Freeport NIP(4)-LR 960320 22
REP~N4? NO.:
Freeport North
Panel - #35
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPOFIT
2317.5
JOe, NO.:
QUANTITY REPRESENTE~
03/2o/96
4000 PSI
10/270 yds
ARCH~NelNEER: Gromatzky Dupree & Associates
co~m*CT~: McFadden & Miller
RE~TEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
04/17/96
03 / 27 / 96ORDER NUMBER:
R. Thompson
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN.
LABORATORY NUMBER
RELD NUMBER: FN032001
FN032002
140,500
28
4970
MAXIMUM LOAD. LBS: 107, 000
AGE WHEN TESTED, DAYS: 7
3780
COMPRESSIVE STRENGTH, PSI:
AVERAGE ~FRENGTH, PSI:
FN032003
136,100
28
4810
~PE BR~K: CONICAL (U.N.O.]
RE~RKS: Does comply with Specification
4890
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
1 03/21/96
TEMPERATURE: AMBIENT 'F MIX
42 57
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
5.25
INCHES
TIME OF SAMPLE: 07: 10 ~U~
PICK-UP CHARGE:
vr~
NO
SOURCE OF CONCRETE: TXI M~X CODE: 3 9
TICKET NO.: 556697
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
DISTRIBUT~N: (1) M.E.P.C. American Properties/Mr. Rob Ahmu'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHOOS: ASTM C31, C~, C 1~. C 1~, C ~92. C~I, ORC 1~
McC~
PCF
CF/CY
PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
22
REPORT NO.:
Freeport North
Panel - #18
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
QUANTITY REPRESENTED:
03/20/96
4000 PSI
160/270 yds
ARCH~ECT~NGINEER: Gromatzky Dupree & Associates
coRTRAc~OR: McFadden & Miller
RE~mTEDTO: M.E.P.C. American PrOperties DATE:
~IPLED BY:
BY ORDER OF:
o4/17/96
03 / 27 / 96ORDER NUMBER:
R. Thompson
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN032004
77,500
7
2740
Does comply with
~RATORY NUMBER
FN032005
119,500
28
4230
4210
Specification
FN032006
118,500
28
4190
METHOD OF CURING: FIELC
TEMPERATURE: AMBIENT
TIME OF ~: 09: 35
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/21/96 Reed
"F MIX *F, AIR CONTENT %, SLUMP INCHES
44 58 6.00
AM/P~ PiCK-UP CHARGE: YF:~ NO
M,X CODE: 39 1]CKET NO.: 556944
UNIT WEIGHT PCF
YIELD CF/CY
D~TRI~ON:
(1) M.E.P.C. American Properties/Mr. Re AhmU~/
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~~~
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ~ C 31. C ~, C 1~. C 1~. C 1~, C ~1, OR C 1~ PAGE 2 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-0019
2