Riverchase(3)-LR 930805Rone E~gineers
Gectechr~caJ Consultants
MateriaJs Testing
GENERAL REPORT
RoneEn l ;,
PROJECT: FAIRWAYS OF RIVERCHASE
PROJECT NO.: D3456A 23569
CLIENT: RIVERCHASE ESTATES LTD.
REPORT DATE: 8-5-93
SAMPLE DATE: 7-26-93
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
for
Source of Material: On Site
Material Description: Light Brown Sandy Clay w/Gravel
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 110.1
Optimum Moisture Content, Percent: 16.8
~dditlonal Data
Liquid Limit (LL): 33
Plasticity Index (PI):
Material Finer than No.
RONE ENGINEERS, INC.
17
200 Screen,
Percent:
By: Ted Nicholas
' ~Rone Englneem
Rone Engineers
Geotechnicel Consultants
Materials Testing
RoneEnaineers
Concrete Cylinder Test Report
Projec~
FAIRWAYS OF RIVERCHASE
D3-456A-01-23598
D~te of Observa~on
JT/Ly 27~ 1993
AUGUST 5~ 1993
To
i RIVERCHASE ESTATES LTD.
MAN'HOLE ~2
RED I -MIX 125
Mb( NumOer JM~ Dem~nP~on
Am~nt Temperature ("F~ O=ncre~e Tem~re ('~
Weamer ~ndi~o~ ' 9 9 j 9 4
CT,RAR
2:50 PM 0.0 G~S
Physical Data
ACTUAL' SPECtFICA~ONS
SL~ (in.) Z
)oncrete Cylinder/es~(s)
SPECIFICATIONS
7
28
28
HOLD
ACTUAL
Tot Load Compress~e S1~nc3%'1
Test ~te s ~
08/03/93 98619 3490
08/24/93
08/24/93
HOLD
Stmng~ Required
4200
~"l~ C 31 IASTM C3e
NATHAN D. MAIER/MIK]~ GARRETT (].), CITY OF COPPELL/LARRY DAVIS (1)
,o.e En¢...,s RoneEngineers
Materials Testing
Field Moisture/Density Test Report
FAIRWAYS OF RIV~C~SE
03456A-01-23569 JULY 26, 1993 AUGUST 5, 1993
RIVERC~SE ESTATES LTD.
HOLLY TED NICHOLS (RONE}
~ o~s~u~e Con(en~ ( % ) 0eus~%y { ~c~) ~ erceu~
T~,~.o. Location ~,.,d I Op(imum , Proctor.~ F~eid Density
LIFT/DEPTH 6' BELOW
MATERIAL TNNSH BR SA CL W/ *
75 8" SEWER LINE 13.0 12.8 120.2 117.8 98.0
STA: 5+50
LIFT/DEPTH 4' BELOW
MATERIAL TNNSH BR SA CL W/ *
rest Method Matedal
ASTM D 698 D 2922 D 3017
~emarks and/or Oistdbution
NATHAN D. MAIER/MIKE GARRETT
(1), CITY OF COPPELL/LARRY DAVIS (1)
~one Engineers
FlOne Engineers
Geotechnical Consultants
MateriaLs Testing
RoneEngineers
Field Moisture/Density Test Report
~roiect
FAIRWAYS OF RIVERCHASE
D3456A-01-23614
ISamole Date
JULY 28, 1993
'~'~'Purchase Order
Report Date
AUGUST 5, 1993
RIVERCHASE ESTATES LTD.
~'~eiv ed From
77
78
79
Location
LINE A
100 FT
M oisture Conte~
Optimum
14.0 15.0
Oensity(pcf) Percent
Proctor Field Density
113.2 110.0 97.0
LIFT/DEPTH 1ST LIFT
MATERIAL DARK BRN SA CLAY*
LINE A 15.0
100 FT
15.0 113.2 110.7 98.0
LIFT/DEPTH 2ND LIFT
MATERIAL DAR/{ BROWN SA CLAY*
LINE A 13.0
400 FT
15.0 113.2 123.2 108.0
LIFT/DEPTH 1ST LIFT
MATERIAL DARK BROWN SA CLAY*
13.0
LINE A
400 FT
15.0 113.2 111.5 98.0
LIFT/DEPTH 2ND LIFT
MATERIAL DARK BROWN SA CLAY*
-~--~"~ a terial
Test Method
ASTM D 698 D 2922 D 3017
and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
*W/GRAVEL
~one Engine
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEn,
=ield Moisture/Density Test Report
3roiect
IPurchase Order
FAIRWAYS OF RIVERCHASE
D3456A-01-23614
R£V,:KCHASE ESTATES LTD.
ReceNed From
Location
LINE A
600 FT
Sampie Date Report Date
JULY 28 t 1993 AUGUST 5, 1993
Technician
DAVID SMITH
Moisture Content (%) Density (pcf) I Percent
Fie~d Optimum Proctor I F~eid Density
15.0 15.0 13.3.2 113.0 100.0
83.
LIFT/DEPTH lST LIFT
MATERIAL DARK BROWN SA CLAY*
LINE A 15.0
600 FT
15.0 113.2 107.7 95.0
LIFT/DEPTH 2ND LIFT
MATERIAL DAP~K BROWN SA CLAY*
~est Me.od
ASTM D 698 D 2922 D 3017
Material
~emarks and/or DistdbuQon
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (l)
*W/GRAV~
Rone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Rom '
Field Moisture/Density Test Report
Project
FAIRWAYS OF RIVERCHASE
Number Sample Date
D3456A-01-23569 JULY 26, 1993
To
RIVERCHASE ESTATES LTD.
Purchase Order
Report Date
AUGUST 5, 1993
Received From T eoh~cian
HOLLY TED NICHOLAS (RONE)
Moisture Content { %) Density (pcf) Percent
,~t Location .,e,d ]Optimum .roctor I F,eld Density
74
75
8" SEWER LINE 14.0 12.8 120.2 115.3 96.
STA: 5+50
LIFT/DEPTH 6' BELOW
MATERIAL TNNSH BR SA CL W/ *
8" SEWER LINE 13.0 12.8 120.2 117.8 98.
STA: 5+50
LIFT/DEPTH 4' BELOW
MATERIAL TNNSH BR SA CL W/ *
Test Me~od Mate~l
ASTM D 698 D 2922 D 3017
qema~s and/or O~td~Uon
NATHAN D. MAIER/MIKE GARRETT
*GRAVEL
(1), CITY OF COPPELL/LARRY DAVIS (1)
~one Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Date Report Date
D3456A-01-23614 JULY 28, 1993 AUGUST 5, 1993
TO
RIVERCHASE ESTATES LTD.
Receded From T ech~cian
DAVID SMITH
No. Moisture Cintent (%) Oensityi(pcf) Percent
~" Location ~,e,d Opt~um Proctor Field Density
76 LINE A 14.0 15.0 113.2 110.0 97.0
100 FT
LIFT/DEPTH 1ST LIFT
MATERIAL DARK BRN SA CLAY*
77 LINE A 15.0 15.0 113.2 110.7 98.0
100 FT
LIFT/DEPTH 2ND LIFT
MATERIAL DARK BROWN SA CLAY*
78 LINE A 13.0 15.0 113.2 123.2 108.0
400 FT
LIFT/DEPTH 1ST LIFT
MATERIAL DARK BROWN SA CLAY*
79 LINE A 13.0 15.0 113.2 111.5 98.0
400 FT
LIFT/DEPTH 2ND LIFT
MATERIAL DARK BROWN SA CLAY*
T~t Me.od Mater~l
ASTM D 698 D 2922 D 3017
Rereads and/or
NATHAN D. MAIER/MIKE GARRETT (l), CITY OF COPPELL/LARRY DAVIS (1)
*W/GRAVEL
Engineers
Rone Engineers RoneE ngineer s
Geotechnical Consultants
Materials Testing ~~
Field Moisture/Density Test Report
~ roiect Purchase Order
FAIRWAYS OF RIVERCHASE
qumber Sample Date Report Date
D3456A-01-23614 JULY 28, 1993 AUGUST 5, 1993
To
RIVERCHASE ESTATES LTD.
ReceNed From T ethicon
DAVID SMITH
Test
Moisture Content (%) Density i(pcf) Percent
Location Field Optimum Proctor Field Density
No.
80
81
LINE A 15.0 15.0 113.2 113.0 100.0
600 FT
LIFT/DEPTH 1ST LIFT
MATERIAL DARK BROWN SA CLAY*
LINE A 15.0 15.0 113.2 107.7 95.0
600 FT
LIFT/DEPTH 2ND LIFT
MATERI2%L DARK BROWN SA CLAY*
Test Me.od Materml
ASTM D 698 D 2922 D 3017
~e~s and/or
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
*W/G~AVEL
Rone Engineers