Riverchase(3)-LR 930819Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~ roiect P urch~se Order
FAIRWAYS OF RIVERCHASE
'4urn her SamOle Date
D3456A-01-23898 AUGUST 12, 1993
Report Date
AUGUST 19,
1993
To
RIVERCHASE ESTATES LTD.
NO. Moisture Content (%)
Test Location p~e,d i Optimum
Technician
JASON BRIMINGHAM
Density (~cf) Percent
Proctor I Field Density
114
115
116
117
36" STORM SEWER LINE B 19.0
STA: 0+50
LIFT/DEPTH 4' BELOW
MATERIAL GR & BR TO DK BR *
27" STORM SEWER LINE B 18.0
STA: 3+05
LIFT/DEPTH 2' BELOW
MATERIAL GR & BR TO DK BR *
36" STORM SEWER LINE B 18.0
STA: 0+40
LIFT/DEPTH 1' BELOW
MATERIAL GR & BR TO DK BR *
33" STORM SEWER LINE C 19.0
STA: 0+30
LIFT/DEPTH 2' ABOVE RCP
MATERIAL GR & BR TO DK BR *
17.0 111.4 107.5 96.0
17.0 111.4 108.7 98.0
17.0 111.4 106.5 95,.0
17.0 111.4 107.0 96.0
rest Method
ASTM D 698 D 2922 D 3017
Materml
qemarks ~nd/or Distribution
NATHAN D. MAIER/MIKE GARRETT
*SANDY CLAY WITH GRAVEL
(1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Rone Engineers RoneE nc Jneers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Prelect Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sampte Date Report Date
D3456A-01-23898 AUGUST 12, 1993 AUGUST 19, 1993
RIVERCHASE ESTATES LTD.
Received Prom
Test
118
Location
Moisture Content ( % ) Density (pcf) Percent
Field Optimum Proctor I Fieid Density
33" STORM SEWER LINE C 18.0
STA: 0+50
LIFT/DEPTH 4' ABOVE RCP
MATERIAL GR & BR TO DK BR *
119 33" STORM SEWER LINE C 17.0 17.0 111.4 108.2 97.0
STA: 0+65
LIFT/DEPTH 6' ABOVE RCP
MATERIAL GR & BR TO DK BR *
120 33" STORM SEWER LINE C 19.0 17.0 111.4 107.0 96.0
STA: 0+80
LIFT/DEPTH 8' ABOVE RCP
MATERIAL GR & BR TO DK BR *
17.0 111.4 106.5 96.0
TestMe~od Mater~l
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1),
*SANDY CLAY WITH GRAVEL
CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
RoneEngineers Rone Engineer s
Geotechnical Consultants '
Materials Testing ~i~
Field Moisture/Density Test Report
Proieot Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Date
D3456A-01-23925 AUGUST 13, 1993
To
RIVERCHASE ESTATES LTD.
ReportDate
AUGUST 19, 1993
Test
Moisture Content
Location
Technician
JASON BRIMINGHAM
Density (pcf) Percent
Proctor [ FieM Density
121
122
123
124
18" STORM SEWER LINE C 19.0 17.0
STA: 4+10
LIFT/DEPTH 3' BELOW
MATERIAL GR & BR TO DK BR *
18" STORM SEWER LINE C 19.0 17.0
STA: 3+95
LIFT/DEPTH 1' BELOW
MATERIAL GR & BR TO DK BR *
18" STORM SEWER LINE C 22.0 17.0
STA: 5+95
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
18" STORM SEWER LINE C 20.0 17.0
STA: 6+25
LIFT/DEPTH 2' BELOW
MATERIAL GR & BR TO DK BR *
111.4 107.2 96.0
111.4 107.0 96.0
111.4 105.0 94.0*
111.4 107.5 96.0
Test Me.od Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1),
*SANDY CLAY WITH GRAVEL
**DOES NOT ~1' PR(J3EC~ SPE~Ik'ICATIONS
CITY OF COPPELL/LARRY DAVIS (1)
Flone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~ roiect Purchase Order
FAIRWAYS OF RIVERCHASE
qumber Sample Date Report Date
D3456A-01-23925 AUGUST 13, 1993 AUGUST 19, 1993
¥o
RIVERCHASE ESTATES LTD.
qeceived From Technician
JASON BRIMINGHAM
Moisture Content ( % ) Density i(pcf) Percent
eStNo. Location Optimum Proctor Field Density
125 18" STORM SEWER 20.0 17.0 111.4 108.2 97.0
LINE C-i, STA: 0+30
LIFT/DEPTH 3' BELOW
MATERIAL GR & BR TO DK BR *
126 18" STORM SEWER 18.0 17.0 111.4 108.2 97.0
LINE C-i, STA: 0+50
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
127 18" STORM SEWER 19.0 17.0 111.4 106.7 96.0
LINE B-2, STA: 0+30
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
128 18" STORM SEWER 19.0 17.0 111.4 106.2 95.0
LINE B-i, STA: 0+75
LIFT/DEPTH 1' BELOW
MATERIAL GR & BR TO DK BR *
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
*SANDY CLAY WITH GRAVEL
Rone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~roiect
FAIRWAYS OF RIVERCHASE
~mher
D3456A-01-24014
To
RIVERCHASE ESTATES LTD.
I Purchase Order
Sample Date Report Date
AUGUST 17, 1993 AUGUST 19, 1993
Test
131
T echnician
JASON BRIMINGHAM
Location
42" RCP, LINE A
STA: 0+95
Moisture Content (%)
Pie~d I Optimum
Density (pcf) Percent
Proctor I Field Density
15.0 17.0 111.4 107.0 96.0
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
132 42" RCP, LINE A 14.0 17.0 111.4 107.2 96.0
STA: 1+00
LIFT/DEPTH 2' BELOW
MATERIAL GR & BR TO DK BR *
133 42" RCP, LINE A 14.0 17.0 111.4 107.7 97.0
STA: 2+20
LIFT/DEPTH 3' BELOW
MATERIAL GR & BR TO DK BR *
134 42" RCP, LINE A 14.0 17.0 111.4 108.0 97.0
STA: 2+25
LIFT/DEPTH 5' BELOW
MATERIAL GR & BR TO DK BR *
Test Method
ASTM D 698 D 2922 D 3017
Materiel
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT
*SANDY CLAY WITH GRAVEL
(1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers