Coppell/121 Off Pk-LR040514~' ~ ~ 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
MOISTURE-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 3 3 8 2
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 5 / 11 / 2 0 04
AUTHORIZATION:
REPORT DATE: 5/ 14 / 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 & AS S OC . TEST DATE: 5 / 14 / 2 0 0 4
DATE SAMPLED: 5 / 11 / 2 0 04 MATERIAL: REDDISH BROWN SANDY CLAY
SAMPLED BY: Scott Jaeger CLASSIFICATION:
TEST FOR: SITE MATERIAL MATERIAL PREPARATION METHODMoist
SAMPLE LOCATION: SEWERLINE EAST SIDE OF PROJECT RAMMER TYPE: Mechanical
HWY. 121 BUSINESS PARK METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Method A
REPORT OF TESTS
126
122
A1R VOIDS CURVE
lFIC GRAVITY 2.65E
118
DRY
DENS.
(Pei 114
110
9 11 13 15 17 19 Z1
MOISTURE CONTENT (%)
MAXIMUM DENSITY, PCF: 116. 5
OPTIMUM MOISTURE (%): 14 . 5
LIQUID LIMIT: 3 0
PLASTIC LIMIT: 16
PLASTICITY INDEX: 14
E = Estimated Value
Technician: Clay Self, CET.
Laboratory Services Mgr.
Report Distribution:
(1) SALYER AND ASSOCIATES CTEC
(1) CITY OF COPPELL
Tim Begole, CET.
Our letters and reports are for the eulusive use of the client ro whom they are addressed and shall not be reproduced except in
full without the approval of the testing laboratory. The use of our name must receive our written approval. Our letters and reports
ti)06 apply only to the sample tested and/or inspected, and are rot indicative of the quanti[ies of apparently Identical or similar products.