RC Townhomes-LR04110911/15~z00 88:88 9723599116
~3qGINI~ERING AND CONSULTING
P~E 0~
MACTEC Engineering
asd Consulting
2200 Gravel Drive
Fort Worth, Texas 761 lg-7123
Tel: $17-~84-7755e Fax: g17-589~142~
REPORT OF
IN-PLACE DENSITY
CLIEN"r: J.R. ROSE DEVELOPMENT
410 SPIN/~AF~R DR.
ALLEN, TX 75013
PROJECT:
RIVERCHASE TOWN~OMES ADDITIONS ~
COPPELL
PAGE 1 OF t
PROJECT NO.: 9023912
REPORT NO.: 408162
BATE OF SErViCE: 11/05/2004
AD~qiOPJZATION:
REPORT DATE: 11/09/2004
SERVICES: Perfor~ in-place d~nsity and moisture ccntent tests to determine the d~gr~e
of field COmpaction.
CONTRACTOR: UNDERGROUND b"FILITI~S
METHOD OF TEST:
ASTM D2922
TEST OF
RED/BRN.& DK BRN.S~/~D/CLYw/GRV
PROJECT DATA
GAUGE: NA
GAUGE SERIAL NO.: 2 7 4 9 7
STANDARD COUNTS
MOISTURE - CURRF~NTtqA PREVIOUS: N~
DEN,~fI~' CURRENT:HA PREVIOUS: NA
TI~ST MODE: Direct Transmission
MOIS]"JRE/D~N$1~ BELA/IONS
OFY[MUM MA x IMLT¢I REFERENCE
MO1STL~E % DENSITY pcf R.~PORT NO
16.0 t10.5 408007
YEST
1
4
SEWER LINE STA 3+00 1ST LIFT
SAME ~ STA 3+01 2ND LIFT
SAME @ STA 3e02 3RD LIFT
S;%k4E @ STA 3+03 4TH LIFT
SAME ~ STA 3~04 5TM LIFT
SAME % STA 3+05 6TH LIFT
REPORT OF TESTS
F~LD OPTINIL:M FIELD DENSITY MAXIMUM
MOISTURE MOISTUR~ (~ DENSITY
(%~ (%) NVET DRY
16.3 16.0 122.8 105.6 110.
14.4 16,0 120-2 105.1 110.5
17.9 16.0 124.6 105.7 110 5
17.0 16.0 124.1 106.1 110.5
16,8 16.0 123,3 105.6, 110.5
16.9 16.0 123,8 105.9 110.5
specifications as noted above.
DENSITY
{% max).
~6
96
96
9~
Technician: James Ledbetter Started: ll:30AM Stopped: 02:00PM
Report Distribution:
Tim Begole, CET.
9723599116
.............. ACTEC
~EERL~G AND CONSULTING
LUSTIG FAMIL ¢
PAGE 03
MACTEC Engineering
and Consulting
2200 Gravel Drive
Fort Worth. T~xa~ '/6118-7123
Tel: $t7-284-7755' Fax: 817-589-1420
REPORT OF
IN-PLACE DENSITY
CLIENT: J.R. ROSE DEVELOPMENT
410 SPlI~NAKER DR.
ALLEN, TX 750L3
PROJECT: RIVERCHASE TOWbYHOMES ADDITIONS
COPPELL
PAGE I OF 1
PROJECT NO.: 9023912
REPORT NO.: 408212
DATE OF SERVICE: 11/08/2004
AUTHORIZATION:
REPORT DATE: 11/09/2004
SERVICES: Perform in place density and moisture content tests to determine the degree
of field compactxon.
CON~]~ACTOR: U/~DERGROLrNqD UTILITIES
METgOD OFT EST:
DENSITY: ASTM D2922
MOISI~R~: ASTM D3017
SPECIFICA~ON:
DENSITY: 95%
MOISrUP~: -21 TO *4% OF OPT.
,'~ST OF
ON SITE
ON SITE
MATERIALS
RED/BPa~.& DK.BRN_SAZID/CLYw/GRV
RED-BROWN SANDY CLAY
PROJECT DATA
GAUGE: NA
GAUGE ~ilJAL NO.; 27497
STANDARD cOUNTS
16.0 110 .5 408007
TEST
NO , .L~)CATION
i, SEWER LINE STA 5+00 1ST LIFT
2 SAME ~ STA 5+02 2~7D LIFT
3. Sb24E ~ STA 5+04 3RD LIFT
4. SAME ~ ETA 5*06 4T~ LIFT
S, S~ME ~ STA 5*07 5TH LIFT
REPORT OF TESTS
FIELD OPTIMUM FIELD DENSITY MAXIMUM
MOISTURE MOISTURE (prig DENSITY DENSITY
(%} t%) ~I,T DRY {Pc0 1~ max]
17,6 16,0 125,1 106.4 110,5 /96
16.2 13.0 128.2 110,3 114,0 f 97
12.8 13.0 124.0 109.9 114.0 96
13,0 13.0 123.8 109 6 114.0 96
13.6 13.0 125-6 110-6 114.0 99
Test results on this report meet project
specifications as noted above.
Technician: James Ledbetter Started: ll:00AM Stopped: 01:00PM
Report Distribution:
TI~ Degole, CET.