Freeport NIP(4)-LR 960311 19
REPORT NO.:
Freeport North
PROJECT:
Panel - #86
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JO~ NO.:
GEOTECHNICAL CONSULTANTS
03 / 11 / 96
DATE
CAST:
4000 PSI
SPECIFICATION:
60/300 yds
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CONTRACTOR: McFadden & Miller
R~ORTEDTO: M.E.P.C. American Properties DAT£:
8AMI:q. ED BY:
'BY ORDER OF:
04/08/96
03 / 18 / 9 6ORDER .UMSER: ·
F. Pitts
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ ~Q. iN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply
LABORATORY NUMBER
FN031101 FN031102
111,500 146,000
7 28
3940 5160
with
FN031103
149,200
28
5280
Specification
5220
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
09: 10
SOURCE ~ CO~CRE'r;: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMD(TURE(S):
DAYS, LABORATORY FROM
1
MIX
46 56
03/12/96
AIR CONTENT
M~X COOE: 3 9
DISTRIBUTI~: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller/Mr. Jon Jacobsen
)Gromatzky Dupree & Associates/Mr. Scott
City of Coppell/Mr. Larry Davis
-(1) City of Coppell/Mr. Lee Stone
TRANSPORTED BY
Reed
q/e, SLUMP
PICK-UP CHARGE:
TICKET NO.:
UNIT WEIGHT
YIELD
4.00
550829
INCHES
NO
PCF
CF/CY
TESTMETHOOS: ASTM C31, C39. C143. C173, C192. C231, ORC 1064
PAG~i_~--2-
2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · (FAX) 214/350-0019
19
REPORT NO.:
Freeport North
Panel - #76
LOCA'rlON:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPflE~ENTED:
03/11/96
4000 PSI
240/300 yds
AN~NGINEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
o4/os/96
03/18/96~R.UM~R:.
F, Pitts
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ, IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTEO, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE ~TRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN031104 FN031105
102,500 147,600
7 28
3630 5220
Does comply with Specification
5150
FN031106
143,500
28
5080
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
~OURCE OF CONCRETE:
FINE AGGREGATE:
COARE~ AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
01:00
TXI
DAYS, LABORATORY FROM
1
*F MIX
59 62
A~M,
°F,
TRANSPORTED BY
03/12/96 Reed
AIR CONTENT ~. SLUMP
PICK-UP CHARGE:
5.00
M,X CODE: 3 9 TICKET NO.: 5 512 4 6
UNIT WEIGHT PCF
YIELD CF/CY
INCHES
NO
McCr~
D,Sm,BUT,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHCOS: ASTM C 31, C ~, C 1~. C 173, C 192, C ~1, OR C 1~ PAG~OF._.2~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350q3019