Freeport NIP(3)-LR 951019 (2)REPORT NO.:
PROJECT:
LOCATION:
42
Craftmade
Paving - 140'S, 20'E of NE building
corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.2
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/19/95
4000 PSI
80/270 yds
ARCH~CT~NGINEER: Gromatzky Dupree and Associates SAMPLEDBY:
McFadden & Miller, Inc. B¥ORDEROF:
CONTRACTOR:
M.E.P.C. American Properties DATE: lO/26/95~DERNUMBER:
REPOR~D T~
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:
CM101901
104,600
7
3700
LABORATORY NUMBER
CM101902
CM101903
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
DAYS, ~TORY FRO.
M,X 8 5
TRANSPORTED
BY
/ 95
AIR CONTENT %,
Reed
SLUMP
4.50
INCHES
~ME OF ~AMPLE: 08: 30
SOURCE OF CONCR~E: TX I
M,X CODE: 9643
PICK-UP CHARGE: YLr~ NO
TICKET NO.: 475948
FINE AGGREGATE:
COARSE AGGREGATE:
wATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,BUnON: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~_/~/~~~
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott McCr -
(1) Eckland Consultants, Inc./Mr. Jerry Holstrur%,~ED
$(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TEST M~S: ASTM C 31, C 39, C 143. C 173. C 192. C 231, OR C 106~ PAGI; 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
41
REPORT NO.:
Cra f tmade
PROJECT:
Loading doc.k grade beam - NE side of
LOCAT,ON: building
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
CONTRACTOR: McFadden & Miller, Inc.
REPORTED TO:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
CONCRETE COMPRESSION TEST REPORT
2317.2
JOB NO.:
SPECIFICATION:
QUANTITY REPRESENTED:
10/17/95
3000 PSI
5/5 yds
SAMPLED BY: S. Boeshart
M.E.P.C. American Properties
DATE:
BY ORDER OF: C1 lent
11/14/95
10 / 24 / 9 5ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: CMl 01701
CM101702
121,500
28
4300
MAXIMUM LOAD, LBS: 9 O, 5 0 0
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSh
7
3200
CM101703
120,000
28
4240
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4270
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
i 10/18/95
TEMPERATURE: AMBIENT 8 4 'F MIX 8 9 'F.
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
3 . 0 0 ,.C.ES
YB2~ NO
TIME OF SAMPLE: 02 : 00 A~M.
PICK-UP CHARGE:
SOURCE OF CONCRETE: TXI
MIX CODE: 5
T,CKET NO.: 474506
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
O,STR,BUT,O,: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobsen
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry Hol
(1)City of Coppell/Mr. Lee Stone
1) City of Coppe'll/_Mr.TESTMETHODs:LarrVAsTM ~l,V~, C143, C173. C192. C23tORC1064 PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/35(~5600 · (FAX) 214/350-O019