Riverchase(3)-LR 930316Rone Engineers Rone Engineer s
Geotechnical Consultants ~~
biaterials Testing
Field Moisture/Density Test Report
~ roiect IP urchase Order
FAIRWAYS OF RIVERCHASE
D3456A-01-21138 MJ%RCH 8, 1993 I M3tRCH 16, 1993
¥o
RIVERCHASE ESTATES LTD.
~eceNed From I Technician
GREGORY EXCAVATING I STEVE JOHNSTON (RONE)
Test Moisture Content (%) i Density (pcf) I Percent
,o Location P[eld ]Optimum ] ProctorIField Density
1 BLOCK A, LOT 25 16.0 12.8 120.2 110.5 92.0~
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
2 BLOCK A, LOT 27 15.0 12.8 120.2 111.7 93.0'
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
3 BLOCK A, LOT 29 21.0 12.8 120.2 100.7 84.0'
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
4 BLOCK A, LOT 31 17.0
12.8 120.2 111.2 92.0¢
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Oistribution
NATHAN D. MAIER/MIKE GARRETT (1)
* DOES NOT Mti~'l' PROJECT SPECIFICATIONS
Rone Engineers
RoneEngineers RoneE ngineer s
Geotechnical Consultants ~~
Materials Testing
Field Moisture/Density Test Report
: roiect iPurchase Order
FAIRWAYS OF RIVERCHASE .
Number ISamole Date Report Date
D3456A-O1-21138 ~ MARCH 8, 1993 MARCH 16, 1993
To
RIVERCHASE ESTATES LTD.
Received From
GREGORY EXCAVATING
Te~¢~QE JOHNSTON (RONE)
Test Moisture Content (%) Density (pcf) i Percent
*,o. Location p;~,d Optimum Proctor Field I Density
5 BLOCK A, LOT 33 14.0 12.8 120.2 113.7 95.0
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
6 BLOCK A, LOT 35 14.0
12.8 120.2 118.5 99.0
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
7 BLOCK A, LOT 37 18.0 12.8 120.2 105.0 87.04
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
8 BLOCK A, LOT 19 17.0 15.0 113.2 109.0 96.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
,Test Me[hod Material
ASTM D 698 D 2922 D 3017
qemarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
"~Rone Engineers
.o.e RoneE ngineer s
Geotechnical Consultants
Materials Testing ~~
Field Moisture/Density Test Report
Project IPurcnase Order
FAIRWAYS OF RIVERCHASE
Humber Sample Date Report Date
D3456A-01-21138 M~ARCH 8, 1993 M-ARCH 16, 1993
RIVERCHASE ESTATES LTD.
Received From Technfcian
GREGORY EXCAVATING STEVE JOHNSTON (RONE)
Location i Moisture Content (%) Density (pcfl Percent
Field Optimum Proctor Field Density
Test
No.
9 BLOCK A, LOT 19 19.0 15.0 113.2 105.2 93.0'
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
10 BLOCK A, LOT 10 17.0 12.8 120.2 111.2 93.0'
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
11 BLOCK A, LOT 8 16.0 12.8 120.2 111.0 89.0
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
,o.e,.gi.eer. RoneEn ineers
Geo~echnical Consultants
Materials Testing
=ield Moisture/Density Test Report
I P urchase Order
~ roiect
FAIRWAYS OF RIVERCHASE
Sam~31e Oate Report Oate
MA~CH 11t 1993 MARCH 16t 1993
D3456A-01-21192
RIVERCHASE ESTATES LTD.
R~e~ed From
GREGORY
Yest
.o. Location
24 BLOCK B, LOT 7
CENTER
Moisture Content (%J
F~eld 1 Optimum Proctor I Field Density
19.0 15.0 113.2 108.4 96.0
GARY MOORE (RONE)
Density (pcf) Percent
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
25 BLOCK B, LOT 9
NW SIDE
19.0 15.0 113.2 107.3 95.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
26 BLOCK B, LOT 11
W SIDE
17.0 15.0 113.2 114.1 101.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
27 BLOCK A, LOT 39
W SIDE
16.0 15.0 113.2 110.1 97.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
Tat Me.od I Mate~l
ASTM D 698 D 2922 D 3017
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect IP urchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Da(e Report Date
D3456A-0_l-21192 MARCH 11~. 1993 M. ARCH 16~ 1993
¥o
RIVERCHASE ESTATES LTD.
AeceNed From
GREGORY
Moisture Content (%)
Test
Location F~e~d~ Optimum
No,
32
33
34
35
BLOCK A, LOT 49
S CENTER
LIFT/DEPTH NATURAL
MATERIAL TN & BR CL SA
BLOCK A, LOT 51
E SIDE
LIFT/DEPTH NATLTRAL
MATERIAL DK BR CL
BLOCK A, LOT 53
N CENTER
LIFT/DEPTH NATURAL
MATERIAL DK BR CL
BLOCK A, LOT 55
SW SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
T echnician
GARY MOORE (RONE)
Density (pcf) Percent
Proctor Field Density
14.0 12.8 120.2 118.1 98.0
25.0 24.6 94.7 94.0 99.0
22.0* 24.6 94.7 99.0 105.0
16.0 15.0 113.2 113.5 100.0
TestMethod
ASTM D 698 D 2922 D 3017
Material
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers