SC-Town Center E8-LR 930908 no,e RoneE ineers
Geotechnical Consultants
Ma[edals Testing
iConcrete Cylinder Test Report
Project IPurc~ase Oroer
TOWN O. ENTER ~.T.EMF. NTAR¥ - ¢.OPPRT,T,~ TF.~AS
INumber " lDn~e of Observ~on Report Date
D3-080C-01-~3798 I A[TF'.TT.c[~ Rv lqq~ ! .qRPT. R, 1993
To
C'OPPP. T,T, T . ~ . D .
Lock, on
· ~T,A~ ON GRADF. RTT~F. WAT.K AT NORTH STDF. OF RUT?,~TNG ~ ~NDT-CAP RAMPS
! K. A. SPA~K~ CONTRACTORS, INC.
Suoc~er i P~r~ lTn~ck ~'i'icKe!
iMix Numar iM~
I 8272 I .
'I cLDu 84 I 77
~me S~pled i Water Aco~
10:20 ~ 0.0 GALS
Physical Data
. ACTUAL SPECIFICA~ONS
SLUMP (in.) 5 1/2
AIR ENTRAINMENT (%) 4.9
Concrete Cviinder Test(s)
'
ACTUAL SPECIFICATIONS
speck, men i Age J Tot Load i Compressive St~ncj~ Stmng~ Required
No. I (Days) I Test Date. (lbs.) I (.OS~ (ps~
126 7 08/13/93 72000 2550 3000
127 28 09/03/93 114000 4030
128 28 09/03/93 110000 3890
129 HOLD HOLD
I
Cunng MeU'tod Tes~ Me~hocl Standard 6' x 12' ~ng~n~er/'Fecnnician
~reaZS.2.Tsq. n. I JEFF VANBLARICOM
.AS ~'~4 C 31 A~ C 39
I=lefna~s and/or Dis~ufion J:
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W.I.N.C./
MIKE ELMORE (1), S.H.W.I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC./E. J.WILLIAMS (1)
f
Flone
MM~I'ATX~%~: ,The le$~ results ~rif3m~,-~ he~etn ~ ~ ~ uoo~t ~e ~O~:~¢t ~l~e~ O~o-¢'~e~
Rone Engineers RoneEngineers
Gectec~nic~ Ccnsu',tan.',s
Materials Testing · '~5:~.:-".'~-.~-"~.~' ~ ~
GENERAL REPORT
PROJECT: TOWN CENTER ELEMENTARY REPORT DATE: 9-8-93
COPPELL - TEXAS
REPORT NO.: D3080C 24281 SAMPLE DATE: '9-1-93
CLIENT: COPPELL I.S.D.
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: Lime Treated Gray Clay
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 83.3
Optimum Moisture Content, Percent: 34.0
Additional Data
Liquid Limit (LL): n/a
Plasticity Index (PI): n/a
Material Finer than No. 200 Screen, Percent:
RONE ENGINEERS, INC. SAMPLED BY: Gary Moore
Rone El~glneers