Lakeside V2-LR 960115 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
CEENT: TH~. Y~OC~ CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 35695
PROJECT: Kroger DATE OF SERVICE: 1/04/96
AUTHORIZATION:
REPORT DATE: 1/15/96
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 % DENSrTY ocf
TEST OF: Building Pad 35458A- Tan Sand 12.0 110.5
Building Pad 35461-Lt. brown clayey sand* 12.0 121.5
Building Pad 35460A-Tannish brown clayey ** 8.5 130.0
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% DRY DENSITY MOISTURE: __. 2% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION
1. 65' West and centerltne of
building, first lift 12.0 12.0 111.4 110.5 101
2. 90' West and centerltne of
building, 2nd lift 11.0 12.0 119.8 121.5 99
3. 160' West and centerline of
building, 1st lift 14.0 12.0 111.1 110.5 101
4. 165' West and centerline of
building, 2nd lift 13.9 12.0 115.6 121.5 95
Report Of Tests Continued On Page 2
1007 LW ~ lett~ers..a~d reports .are. f..or ~e .excl.us. lve u. se of_the client .to whom they are ad. dressed .m~.~d shall not be reproduced except In
nj, .wm~.m rap. apl=roves m me ~esang moormory, i ne use oz oumame must rece,ve our wmzen approval. Oui' lettem and re.ports
apply omy to me sample tested and/or Inspecte~J. and are not InOicatJve of the quantities of al~pared*Jy IdenflcaJ or similar pro~Jucts.
THE KROGE~ CO REPORT NO. 35695
PROJECT NO. 0903506037 PAGE 2
D;.TE OF SERVICE: 1/04/96
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON {%) (%) (P~ (P~ ~ m~
5. 65' East and centerline of
building, 2nd lift 11.3 12.0 116.2 121.5 96
6. 30' East and centerltne of
building, 1st lift 10.5 12.0 121.8 121.5 100
7. 65' East and 35' north of
southwest corner building,
2nd lift 10.9 12.0 117.7 121.5 97
8. 100' West and 35' north of
southeast corner building,
2nd lift 12.5 12.0 116.2 121.5 96
9. 40' West and 20' north of
southeast corner building,
2nd lift 8.8 8.5 127.7 130.0 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: 09:30AM Stopped: ll:30A~
C.E.T.
Report Distribution: MAXIM TECH.~OUTHWESTERN LABS
(1) THE I(RO6ER CO
(1) David Chr~steld~er, Inc.
(1) City of CoppeL[
Arthur Etherly III, CE1'
1007 LW .Oqr_ letters and reports are for the.exclusive use of_the client .to whom they are addressed .ap..d shad not be reproduced except n
/ull .w~ .out_t~e_approv~. of. ~ .tesa.n.g I~ooratqry. ;ne use m .ou,.ma.rp.e must receive, our .win'ten approveJ. Our lettem and reports
ap~y omy To me sample res~ea ana/or Inepectei:l. and are not ma4caave of the quammes or apparermy Identical or similar products.