Freeport NIP(4)-LR 960326reed engineering
REPORT NO.:
PROJECT:
LOCATION:
25
Freeport North
Tilt wall panel - #38
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/26/96
4000 PSI
10/270 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
CO,T~CTOR: McFadden & Miller
M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
o4/23/96
04 / 02 / 96ORDER NUMSE.:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINOER 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:
FN032601
95,000
7
3360
LABORATORY NUMBER
FN032602
143,000
28
5060
Does comply with Specification
FN032603
145,600
28
5150
5110
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 3 0
~OURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
DAYS, LABORATORY FROM
1
· F MIX
34 53
TRANSPORTED BY
03/27/96 Reed
*F. AIR CONTENT %, ~LUMP
PICK-UP CHARGE:
M,x COOE: 39 TICKET NO.: 560284
UNIT WEIGHT
YIELD
INCHES
5.00
YF~ NO
PCF
CF/CY
(1) M.E.P.C. American Properties/Mr. Re Ahm~
(1) McFadden & Miller/Mr. Jon Jacobsen
~) Gromatzky Dupree & Associates/Mr. Scott MOOs~N~~ ---
City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TESTM~HOOS: AS~ C31. C~, C1~, C 173, C192, CWi, ORC t064 PAGE 1 OF 2
2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350.(X)1u
reed engineering
REPORT NO.:
PROJECT:
LOCATION:
25
Freeport North
Tilt wall panel - #44
GEOTECHNICAL CONSULTANT~
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/26/96
4000 PSI
150/270 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
CO~mACT~: McFadden & Miller
M.E.P.C. American Properties OATE:
SAMPLED BY:
BY ORDER OF:
o4/ .3/96
04 / 02 / 96ORDER NUMBER:
B. Lucas
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:
FN032604
84,500
7
2990
LABORATORY NUMBER
FN032605
145,000
28
5130
Does comply with Specification
FN032606
143,200
28
5060
5100
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX *F,
35 58
~.E OF ~"P~: 09: 35 ~'P~
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
03/27/96 Reed
AIR CONTENT %, SLUMP
INCHES
7.00
NO
PICK-UP CHARGE:
M,X CODE: 39
TICKET NO.: 560320
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT PCF
YIELD CFICY
DSTRIBU~ON: (1) M.E.P.C. American Properties/Mr. Re Ah~
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCs,~,~~ '--
(1) City of Coppell/Mr. Larry Davis
~(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31, C ~, C 14, C 173, C 192, C ~1, ~ C 1~ PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019