Freeport NIP(4)-LR 960322 (2) 24
REPORT NO.:
Freeport North
Panel - #39
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/22/96
4000 PSI
10/270 yds
~C,~a,G,NEER: Gromatzky Dupree & Associates
CO,T~m: McFadden & Miller
M.E.P.C. American Properties CA~:
REPORTED TO:
SAMPLED BY:
BY ORDER OF:
03/29 / 96OROER NUMEER:
E. Yerian
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
FIELD NUM8ER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN032201
89,000
7
3150
LASORATORY NUMBER
FN032202
FN032203
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
nME OF ~MPLE: 07: 20
SOURCE OF CONCRETE: TXI
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
"F MIX
50 64
TRANSPORTED BY
03/23/96 Reed
*F, AIR CONTENT %. SLUMP
PICK-UP CHARGE:
M,x CODE: 3 9 TICKET NO.: 5 5 8 7 6 2
UNIT WEIGHT
YIELD
INCHES
5.25
NO
PCF
CFICY
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
~ST METH~S: ASTM C 31, C ~, C 1~. C 173, C 192. C ~1. ~ C 1~ PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
24
Freeport North
~ECT:
Panel - #28
LOCA~N:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/22/96
4000 PSI
160/270 yds
ARCM~ECT~INEER: Gromatzky Dupree & Associates
CO.T~*~OR: McFadden & Miller
RE~mTEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
03/29 / 96ORDER NUMAR:
E. Yerian
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSi:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN032204
64,500
7
2280
LABORATORY NUMBER
FN032205
28
FN032206
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~A~MPLE:
10:10
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
MIX
62 68
TRANSPORTED BY
03/23/96
AIR CONTENT %,
Reed
SLUMP
5.50
PICK-UP CHARGE:
MIX CODE: 39
~KETNO.: 559087
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
D,Sm,S~,O.: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCra.r~.:
(1) City of Coppell/Mr. Larry Davis S~NF~_,
(1) City of Coppell/Mr. Lee Stone
TESTMETHOOS: ASTM C31, C39, C 143. C 173, C192. C231,ORC 1064
1 ·
PAO~ 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019