Mansions Phase 1-LR 980605 Rone Englneer~, Inc. 112'~'~ Goodnight Lane Tel. (972) 24!-4517 -- ineers
Dallas Fcc Wo~h Dallas. Texas Metro (972) 263-1555
75229 Fax (a72~. ; 241-5:74
Concrete Cylinder Test Report
Projec~, Ma.~s~ons Dy The Lake -'urc.-.-ase Orcer
.Number 313.--D7429-183 I Date of Obsen,'ation 4/28/98 Report. Date
I
To W'estern ~im Services
~_ocat~on EUILD,i'.;G SLAB 6, NORTHEAST CORNER. 5' SOUTH. 5' WEST
Contractcr
" - '" -~ ~'~ * -:cket 93
~-,~n, 7 Truck 755 73501
Supplier _...T, IIV-C.~_
Time Samp, ed !0'20 Time Batc."ed 16'~0 Weather Cona:t',on CLOUDY
Concre[e-emperature ~:'F".., 63 Ambient Temperature ,:-'::, 70 M~x Number
Mix Description 3CCOPSI W/R Unit We gr~ '¢¢ater Addec 20 GAL_CNS
Physical Data
ACTUAL S P EC IF ICATIO N S
SLUMP (in.) 5.0
Concrete Cylinder Test(s)
I Age I i Total Load Compressive
Specimen No.. (Days) Test Date (lbs.) Strength (psi) Strength Required (psi)
93A 7 5/05 78000 2760 3000/28 DAYS
B 28 5/26 94000 3330
C 28 5/26 90000 3180
D H
Curing Method i Test blethod'1 Standard 6" x 12" Engineer/Technician D. GODBEY
ASTM C31 I ASTM C 39I Area 28.27 sq. in.
Signature: Mike Fuller. /~),~ Supervisor. CMT
Remarks and/or Distribution
Distribution:
(1 Mr. Richard E. Simmons: Western Rim Services
(1 Mr. Larry Davis: City of Coppell
(1 Mr. Mike Hodge: City of Coppell
(i Mr. Tony Martin: Newport Classic
(1 Mr. Doyle Damron: C. D. Construction Consulting
-IMITAT'.Ci';S: The test res;,.Is i:reso~:ed i:erein ¢iere crew. areal :)ase¢l Ul:,on ~t!e specific samples crc'. dec ¢cr :es:.ng. We assume no
',~SpOllS.i)i,i:¢ for variation m qualiW :COITII)OS;IIOI], apcear~,noe. De~oHli81ics. e[c .~ or ~11'/ other fea1[;re of Slml:.Or stJDjecJ ma::er provided by persons
f .'311(]:I'Fi"S over ¢..hicn v,e "sve no conJro;. O~.r lellers and 'epods 8re fcr lhe exc usive use of :he :4en:s to ¢¢ho," ~hey are ~cdreSsed.
:: .':l)W n 'eco¢:stD7429-183-98:S- _un(~ 5. ' 998