Riverchase(3)-LR 930315Rone Engineers
Geotechnical Consultants
Materials Testing
ineers
GENERAL REPORT
PROJECT: Fairways of Riverchase
REPORT NO.: D3465A-21138
CLIENT: Riverchase Estates
REPORT DATE:
SAMPLE DATE:
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
03-15-93
03-08-93
for
Source of Material: On Site
Material Description: Br to Dk Br Sa
Laboratory Results
Cl W/Gravel
Maximum Dry Density, Lbs. per Cubic Foot: 113.2
Optimum Moisture Content, Percent: 15.0
Additional Data
Liquid Limit (LL): 32
Plasticity Index (PI) 17
Material Finer than No. 200 Screen,
Percent:
RONE ENGINEERS, INC.
By: Steve Johnston
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
GENERAL REPORT
PROJECT: Fairways of Riverchase
REPORT NO.: D3465A-21138A
CLIENT: Riverchase Estates
REPORT DATE:
SAMPLE DATE:
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698 for
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
03-15-93
03-08-93
Source of Material: On Site
Material Description: Tannish Br Sa C1 W/Gravel
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 120.2
Optimum Moisture Content, Percent: 12.8
Additional Data
Liquid Limit (LL): 26
Plasticity Index (PI)
Material Finer than No.
13
200 Screen,
Percent:
RONE ENGINEERS, INC.
By:
Steve Johnston
RoneEngineers RoneE n( ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~ reject Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Date Report Date
D3456A-01-21183 MARCH 10, 1993 MARCH 15, 1993
RIVERCHASE ESTATES LTD.
Received From Technician
BUDDY @ GREGORY EXCAV. GARY MOORE (RONE)
Test
Moisture Content (%) Density i(pcf) Percent
Location P~e,d Optimum Proctor Field Density
No
12 BLOCK A, LOT 25 19.0 15.0 113.:~ i08o0 96.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
13 BLOCK A, LOT 27 16.0 15.0 113.2 111.0 98.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
14 BLOCK A, LOT 31 18.0 15.0 113.2 110.3 97.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
15 BLOCK A, LOT 29 18.0 15.0 113.2 110.1 97.0
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
TestMethed Material
ASTM D 698 D 2922 D 3017
Re~rks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P reject Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sample [Date Report Date
D3456A-01-21192 MARCH 11~ 1993 MARCH 15r 1993
To
RIVERCHASE ESTATES LTD.
Received From Technician
GREGORY GARY MOORE (ROWE)
TestNo, Moisture Cintent (%) Densi[yl(pcf) Percent
Location Field Optimum Proctor Fietd [Density
16 BLOCK A, LOT 19 15.0 12.8 120.2 116.6 97.0
RETEST #9, REPORT #21138
LIFT/DEPTH NATURAL]
MATERIAL TN & BR CL SA
17 BLOCK A, LOT 17 16.0 15.0 113.2 113.8 100.0
S SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
18 BLOCK A, LOT 15 15.0 15.0 113.2 113.4 100.0
N SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
19 BLOCK A, LOT 11 15.0 15.0 113.2 110.8 98.0
NE SIDE
LIFT/DEPTH FINAL
MATERIAL BR & TN SA CL
!Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers
Rone Engineers RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
~roiect
I P urchase Order
FAIRWAYS OF RIVERCHASE
qumber Sample Date Report Date
D3456A-01-21192 [c-ARCH 11r 1993 NARCH 15, 1993
re
RIVERCHASE ESTATES LTD.
~eceived From Technician
N°'GREGORYt GARY MOORE (RONE)
Moisture Content (%) Density (pcf) Percent
Tes Location ~,e,d I Opt,mum P~octo. J .,e,d Oens,ty
20 BLOCK A, LOT 8 13.0 12.8 120.2 118.1 98.0
CENTER
LIFT/DEPTH FINAL
MATERIAL TN & BR CL SA
21 BLOCK B, LOT 1 19.0 15.0 113.2 107.5 95.0
W SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
22 BLOCK B, LOT 3 17.0 15.0 113.2 111.7 99.0
E SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
23 BLOCK B, LOT 5 18.0 15.0 113.2 107.2 95.0
W SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
Fest Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers
Rone Engineers RoneEngineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
FAIRWAYS OF RIVERCHASE
D3456A-01-21192 [ MARCH 11, 1993 MARCH 15, 1993
RIVERCHASE ESTATES LTD.
Received From T echnmJan
GREGORY GARY MOORE (RONE)
M o~ture Content ( % ) Density I( pcf ) Percen[
Te, tNo. Location P~e,d I Opti~ Proctor Field Density
28 BLOCK A, LOT 41 16.0 15.0 113.2 111.3 98.0
CENTER
LIFT/DEPTH NATURAL
M3%TERIAL BR & TN SA CL
29 BLOCK A, LOT 43 15.0 15.0 113.2 113.8 100.0
W SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
30 BLOCK A, LOT 45 16.0 15.0 113.2 112.3 99.0
S SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
31 BLOCK A, LOT 47 18.0 15.0 113.2 110.1 97.0
S SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
T~t Me~od Mate~l
ASTM D 698 D 2922 D 3017
Re~rks and/or
NATHAN D. MAZER/MIKE GARRETT (1)
Rone Engineers
,o.e E.¢...r. RoneE ineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect IP urchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Date Report Date
D3456A-01-21192 MARCH 11, 1993 MARCH 15, 1993
To
RIVERCHASE ESTATES LTD.
Received From Technician
GREGORY GARY MOORE (RONE)
Moisture Cintent (%) Density (pcf) Percent
TeStNo Location Fietd Optimum Proctor Field Density
36 BLOCK A, LOT 57 16.0 15.0 113.2 114.1 101.0
NW SIDE
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
37 KINGS MILL COURT 19.0 15.0 113.2 110.6 97.0
STA: 8+00, CENTERLINE OF
ROAD
LIFT/DEPTH FINAL
MATERIAL BR & TN SA CL
38 BLOCK A, LOT 67 15.0 15.0 113.2 114.1 101.0
S CENTER
LIFT/DEPTH NATURAL
MATERIAL BR & TN SA CL
39 BLOCK A, LOT 65 23.0 24.6 94.7 97.0 102.0
CENTER
LIFT/DEPTH NATURAL
MATERIAL DK BR CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
Rone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEn
'ineers
Field Moisture/Density Test Report
~roiect
FAIRWAYS OF RIVERCHASE
Purchase Order
Number Sample Date
D3456A-01-21192 MARCH 11, 1993
To
RIVERCHASE ESTATES LTD.
Report Date
MARCH 15¢ 1993
Received From Technician
GREGORY GARY MOORE (RONE)
Moisture Content (%) Density i(pcf) Percent
TestNo. Location Fie,d Optimum Proctor Field Density
40 BLOCK A, LOT 63 25.0 24.6 94.7 94.0 100.0
S SIDE
LIFT/DEPTH NATURAL
MATERIAL DK BR CL
41 BLOCK A, LOT 61 16.0 12.8 120.2 117.2 98.0
CENTER
LIFT/DEPTH NATURAL
MATERIAL TN & BR SA CL
Test Method Material
ASTM D 698 D 2922 D 3017
~emarks ~nd/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1)
~Rone Engineers
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