RC Townhomes-LR04121312/17/'2004 17:32 9?23599116
TE
LUSTIG FAMILY
PAGE 02
MACTEC Engineering
and Consulting
Z200 Gr~vel Drive
REPORT OF
IN-PLACE DENSITY
CLIENT: J.R. ROSE DEVELOP~NT
410 SPINNER DR,
ALLEN, TX 7S01~
PROJECT: RIVERCP. ASE TOWN'HOMES ADDITIONS
COPPELL
PAGK i OF 2
PROJECT NO.: 9023912
REPORT NO.: 408870
DATE OF SERVICE: 12/09/2004
AIIVHORIZATION:
REPORT DATE: 12/13/2004
SERVICES: Perform in-place densi[y and moisture content tests to determine [he de~ree
of field compaction.
CONTRACTOR: UNDERGROUArD UTILITIES
METHOD OF TEST:
DENSITY: P~TM D2922
MOISTURE: ASTM D3017
SPECIFICATION:
DENSITY: 95%
MOISTUI~2: ~2% TO +4% OF OPT.
~s~ or
FILL ON 8" WATERLINE
MATERIALS
RED/BRN, & DK. BP~N, SAND/CLYw/GRV
PROJECT DATA
GAUGE: NA
GAUGE SERIAL NO,: 27660
STANDARD COUNTS
MOISTURE - CURRENT~IA PREVIOUS: NA
DENSITY - CURRENT:NA PREVIOUS: NA
TESTMODE: Direct Transmission
PROBE DEPTH 0m): 6
MOISTUrE(DEN SlTY R~LAT]ON$
16 . 0 110 . 5 408097
TEST
NO LOCATION
OFFSITE WATER LINE 250'W OF
STA 8+90 -2'
2. SAME ~ - 1 '
4. S~E @ 500'W OF STA 8+90
5- SAME ~
SAM~ @ T,O.G.
REPORT OF TESTS
FIELD OFI~VlUM FIELD DENSITy MAXIMUM
MOISTU';~ MOISTURE (i~D DENSITY
(~ ,, (~) WET ORY ,, (Pc0
16.0 126.1 108,3 110.5
16.0 126.2 108,4 110.5
15.g 16,0 126.4 109.1 1i0.5
16.0 125,8 106,8 110.~
17.0 16/~125,9 ~07.6 110.5
17.7 ~.,0~125,9 107,0 110.5
Repor~ Of Teet8 ConLinued On Pa~e 2
DENSITY
(% max)
/ 98
98
99
9'7
~7
97
12/17/2004 17~32 ~723593116 LUSTIG FAMILY PAGE 03
J,R, RO$~ DEVELOPMENT
PR(MECTNO~ 9023912
DA~EOFSER¥1CE: 12/09/2004
REPORT NO. 408870
PAGE 2 OF 2
TEST
NO LOCATJON
7. SAME ~ 700'W OF STA 8.90 -2'
8. $~E % -1'
9. SAME ~ T.O.G.
REPORT OF TESTS
FIELD O~ FIELD DENSITY MAXIMUM
MO[STU~ MOISTURE (pc0 DENSITY DENSI~'
(%~ ~%) WET DRY
17.9 16.0 126.3 107.1 110.5~ ~97
18.3 16.0 125.2 105~8 110.5 96
17.6 16.0 126.5 107.6 110.5
Tes~ results O~ this report meet project
specifications as noted on page 1.
Technician: Steve Campbell
Report Distribution:
Started: 01:30PM
Stopped: 05:30PM
Tim Begole, CET.