Freeport NIP(4)-LR 960515REPORT NO.:
PROJECT:
LOCATION:
35
Freeport North
Pavin~ - 60'S, 50'E of NE buildin~
corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/15/96
3500 PSI
30/300 yds
ARcHrmc'r=NG~NEER: Gromatzky Dupree & Associates
Co.'r~CTOR: McFadden & Miller
~mTEDTe. M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
06/1 ./96
05 / 22 / 96ORDEn
B. Ray
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, F~I:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN051501 FN051502 FN051503
89,600 116,900 115,000
7 28 28
3170 4130 4070
Does comply with Specification
4100
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
· OURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
07:30
TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/16/96 Reed
'F MIX *F, AIR CONTENT e/e, SLUMP INCHES
75 83 4.30 5.50
Ak~P~ PICK-UP CHARGE: Y~ NO
M,X CODE: 9643 ~CKET NO.: 589831
UNIT WEIGHT PCF
YIELD CF/CY
Om~S~,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut¥__.
(1) McFadden & Miller/Mr. Jon Jacobson r ~'~ ~ ~ --~P'-~. ~'~--~
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis ~GNED
(1) City of Coppell/Mr. Lee Stone
TE~METHODS: AS~ C31, C~, C1~, C1~, C192, C~I, ORCl~ PAG~ 1 OF.._.~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350o5600 · (FAX) 214/350-0019
35
REPORT NO.:
Freeport North
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
Paving - 130'S, 70'E of NE building
corner
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/z5/96
3500 PSI
180/300 yds
~C.~EC=~,NEER: Gromatzky Dupree & Associates
com~: McFadden & Miller
,amm~DTO: M.E.P.C. American Properties D^TE:
SAMPLED BY:
BY ~DER OF:
06/12/96
05/22/96~E,,UMSE,:
B. Ray
Client
($ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ, IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE STRENGTH. PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
~RATORY NUMBER
FN051504 FN051505
82,800 119,300
7 28
2930 4220
Does comply with Specification
FN051506
122,700
28
4340
4280
METH~ OF CUfll~: FIELD DAYS, ~BORATORY FROM TRANSPORTED BY
1 05/16/96
TEMPERATURE: ~BIENT *F MIX *F, AIR ~NTENT
78 84 4.00
TIME OF SAMPLE: AM/PM,
SOURCE O~ CO~C,ETE: TX I
FINE AGQREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXl'URE(8):
Reed
SLUMP
PICK-UP CHARGE:
INCHES
5.25
NO
MIX CODE: 9643 TICKET NO.: 590155
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIB~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ .
(1) McFadden & Miller/Mr. Jon Jacobsen ~x,) ~ ~ ..~ ~
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis S,~NE~
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ~TM C 31. C ~. C 1~, C 1~, C 192, C ~1. OR C 1~ p~; 2 ~._~.2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019