Coppell/121 Off Pk-LR040713-' ~~} 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 4 813
PROJECT: HWY 121 BUSINESS PARK DATE OF SERVICE: 7 / 0 8 / 2 0 04
AUTHORIZATION:
REPORT DATE: 7/ 13 / 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: 7/14/2004
DATE SAMPLED: 7 / 0 8 / 19 0 4 MATERIAL: LT .BROWN CALI CHE CLAY
SAMPLED BY: Scott Jaeger CLASSIFICATION:
TEST FOR: SITE MATERIAL MATERIAL PREPARATION METHODMoist
SAMPLE LOCATION: SOUTH END OF PROJECT RAMMER TYPE: Mechanical
NEAR PAD METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Method A
REPORT OF TESTS
l02
100
98
DRY
DENS.
(peg 96
94
A]R VOIDS CURVE
[FlC GRAVITY 2.65E
18 2U 2Z 24 Lb L25 JV
MOISTURE CONTENT (96)
Technician: Clay Self, CET.
MAXIMUM DENSITY, PCF: 9 8 . 5
OPTIMUM MOISTURE (%): 2 2 . 5
E = Estimated Value
Laboratory Services Mgr.
Report Distribution:
1l) SALYER AND ASSOCIATES M C C
tl) 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 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
I(A)(r apply only [o the sample [ested and/or inspected, and are rat indicative of the quantities of apparently Identical or similar products.