RC Townhomes-LR050224 ACTEC
~EERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817 284-7755· Fax: 817-589 1420
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT:
J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
PROJECT: RIVERCHASE TOWNHOMES ADDITIONS
COPPELL
PAGE 1 OF 1
PROJECT NO.: 9023912
REPORT NO.: 501131
DATE OF SERVICE: 2/22/2005
AUTHORIZATION:
REPORT DATE: 2/24/2005
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
PROJECT DATA
CONTRACTOR: I/NDERGROUND L~ILITIES
DATE SAMPLED: 2/22/2005
SAMPLED BY: Randy Wentzter, CET.
TEST FOR: LIME TRT'D SUBGRADE
SAMPLE LOCATION: BETHEL SCHOOL ROAD@STA 3+00
TEST DATE: 2/24/2005
MATERIAL: LIME TRT'D BROWN CLAY
CLASSIFICATION:
MATERIAL PREPARATION METHOD: Moist
RAMMER TYPE: Mechanical
METHOD OF TEST: .A. STM D698, Method A
ASTM D4318, Method A
DRY
DENS.
(pcf)
11.~
115
111
107
REPORT OF TESTS
ZERO AIR VOIDS CURVE
SPECIFIC GRAVITY 265E
MAXIMUM DENSITY, PCF: ~
OPTIMUM MOISTURE (%):
LIQUID LIMIT: 34
PLASTIC LIMIT: 2 7
PLASTICITY INDEX: 7
E = Estimated Value
103 :
MOISTURE CONTENT (%)
Technician: Morgan Fine, Jr., CET.
Field Services Mgr.
Report Distribution:
(i} JR. ROSS DEVELOPMENT
(1) CITY OF COPPELL ENGINEERING DP
I1 ) MARGARET GOFFITOWNHOMES ALLEN
Tim Begol~, CET.
Our tatters and reports are for the exclusive use of the cJient to whom they are addressed and shaJJ no be reproduced exce n
fuI} without the approval of the testing laboratory The use of our name must receive our wdtten approval. Our le ers an~P apo s
1006 apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or similar products.