Freeport NIP(4)-LR 960515 (2)REPORT NO.:
PROJECT:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
dOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
35
Freeport North
Pavin~ - 60'S, 50'E of ~ buildin~
corner
05/15/96
3500 PSI
30/300 yds
ARCH~NGINEER: Gromatzky Dupree & Associates
co~c~,: McFadden & Miller
,E~,~DTO: M.E.P.C. American Properties D^~:
SAMPLED BY:
BY ORDER OF:
05 / 22 / 96ORDE. NU.SER:
B. Ray
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TE~I'ED, DAYS:
COMPRE~81VE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN051501
89,600
7
3170
LASQRATORY NUMBER
FN051502
28
FN051503
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT °F MIX
75 83
T,ME OF SAMPLE: 07: 30 ~'
SQURCE OF ~.C.~E: TXI
'F,
05/16/96
TRANSPORTED BY
AIR CONTENT q%,
4.30
Reed
8LUMP
INCHES
5.50
NO
FICK-UP CHARGE:
MIX CODE: 96 & 3
nCK~ NO.: 589831
FINE AGGREGATE:
COAP..~E AGGREGATE:
WATER:
CEMENT:
FLY ASN:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McC~
mSm,B~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut,
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis S,GNE
(1) City of Coppell/Mr. Lee Stone
~ METHOOS: AS~ C 31. C ~, C 1~ C 17~ C 1~, C ~1, OR C 1~ PAGE 1 ~ 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3504)019
reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPOFIT
GEOTECHNICAL CONSULTANTS
35 JOBNO,: 2317.5
Freeport North
paving - 130'S, 70'E of NE building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
ARCHITECT~NGINEER: Gromatzky Dupree & Associates
SAMPLED BY:
CONTRACTOR:
REPORTED TO:
McFadden & Miller .YORDEROF:
M.E.P.C. American Properties DATE: 05/22/gGOR~RNUM~R:
05/15/96
3500 PSI
180/300 yds
B. Ray
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE $¥RENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN051504
82,800
7
2930
LABORATORY NUMAR
FN051505
FN051506
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AIdPt. E:
SOU.CE OF CONCRETE: TX I
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/16/96 Reed
BF MIX *F, AIR CONTENT %, SLUMP
78 84 4.00
AM~PM, PICK-UP CHARGE:
INCHES
5.25
NO
M*X COOE: 9 6 4 3 TICKET NO.: 5 9 0 1 5 5
UNIT WEIGHT PCF
YIELD CF/CY
McC~
~mm~mON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNE
(1) City of Coppell/Mr. Lee Stone
TEST M~H~$: ~ C 3,. C ~. C Id. C ,~. C 192. C ~1. OR C ]~ PAG; 2 OF 2
2424 STU'1-Z DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19