RC Townhomes-LR050322 ACTEC
EERINGAND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76110-7123
Tel: 817-284-7755® Fax: 817-589-1420
REPORT OF
IN-PLACE DENSITY
CLIENT: J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
!
PROJECT: RIVERCHASE TOWNHOMES ADDITIONSt
COPPELL
PAGE i OF
PROJECY NO.: 9023912
REPORT NO.: 501818
DATE OF SERVICE: 3/22/2005
AUTHORIZATION:
REPORT DATE: 3/22/2005
SERVICES: perform in-place density and moiature content tests to determine the degree
of field compaction.
CONTRACTOR: UNDERGROITND UTILITIES
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 95%
MOISTURE: -2% TO +4% OF OPT.
~ OF
PAVING SUBGRADE
LIME TRT'D BROWN CLAY
PROJECT DATA
GAUGE: NA
GAUGE S~RIAL NO.: 27497
STANDARD COUNTS
MOISTURE - CURRENT~IA PREVIOUS: NA
DENSITY - ~:NA PREVIOUS: NA
TESTMODE: Direct Transmission
PROBE DEPTH (ha.): 6
MOISTURE/DENSITY RELATIONS
MOISTURE % DENsrFY gel RE~)RT NO
17.5 109.0 501131
TEST
NO LOCATION
BETHEL SCHOOL RD @ STA 2+00
LEFT OF CENTERLINE SUBGP. ADE
REPORT OF TESTS
FII~Ln OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (pcf) DENSITY DENS1TY
(%) (%) WET DRY (Per) (% max)
17.5 121.9 107.8 109.0 ~
3L~ asterisk (*) appears n~xt to test results which
do NOT meet the project specifications as noted above.
Technician: James Ledbet ter
Report Distribution:
Started: 01:00PM Stopped: 03:00PM
$ ACTEC
~ERING AND CONSULTING
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth, Texas 76118-7123
Tel: 817-28~-7755® Fax: 81%589-1420
REPORT OF
PLASTICITY INDEX ASTM D-4318
CLIENT: J.R. ROSE DEVELOPMENT
410 SPINNAKER DR.
ALLEN, TX 75013
/ROJECT NO.: 9023912
/ REI~RT NO.: 501755
ADDITI~ DATE OF SERVICE: 3/18/2005
PROJECT: RIVERCF-~SE TOWN~OMES /~ AUTHORIZATION:
COPPELL
REPORT DATE: 3/22/2005
SERVICES: Picked up Plasticity Index samples from client at jobsite and test in
accordance with ASTM D-4318 as authorized by client.
REPORT OF TESTS
pLASTICITY INDEX: ASTM D-4318 (LIME TREATED SUBGRADE)
LOCATIONS: ALLAN BETHEL SCHOOL ROAD EXTENSION
SAMPLE NO.
1. L/T RDSH BRN
SILTY CLAY
2, L/T RDSH BRN
SILTY CLAY
3. L/T RDSH BRN
SILTY CLAY
4. L/T RDSH BRN
SILTY CLAY
Pa~e 1 of 1
Technician: Thomas Moffett
Report Distribution:
LOCATION LL PL PI
STA 1+50 R OF CENTERLINE
STA 5+00 R OF CENTERLINE
STA 7+90 L OF CENTERLINE
STA 9+20
~ ~%0~ MACTEC
Be~ole, CET.