Riverchase(3)-LR 930818Rone Engineers
Geotechnical Consultants
Materials Testing
neers
Field Moisture/Density Test Report
}roiect
FAIRWAYS OF RIVERCHASE
IPurchase Order
qumber Sample Date Report Date
D3456A-01-23790 AUGUST 6, 1993 AUGUST 18, 1993
RIVERCHASE ESTATES LTD.
~ece~edFrom TechnicianTED NICHOLAS (RONE)
Moisture CTntent (%) Density (pcf) Percen[
TestNoLocationPietd Optimum Proctor Fieid Density
101 8" WATERLINE 16.0 12.8 120.2 115.5 96.0
PINE HURST DRIVE
LOT 1, BLOCK A
LIFT/DEPTH 2' BELOW
MATERIAL TNNSH BR SA CL W/ *
102 8" WATERLINE 14.0 12.8 120.2 118.0 98.0
PINE HURST DRIVE
LOT 7, BLOCK A
LIFT/DEPTH i'BELOW
MATERIAL TNNSH BR SA CL W/ *
103 8" WATERLINE 14.0 12.8 120.2 118.0
BERKSHIRE LANE
LOT 35, BLOCK A
LIFT/DEPTH 2' BELOW
MATERIAL TNNSH BR SA CL W/ *
104 8" WATERLINE 21.0 16.8 110.1
DOWNING DRIVE
LOT 2, BLOCK B
LIFT/DEPTH 1.5' BELOW
MATERIAL LT BR SA CL W/ *
104.5
98.0
95.0
Test Method Mater~l
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT
(1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Proiect
FAIRWAYS OF RIVERCHASE
Number Sample Date Report Date
D3456A-01-23848 AUGUST 10, 1993 AUGUST 18, 1993
7o
RIVERCHASE ESTATES LTD.
JASON BRIMINGHAM
TestNo. Moisture Cintent (%) Densityl(pcf) Percent
Location Ffe~d Optimum Proctor Field Density
105 8" POTABLE WATERLINE 19.0 16.8 110.1 106.5 97.0
BLOCK A, LOT 21
LIFT/DEPTH 3' BELOW
MATERIAL LT BR SA CL W/GRAVEL
106 8" POTABLE WATERLINE 20.0 16.8 110.1 108.7 99.0
BLOCK A, LOT 19
LIFT/DEPTH 1' BELOW
MATERIAL LT BR SA CL W/GRAVEL
107 8" POTABLE WATERLINE 17.0 16.8 110.1 108.7 99.0
BLOCK A, LOT 18
LIFT/DEPTH FINAL
MATERIAL LT BR SA CL W/GRAVEL
108 8" POTABLE WATERLINE 19.0 16.8 110.1 106.0 96.0
BLOCK A, LOT 8
LIFT/DEPTH 3' BELOW
MATERIAL LT BR SA CL W/GRAVEL
TestMethod Materhl
ASTM D 698 D 2922 D 3017
qemarks and/or Oistd~tion
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
Rone Engineers
Rune Engineers
Geotechnical Consultants Ro n e i nee r s
Materials Testing
'Field Moisture/Density Test Report
Project
FAIRWAYS OF RIVERCHASE Purchase Order
Number Sample Date Report Date
AUGUST 10, 1993 AUGUST 18, 1993
D3456A-01-23848
To
RIVERCHASE ESTATES LTD.
Receded From Techr. c~n
JASON BRIMINGHAM
Location Oens,ty<. ,, I
Pr~tor I Field D~sity
109 8" POTABLE WATERLINE 16.0 16.8 110.1 110.5 100.0
BLOCK B, LOT 9
Test I Moisture Cintent (O/o)
NO. Field Optimum
LIFT/DEPTH 2' BELOW
MATERIAL LT BR SA CL W/GRAVEL
110 8" POTABLE WATERLINE 20.0 16.8 110.1 107.0 97.0
BLOCK B, LOT 6
LIFT/DEPTH 1' BELOW
MATERIAL LT BR SA CL W/GRAVEL
111 8" POTABLE WATERLINE 22.0 16.8 110.1 105.7 96.0
BLOCK A, LOT 78
LIFT/DEPTH FINAL
MATERIAL LT BR SA CL W/GRAVEL
112 8" POTABLE WATERLINE 16.0 16.8
BLOCK A, LOT 64
110.1 108.7 99.0
LIFT/DEPTH 3' BELOW
MATERIAL LT BR SA CL W/GRAVEL
Test Method Mate~l
AST~ D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRy DAVIS (1)
Rone Engineers Rone E nc ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
Project
FAIRWAYS OF RIVERCHASE Purchase Order
Number Sample Oate
D3456A-01-23848 AUGUST 10, 1993
To
RIVERCHASE ESTATES LTD.
ReportDate
AUGUST 18, 1993
~eceived From
Moisture Content
*~e2t Location
Techr~ian
JASON BRIMINGHAM
Density (pcf) Percent
Proctor I Field Density
113 8" POTABLE WATERLINE 19.0 16.8
BLOCK A, LOT 60
LIFT/DEPTH 1' BELOW
MATERIAL LT BR SA CL W/GRAVEL
110.1 108.5 99.0
rest Me.od
ASTM D 698 D 2922 D 3017
Material
ae~arks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)