Riverchase(3)-LR 930820Rone Engineers RoneE nc 'neers
Geotechnical Consultants
Materials Testing
Concrete Cylinder Test Report
Project Purchase Order
FAIRWAYS OF RIVERCHASE
D~te of Obsem,s~on F~p~rt D~e
I AUGU.~T 12: 1993 ~f~c. fTRm ~A; lqql
D3-456A-01-23899
To
RIv~CHASE ESTATES LTD.
Loc-~on
TYPE C, HEAD WALL LINE C, STA: 0+00
REDI-MIX
Mix Number Mix Descnpt~on
Weamer Conditions lament Tempera~re (~F') Concrete Temperature (~,~ ,
SUNNY
Ime Sampted Water Added
2:-15 PM 0.0 GALS
hysica{ Data
ACTUAL SPECIFICATIONS
3
Ticket
44~_66
SLUMP ( in. )
Concrete Cylinder Test(s)
No. (Days) Teet Date
21 7 08/19/93
22 28 09/09/93
23 28 09/09/93
ACTUAL
j Tot
Load Compressive St~ngltl
76000 2690
SPECIFICATIONS
St~'~n~'l Required
3000
A~TMC31 ASTMC39 A;ea 28.27 sq. in. I TED NICHOLAS (RONE)
temarks and/or Dietn~oufion
NATHAN D. MAIER/MIKE GARRETT (1) , CITY OF COPPELL/I2%RRY DAVIS (1)
· Rone Englneem
Rone Engineers
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P roiect Purchase Order
FAIRWAYS OF RIVERCHASE
Number Sample Date
D3456A-01-23925 AUGUST 13, 1993
To
RIVERCPIASE ESTATES LTD.
Location
Report Oate
AUGUST 20, 1993
Received From
Test Moisture Content (%)
Field I Optimum
No,
129 18" STORM SEWER 19.0 17.0
LINE B-l, STA: 0+75
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
Technician
JASON BRIMINGHAM
Density (pcf) Percent
Proctor I Field Density
111.4 107.2 96.0
130 RETEST ~123 THIS REPORT 20.0 17.0
18" STORM SEWER LINE C
STA: 5+95
LIFT/DEPTH FINAL
MATERIAL GR & BR TO DK BR *
111.4 108.5 97.0
Test Method
ASTM D 698 D 2922 D 30[7
Material
Remarks and/or Distribution
NATHAN D. MAIER/MIKE GARRETT (1) , CITY OF COPPELL/LARRY DAVIS (1)
*SANDY CLAY W±'i~{ GRAVEL
Rone Engineers