Freeport NIP(4)-LR 960508 33
Freeport North
Pavin~ - 35'S, 150'W of SE buildin~
corner
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
231'7.5
JO~ NO.:
QUANTITY REPRESENTED:
05/08/96
3500 PSI
30/340 yds
~C~NeiN~,: Gromatzky Dupree & Associates
SAMPLED SY: L. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
'BY ORDER
06/05/96
05/15/96~D~
Client
(8 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SO. IN.
FIELD NUMBER:
Id,'UGIdUM LOAD. LBS:
AGE WHEN TESTED. DAYS:
COMPRE~81VE STRENGTH, P~:
AVERAGE ~rRENGTH, PSI:
TYPE SREAK: CONICAl. (U.N.O.)
LABORATORY NUMBER
FN050801 FN050802 FN050803
85,000 108,400 112,100
7 28 28
3010 3830 3960
Does comply with Specification
3900
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
hue OF sAMP, ~: 07: 45
SOu,cE OF CO, C,~E: TX I
FINE AQQREGATE:
~ AGGREGATE:
WATER:
CEMENT:
FLY A,.~I:
N~dIXTURE(8):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/09/96 Reed
eF MIX "F, AiR CONTENT %, ~LUMP INCHES
62 89 3.90 6.50
uix CODE: 9643 ~CK~ ,O.: 585379
UNIT WEIGHT PCF
YIELD CF/CY
=$m=UT~,: (1) M.E.P.C. American Properties/Mr. Rob Ahmutv
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE~ uzmcos: ~ c ~,. c ~. c ,~. c ,~. c ,,2. c ~,. ~ c ,~ .~; 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
33
Freeport North
Paving - 5'N, 30'W of SE building
corner
DATE CAST:
SPECIFICATION:
QUANTn'YREPRESENTED:
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
~,~o~: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED
05/08/96
3500 PSI
190/340 yds
SAMFtED BY: F. Palmer
BY ORDER OF:
06/05/96
05/15/96~DERNUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-25.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: FN050804
FN050805
89,200 116,200
7 28
3150 4110
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P~:
AVERAGE STRENGTH, PSI:
FN050806
122,200
28
4320
TYPE ~K: CONIC~ (U.N.O,)
,EM~KS: Does comply with Specification
4220
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 15
SOURCE OF CONCRETE: TX I
FiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
i 05/09/96
'F MIX CF,
78 82
TRANSPORTED BY
Reed
AIR CONTENT e/e, St. UMP
5.20
PICK4JP CHARGE:
INCHES
5.00
NO
M,X COOE: 9643 TICKET NO.: 585674
UNIT WEIGHT
YIELD
PCF
CF/CY
D,~,,B~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty~,
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCrory
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TESTMETH~S: ASTM C31, C~, C1~, C1~, C 192, C~I. ORC
PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504)019