Coppell/121 Off Pk-LR040714ACTEC
ENGINEERING AND CONSULTING
CLIENT: SALYER AND ASSOCIATES
2557 SOUTHWEST GRAPEVINE PKWY
SUITE 200
GRAPEVINE, TX 76051
PROJECT: HWY 121 BUSINESS PARK
PAGE 1 OF 1
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fart Worth, Texas 76118-7123
Tel: 817-284-7755 Fax: 817-589-1420
PROJECT NO.: 9023747
REPORT NO.: 4 0 4 7 5 9
DATE OF SERVICE: 7/ 0 9/ 2 0 0 4
AUTHORIZATION:
REPORT DATE: 7/ 14 / 2 0 0 4
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: SALYER AND ASSOCIATES
;METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3 017
SPECIFICATION:
DENSITY: 9 5 %
MOISTURE: 0 TO +4 % OF OPT .
REPORT OF
IN-PLACE DENSITY
PROJECT DATA
GAUGE:TROXLER 3430B
GAUGE SERIAL NO.: 2 3 3 3 4
STANDARD COUNTS
MOISTURE - CURRENT3~TA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TEST MODE: Direct Transmission
PROBE DEPTH (inJ: 6
MOISTURE/DENSITY RELATIONS
REFERENCE
TEST OF MATERIALS MOISTURE % DENSITY pcf REPORT NO
ON SITE Brn & Drk Brn Clay 19.5 104.0 404403
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
TEST MOISTURE MOISTURE (pcf) DENSITY DENSITY
NO LOCATION (°lo) (°~) WET DRY (Pcf) (% max)
1. PARKING AREA N END 3RD LIFT 21.5 19.5 122.5 100.8 104.0 97
2. SAME @ S END 3RD LIFT 22.0 19.5 123.7 101.4 104.0 98
Test results on this report meet project
specifications as noted above.
Technician: Scott Jaeger Started: 01:OOPM
Report Distribution:
(I) SALYER AND ASSOCIATES
(1) CITY OF COPPELL
Stopped: 03:30PM
MA T C
m Begole, CET.
Our letters and reports are for the exclusive use of the client to whom they are addressed artd 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(q7 T"f apply only to the sample tested and/or inspected, and are not indicative of the quantities of apparently tdenucal or similar products.