Freeport NIP(4)-LR 960524 (2) reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
39 JO..O.: ' 2317.5 DATECAST: 05/24/96
PROJECT:
LOCATION:
Freeport North
Leave-out - 120'N, 2'W of SE building
corner
SPECIFICATION:
QUANTITY REPRESENTED:
4000 PSI
10/20 yds
~ECT~NGINEER: Gromatzky Dupree & Associates
SAM.LEDB¥: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties CATE:
BY ORDER OF:
06/2 /96
05 / 31 / 960ROER .UMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
IRELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH,
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REIdARKS:
FN052401
91,600
7
3240
LABORATORY NUMBER
FN052402
123,800
28
4380
Does comply with Specification
4350
FN052403
122,200
28
4320
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT eF MIX
84 80
~ME
OF
SAMPLE:
07: 5 0
SOURCE OF CONCRETE: TX I
'F,
TRANSPORTED BY
05/25/96 Reed
AIR CONTENT ~, SLUMP
M,X CODE: 3 9
PICK-UP CHARGE:
6.00
TICKET NO.: 5 9 6 815
INCHES
NO
FINE AGGREGATE:
COARE, E AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTe: (1) M.E.P.C. American Properties/Mr. Rob Ahm
(1) McFadden & Miller/Mr. Jon Jacobsen ~~~~
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHCOS: ASTM C 31, C ~, C 1~, C 1~, C 192. C ~1. OR C 1~ PAGF...~L~OF~
2424 STU1-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~)019