ST0102-LR021226Ro gineers
', ~ Dallas, Texas 75247-4510
(214) 63{I-9745
{214) 630-9819 (fax)
MOISTURE DENSITY RELATIONS
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Services:
Report No.: 166818
Project No.: 027176
Date of Service: 12/19/2002
Report Date: 12/26/2002
Obtain a sample of material from the jobsitc, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRAC1 OR: Tiseo Paving
TEST EOR: General Fill
MATERIAE: Dark Brown Clay
CLASSIFICATION: General Fill
TEST METIIOD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: ! 2/19/2002
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Joe Jemigan
SAMPEE LOCATION: West end of Ruby Rd.
REPORT OF TEST
MAXIMUM DRY DENSITY, pek 98.5
OPTIMUM MOISTURE CONTENT, %:
IAQUID EIMIT: 59
PEASTIC LIMIT: 20
PLASTICITY INDEX: 39
21.5
Dry
Densiiy
(pcO
MOISTURE DENSITY RELATIONS
103
99
17 19 21 23 25 27 29
MOISTURE CONTENT (%)
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(I) Wright Construction Company
//~R0~ne Engineers, Inc.
/f~'/' /// "- John Moody
,~' Project Manager
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