Freeport NIP(4)-LR 960322 24
REPORT NO.:
Freeport North
PROJECT:
Panel - #39
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
QUANTITY REPRESENTED:
03/22/96
4000 PSI
10/270 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
CO.T~CT~: McFadden & Miller
REd. Dm: M.E.P.C. American Properties DATE:
SAMPLEO BY:
BY ORDER OF:
04/ 9/96
03 / 29 / 96ORDER NUMBER:
E. Yerian
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
~BORA~RY NUMBER
FN032201 FN032202 FN032203
89,000 131,000 127,000
7 28 28
3150 4630 4490
Does comply with Specification
4560
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
07:20
TXI
50
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/23/96 Reed
eF MIX CF, AIR CONTENT e/e, SLUMP INCHES
64 5.25
A.~: P,CK-UP C.ARGE: Y~ .O
M,x ccoE: 3 9 TICKET NO.: 5 5 8 7 6 2
UNIT WEIGHT PCF
YIELD CF/CY
DI~R,BUT,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McC]
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST MET~DS: ASTM C 31, C ~. C 1~, C 1~, C 192, C ~1, OR C 1~ PAGF.~L_OF._.2~.
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35C~5600 · (FAX) 214/3504X)19
24
REPORT NO.:
Freeport North
Panel - #28
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
2317.5
QUAN~TYREPRESENTED:
03/22/96
4000 PSI
160/270 yds
~T,M~Ne~NEE,: Gromatzky Dupree & Associates
~MPLED BY: E. Yerian
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DAm:
BY ~DER ~:
o4/19/96
03/29/96mOE. NUMBE.:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.2e.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN032204 FN032205
64,500 102,800
7 28
2280 3640
Does not comply with specification
3630
FN032206
102,000
28
3610
METHOO OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT °F MIX
62 68
TIME OF
· OURCE OF CONCRETE: TX I
TRANSPORTED BY
o3/23/96
AIR CONTENT %,
Reed
~I. UMP INCHES
5.50
PICK-UP CHARGE: YF.~ NO
.~x COOE: 3 9
TICKET NO.: 5 5 9 0 8 7
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
D~TRIB~i~: (1) M.E.P.C. American Properties/Mr.
(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
UNIT WEIGHT PCF
YIELD CF/CY
Rob
SIGN."
TEST METHOOS: ASTM C 31. C 39, C 143. C 173, C 192, C 231. OR C 1064 PAGF.._2~_.OF._2~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019