/16/96
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON ~1 ~1 (P~ ~P~ ~ m~)
4. 115' West, 20' north of south
~ast building pgd corner
tirst quarter, 6th lift 10.9 11.0 120.8 123.0 98
5. 40' East, 25' north of south
west building pad corner
first quarter, 6th lift 11.3 11.0 121.8 123.0 99
6. 35' East, 25' north of south
west building pad corner
first quarter, 7th lift 12.1 11.0 121.2 123.0 99
7. 40' East, 35' south of north
west building pad corner
second quarter, 7th lift 10.5 11.0 122.7 123.0 100
8. 200' East, 25' south of north
west building pad corner
second quarter, 7th lift 10.6 11.0 119.8 123.0 97
9. 30' West, 50' north of south
east building pad corner
second quarter, 7th lift 11.6 11.0 122.4 123.0 100
10. RCP Line north end middle
1st lift 10.5 11.0 118.7 123.0 97
11. Private property plastic
storm drain, northwest corner
1st lift 11.2 10.0 115.8 120.5 96
Test results on this report meet project
specifications as noted on page 1.
. _ ----- r -- -- _ -----_ -. ............... '--~ --~ ~ --- ' ....... ~-' :' ~-'-~ f-~'- ~ ...... _ -
AODmONAL COMMENTS:
* 35987- sand w/gravel ** 35986- sandy clay w/organics
Techniciarl: James Gray Started: 08:00~ Stopped: ll:30AM
CME Technician
Report Distribution: MAXIM TECH.~SOUTHWESTERN LABS
(1) THE ICROGER CO
(1, David Christopher, Inc. ~ ~=~
(1) City of co, peLt
Arthur therly Ii~, CET
1007 LW Our letters and reports are for the exclusive use of_the client .to whom they are ad. dressed .a~.d shall not .be _reproduced e~.capt In
full .wlthqut.the. approv~, of the tesflnglaporatory., in.e use ~ p ..u[na.m.e m~Js.t recelv~...pur .written app.ro.vap..uu.r letters .ano re ,Ro~$
apply onty to me sample tested and/Or Inspectea, arm are not mmcatlve Ot me quent~tle$ OT apparermy ioenacai or similar proauc~s.