Riverchase(3)-LR 930817Rone Engineers
GectecnnicaJ Consultants
MatenaJs TeSting
RoneEngineers
GENERAL REPORT
PROJECT: FAIRWAYS OF RIVERCHASE
REPORT NO.: D3456A 23782
CLIENT: RIVERCHASE ESTATES LTD
REPORT DATE:
SAMPLE DATE:
8-17-93
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
Source of Material: On Site
Material Description: Gray & Brown to Dark Brown Sandy clay w/Small
Gravel
Laboratory Results
Maximum Dry Density, Lbs.
Optimum Moisture Content,
per cubic Foot: 111.4
Percent: 17.0
A~dltional Data
Liquid Limit (LL): 34
Plasticity Index (PI):
Material Finer than No.
17
200 Screen,
Percent:
~ RONE ENGINEERS, INC.
SAMPLED BY: Jason Brimingham ~
Rone Engineem
Rone Engineers RoneE ineers
Geotechnical Consultants i~1~1~1~ ~
Materials Testing
Field Moisture/Density Test Report
Proiect Purchase Order
FAIRWAYS OF RIVERCHASE
Sample Date
D3456A-01-23782 AUGUST 5, 1993
To
RIVERCHASE ESTATES LTD.
Report Date
AUGUST 17, 1993
R~ed From T~ician
JASON BRIMINGHAM
No. Moisture Content (%) Density (pct) Percent
Tee, LocationField I Optimu~ Proctor I Field Density
97 8" Si~NITARY SEWER 21.0 17.0 111.4 104.5 94.0*
LINE E STA: 1+00
LIFT/DEPTH 3' BELOW FNL
MATERIAL GRY& BRN TO DK**
98 8" SANITARY SEWER 19.0 17.0 111.4 105.5 95.0
LINE E eTA: 1+00
LIFT/DEPTH 5t BELOW FNL
MATERIAL GRY& BRN TO DK**
99 8" SANITARY SEWER 21.0 17.0 111.4 104.5 94.0*
LINE E STA: 3+50
LIFT/DEPTH 2' BELOW FNL
MATERIAL GRY& BRN TO DK**
100 8" SANITARY SEWER 19.0 17.0 111.4 105.2 95.0
LINE E eTA: 3+50
LIFT/DEPTH 4' BELOW FNL
MATERIAL GRY& BRN TO DK**
Material
NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1)
**BROWN SANDY CLAY W/GRAVEL
*DOES NOT t,t~,, PROJECT SPEC.LJ~'J. CATICNS
Rone Engi~nelre
RoneEnCneers RoReEFI 'ReeFs
GeotechnJcal Consu~ants
Materials Testing
Concrete Cylinder Test Repo~
Pro~ P~ ~der
FAIRWAYS OF RIV~C~SE
~te o~ O~e~on ~ ~e
D3-456A-01-23782
ro
RIVERCHASE ESTATES LTD.
M~q%IOLE, LINE ff-.,, STA: 2+47
Truck Ticket
~upp~ er P7 114 4 ~ F;
REDI-MIX
vfix806Number Mix Description
Weather CondWor~s
CT,RAR
, Amt:~ent Temperature
93
Co, ,.,;e~e Temperature (~')
87
'Sine Sampled Water Added
4:R5 PM 0.0 GALS
Physical Data
ACTUAL' ' SPECIFICATIONS
SLUMP ( in. ) 3
)oncrete Cylinder Test(s)
SPECIFICATIONS
spe~,en Age
18 7
19 28
20 28
Test D~te
08/12/93
09/02/93
09/02/93
ACTUAL
Tot Load Compressive Streng1~
(~b~.) (ps~
78000 2760
Required
3000
A Area 28.2.7 sq. ~.
Dudng031Method est~MMe~c 39 S~d~ ~ x ~ JASON BRIMING~ "
~ ~d/or ~n
NAT~ D. ~IER/MIKE G~ETT (1), CITY OF COPPELL/~Y DAVIS (1)
, Rone Engineers
Rone Engineers Ron ineers
Geotechnical Consultants
Materials Testing
Concrete Cylinder Test Report
FAIRWAYS OF RIVERC~AgE
D3-456A-01-23755 !992
ro
RIVERCHASE ESTATES LTD.
D~e o! Ol:~erv~on
t.TTTT.¥ 96, 1993
· Ambisnt Temperature
IC~r, cre~e Te,,,p=,mture (°F)
I~me Sampled Water Added
~hysicat Data
ACTUAL ' SPECIFICATIONS
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Age I Tot Load Compressive S1rencjltl S'~'~ng~ Required
(Days)I Test Date
89000 3150 4200
$ NoPeC~,en ~
9 7 08/02/93
10 28 08/23/93
11 28 08/23/93
Test Method St~mdard 6' x 1 ~'
I CONTRACTOR
Re~arks and/or O~n
NAT~ D. RIER/MIKE G~ETT (1), CITY OF COPPELL/~Y DAVIS (1)
* All info~ation is as supplied by cylinder fabricator.
RoneEngln~eer=