Coppell/121 Off Pk-LR040721~ + ACTEC
ENGINEERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-284-7755• Fax: 817-589-1420
REPORT OF
MOI5TLJRE-DENSITY RELATIONS
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY PAGE 1 OF 1
SUITE 200
GRAPEVINE, TX 76051 PROJECTNO.: 9023747
REPORT NO.: 4 0 4 9 9 5
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7 / 15 / 2 0 04
AUTHORIZATION:
REPORT DATE: 7/ 21 / 2 0 0 4
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: SALYER AND ASSOCIATES TEST DATE: 7/21/2004
DATE SAMPLED: 7/15/2004 MATERIAL: REDDISH BROWN SANDY CLAY
SAMPLED BY: Scott Jaeger CLASSIFICATION:
TEST FOR: ON SITE FILL MATERIAL PREPARATION METHODi~lo i s t
SAMPLE LOCATION: RAMMER TYPE: Mechanical
METHOD OF TEST: ASTM D6 9 S , Method A
REPORT OF TESTS
lzs
121
ZERO AIR VOIDS CURVE
SPECIFIC GRAVITY 2.65E
117
DRY
DENS.
(pct) 113
109
9 11 13 15 17 19 Z1
MOISTURE CONTENT (%)
Technician: Clay Self , CET .
MAXIMUM DENSITY, PCF: 116. 0
OPTIMUM MOISTURE (°lo): 14 . 0
LIQUID LIMIT: 2 9
PLASTIC LIMIT: 18
PLASTICITY INDEX: 11
E = Estimated Value
Laboratory Services Mgr.
Report Distribution: '
p) SALYER AND ASSOCIATES M ~' EC
r q CITY OF COPPELL
Tim Begole, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall tat be reproduced except in
full without [he approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports
t00(, apply only to the sample tested and/or inspected, and are mt indicative of the quantities of apparently Identical or similar products.