Country Estates-LR 920917Rone Engineers
Geoiechnical Consuttanis
Materjals Testing
~~gin'
r
Concrete Cylinder Test Report
Project Purchase Order
COUNTRY ESTATES
Number Date of Otxervation Report Date
D2-211A-01-19014 SEPT. 1, 1992 SEPT. 17 1992
o
H.T. ARDINGER C/O NATHAN MAIER
Location
INLET TOPS, INTERSECTION BETHEL SCHOOL RD AND HARRIS
Con or
E ALFORD
SuI~tTTIMORE P~ Truck Ticket
284 090483
M3
umber Mix Description
8
Weather Conditions Ambient Temperature (°F~ Concrete Temperature (°F)
CLOUDY 78 90
l S led
~~:~~ PM Water Added
0.0 GALS .
Physical Data
ACTUAL ~ ~ SPECIFICATIONS
SLUMP (in.) 3
Concrete Cylinder Test(s)
ACTUAL SPECIFICATIONS
Specimen Age Tot Load Compressive Strength Strength Required
No. (Days) Test Date (Ibs) (ps) (psi)
I
4 7 09/08/92 114000 4030
3000
5 28 09/29/92
6 28 09/29/92
7 HOLD HOLD
Curing Method Test Method Standard G x 1~ Engineer[1~ec
h
nician
ASTM C 31 ~
~
ASTM C 39 Area 28.27 sq. in. LANNY GIST CRONE )
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT (1) , NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAMS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1)
I~1~~ o~~e C^^~
IJMRATONS: Tha test result prssanted herein were errpued based upon the sper~tfe samples provided for testlng. We assume rro reapon~sibll~ty for • •_.._ _...°•..v.•• _
vanatlon In ouallty (eomposioort, appearance, periortnance. etc) or any Diner tasarr of armiler wbpct metier povided by persons or condltlons over which
~..- nno~ ne convol. Our reQen and rcxrs are !or »ie erdvsive use o the Glenb m venom they are addressed.
Rune Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
_-~_
Field Moisture/Density Test Report
Project Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-19097 SEPT. 8, 1992 SEPT. 17, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
GARY MOORE CRONE)
Test
L
ti Moisture Content (% ) Density (pcf) Percent
No. oca
on Field Optimum Proctor Field Density
26 LOT 12, BLOCK A 17.0 16.5 108.2 113.5 105.0
LIFT/DEPTH 1' BELOW FP
MATERIAL TN & BR SI CL
27 LOT 11, BLOCK A 18.0 16.5 108.2 103.2 96.0
LIFT/DEPTH 6' BELOW FP
MATERIAL TN & BR SI CL
28 LOT 11, BLOCK A 17.0 16.5 108.2 107.0 99.0
LIFT/DEPTH 5.5 BELOW FP
MATERIAL TN & BR SI CL
29 LOT 10, BLOCK A 18.0 16.5 108.2 110.0 102.0
LIFT/DEPTH 4' BELOW FP
MATERIAL TN & BR SI CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT (1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Note: Contractor provided estimated locations and depths below FP.
LIMITATIONS: The test results presented herein were prepared based upon the soeci@c samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, etc.) or any other feaNre of similar subject matter provided by persons or conditions over which
~~~ have no !-orttmr. Our letters and reports are for the exclusive use of the clients to whom they are addressed.
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
M~
Field Moisture/Density Test Report
Protect Purchase Order
COUNTRY ESTATES
Number Sample Date Report Date
D2211A-O1-19069 SEPT. 4, 1992 SEPT. 17, 1992
To
H.T. ARDINGER C/O NATHAN MAIER
Received From Technician
GARY MOORE CRONE)
Test
N +
LOCatIO(1 Moisture Content (%) Density (pct} Percent
o. Field Optimum Proctor Field Density
23 SANITARY SEWER SERVICE 18.0 17.9 104.9 100.8 96.0
LOT 4
LIFT/DEPTH 2.5' BELOW FNL
MATERIAL GR SA CL
24 8" WATER, SHOREWOOD DR. 22.0 17.9 104.9 101.0 96.0
STA: 7+10 (PAVING STA.)
LIFT/DEPTH 2' BELOW FNL
MATERIAL GR SA CL
25 8" WATER, SHOREWOOD DR. 21.0 17.9 104.9 99.5 95.0
STA: 8+10 (PAVING STA.)
LIFT/DEPTH 2' BELOW FNL
MATERIAL GR SA CL
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
H.T. ARDINGER C/O NATHAN MAIER/MIKE GARRETT ( 1), NATHAN D. MAIER/
MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1), E.J. ALFORD/ (1),
H.C.H. CONSTRUCTION/JEFF HICKS (1
Note; Location and Sta: provided by contractor.
~-~- o,...e ~.......,...._
Until to t IONS: The test results presented herein were prepared based upon the soecitic samples provided for testing. We assume no responsibility for
variation in quality (composition, appearance, performance, eta) or any other feature of similar subject matter provided by persons or conditions over which
•ne have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressetl.