RC Townhomes-LR050321ACTEC
AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: $17-284-7755® Fax: 817-589-1420
REPORT OF
IN-PLACE DENSITY
CLIENT: J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
PRO'CT: RIVERCHASE TOWNHOMES ADDITIONS
COPPELL
PAGE 1 OF 1
PROJECTNO.: 9023912
REPORTNO.: 501769
DATE OFSERVICE: 3/21/2005
AUTHORIZATION:
REPORT DATE: 3/21/2005
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: UNDERGROUND UTILITIES
METHOD OF TEST:
DENS.Y: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 95%
MOISTURE: -2% TO +4% OF OPT.
TEST OF
PAVING SUBGRADE
LIME TRT'D BROWN CLAY
PROJECT DATA
GAUGE: NA
GAUGE SERIAL NO.: 27660
STANDARD COUNTS
MOISTURE - CURRENTi~A PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TESTMODE: Direct Transmission
PROBE DEPTH (in.): 6
MOISTURE/DENSITY RELATIONS
OI'flMUM MA/CIMUM REFERENCE
MOISTURE % DENSITY pcf REPORT NO
17.5 109.0 501131
TEST
NO
1.
2.
LOCATION
STA 1+20 CENTERLINE
REPORT OF TESTS
FIELD OFrIMUM FIELD DENSITY MAXIMUM
MOIgrURE MOISTURE (pcf~ DENSITY
(%) (%} WET DRY (Pco
10.6 * 17.5 115.1 104.1 109.0
STA 2+40 EAST SIDE 11.4 * 17.5 115.7 103.9
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted above.
109.0
D 99~56Sn~
Technician: Steve Campbell
Report Distribution:
Started: 07:00AM
Stopped: 10:00AM
Tim Begole, CET.