Lakeside V2-LR 960108 (2) Maxim Tech.· Southwestern Labs
...... 2575 Lone Star Dr. · P.O. Box 224227
Da,as, Texas 75222
T E Cl4 N O LO(~ I E $ I NC Telephone: (214) 631.2700
FAX: (214) 920-1891
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: THF Y,_P, OGF-R CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 35460A
PROJECT: Kroger DATE OF SERVICE: 12/26/95
AUTHORIZATION: Michael Rokas
REPORT DATE: 1/08/96
SERVICES: Obtain sample of material used for construction, prepare sa~mples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: David Christopher, Inc. DATE SAMPLED: 12/26/95
TEST FOR: Subgrade material SAMPLED BY: Francisco Calvillo
MATER~AL: See additional comments SAMPLE LOCATION: Sampled from the building pad.
METHOD OF TEST: ASTM D698, Method C
ASTM D4318, Proc. A
REPORT OF TESTS
133
~ ~ : ZERO AIR VOIDS C~JRVE
~..~, : SPEC=FIC GRAVI:~YJ2.65E MAXIMUM DENSITY, PCF: 130.0
I i .... :..~....:..! ! .. : .... i i OPTIMUM MOISTURE (%): 8.5
Dry PLASTICITY INDEX: NP
Dens.
................................... E = Estimated Value
5 7 9 11 13 15 17
MOISTURE CONTENT (%)
Comments: Soil description: Tannish brown clayey sand with gravel
Technician: Jay Canafax, CET
Report Distribution: MAXIM TECH.eSOUTHWESTERN LABS
(1) THE KROGER CO
(1) David Christopher, Inc. ~ ~
(1) City of Coppe[[
, CET
1006 MDR Our I .e[t..ers and reports .are for the exclusive use ofthe client to whom they are addressed and sba not be reproduced except In
full .wffnout the approval of the testln~ laboratory, ine use of ourname must receve our wt. itten approval. Ou.r letters and reports
apply only to the sample tested and/St inspecteU, and are not indicative of the quantities OT apparently identlcm of similar pro,lucre.