Four Seasons 1-LR 911108 reed engineering
CONCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 2 0
Jos NO.: 556 · 2
P~ECT: Proposed Four Seasons Distribution
Center
Floor Slab B.5, 30'N. of S. End of
L~ATION: Slab
WSI Architects
ARCH~ECT~NGINEER:
NATCON, INC.
CONTRACTOR:
DATE CAST: 11/0 8/9 1
SPECIFICATION: 3 0 0 0 PS I
QUANTIT~ REPRESENTED: 2 2 / 3 0 0
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
DATE: 11/15/91 ORDER NUMBE":
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~. IN. LABORATORY NUMBER
GVL 110801 GVL 110802 GVL 110803
FIELD NUMBER:
92,000 94,500
MAXIMUM LOAD. LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3250 3340
COMPRESSIVE STRENGTH, PSh
3300
AVERAGE STRENGTH, PSI:
TYPE SREAK: CONICAL (U.N.O.)
REMARKS:
GVL 110804
28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 11/09/91 TRANSPORTED aY Reed
TEMPERATURE: AMBIENT 4 1 'F MIX 5 5~F, AIR CONTENT ~, SLUMP
5.0 ,NC.ES
TIME OF SAMPLE: 10: 4 0 A~_~,
PICK-UP CHARGE:
NO
SOURCE OF CONCRETE: Pioneer M~XCODE: 12'
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE{S):
TICKET NO.:
22-66705
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) NATCON, Inc./Mr. John Fisher
(1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
SIGNED
TEST METHODS: ASTM C 31, C 39, C 143. C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REP~)RT
REPORT NO.: 2 0
JOB NO.: 556.2
DATE CAST: 11/08/91
PR~EC,: Proposed Four Seasons Distribution
Center
Floor Slab B.5, 120'N. of S. End of
LOCATION: Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 129/300
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
DATE: 11/15/91 ORDER?UMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. LABORATORY NUMBER
GVL 110806 GVL 110807 GVL 110808
FIELD NUMBER:
96,000 94,000
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3400 3320
COMPRESSIVE STRENGTH, PSI:
3360
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
GVL 110809
28
METHOD OF CURING: FIELD i DAYS, ~ABORATORY FRO~I
TEMPERATURE: AMBIENT 4 1 'F MIX 5 ~F,
TIME OF SAMPLE: 12: 3 0 AM~M,
11/09/91 TRANSPORTED BY Reed
SOURCE OF CONCRETE: MIX CODE:
Pioneer 12,
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
AIR CONTENT %,
SLUMP 5 · 0INCHES
PiCK-UP CHARGE: YF.~ NO
TICKET NO.:
22-66717
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) NATCON, Inc./Mr. John Fisher
(1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
81GNED
TEST METHODS: ASTM C31, C39, C143, C173, C192, C2'31, ORC1064
PAGE
2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 0
JOB NO.: 5 5 6 · 2
PROJECT: Proposed Four Seasons Distribution
Center
L~AT,ON: Floor Slab B.5, 30'S. of N. End of
Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
DATE CAST: 11/08/91
SPECIFICATION: 3000 PS I
QUANTFFY REPRESENTED: 237/300
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, IRc.
DATE: 11/15/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~Q. IN. LABORATORY NUMBER
GVL 110811 GVL 110812 GVL 110813
FIELD NUMBER:
89,000 92,000
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3150 3250
COMPRESSIVE STRENGTH, PSI:
3200
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
GVL 110814
28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 4 5 'F MIX 6 3'F,
TIME OF ~MPLE: 1: 00 AU~_M,
11/09/91 TRANSPORTED BY
AIR CONTENT
SOURCE OF CONCRETE: MIX CODE:
Pioneer 12 *
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
~b, SLUMP 5 · 0 INCHES
PICK-UP CHARGE: YB~ NO
TICKET NO.:
22-66730
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) NATCON' Inc'/Mr' J°hn Fisher ~~
(1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider S,GNED
3 3
TESTM~HCOS: ASTM C31, C~, C 1~, C173, C 192, C~I, ORCl~ PAGE OF__
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35C~O019