Four Seasons 1-LR 911023CONCRETE
NOV 2 6 991
engineering
i GEOT'ECHNICAL CONSULTANTS
TEST REPORT
REPORT NO.: 14 ~OB NO.: 5 5 6. 2
PROJECT: Proposed Four Seasons Distribution
Center
Floor Slab Approx. 30'N. of S. End of
LOCATION: Bldg. Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
DATE CAST: 10/23/91
SPECIFICATION: 3000 PS I
OUANTITY REPRESENTED: 31/300 yds.
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
11/2o/91
DATE: 10/3 O/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~O. IN. LABORATORY NUMBER
102301 102302 102303 102304
FIELD NUMBER:
96,000 97,000 127,000 126,000
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3400 3430 4490 4460
COMPRESSIVE STRENGTH, PSi:
3420 4480
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD
i DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 65°F
TIME OF SAMPLE: 0 8
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
M,X 7 ~,
MIX CODE:
10/24/91 TRANSPORTEDBY
AIR CONTENT
1304
Reed
%, SLUMP
PICK-UP CHARGE:
TICKET NO.:
YE~
21-459788
UNIT WEIGHT
YIELD
5INCHES
NO
PCF
CFIOY
TRIBUTION' (1) NATCON, Inc./Mr. John Fisher
~) 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
c/.1) City of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C31, C~, C143, C173, C 192, C231, ORC 1~
SIGNED
1 3
PAGE OF.__
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 14
~os NO.: 556. 2
PR~ECT: Proposed Four Seasons Distribution
Center
L~AT,ON: Floor Slab (F) Approx. 170'S. of N.
End of Bldg. Slab
WSI Architects
ARCH~ECTIENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
DATE CAST: 10/23/91
SPECIF~ATION: 3000 PS I
QUANTITY REPRESENTED: 138/300 yds ·
SAMPLED BY:
BY ORDER OF:
11/20/91
DATE: 10/30/91 ORDER NUMBER:
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~Q. IN.
LABORATORY NUMBER
102305 102306 102307 102308
FIELD NUMBER:
89,000 92,000 119,500 121,500
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3150 3250 4230 4300
COMPRESSIVE STRENGTH, PSI:
3200
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4270
METHOD OF CURING: FIELD i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 0 'F MiX 7 eF,
TIME OF SAMPLE: 08: 4 0 AM/__~,
10/2 4/91 TRANSPORTED BY
AIR CONTENT
SOURCE OF CONCRETE: MIX COOE:
Pioneer 1304
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
%, SLUMP 4 · 5 INCHES
PICK-UP CHARGE: Yr~ NO
TICKET NO.:
21-459798
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 S,GNED
(1) City of Coppell/Mr. Travis Crump 2
TESTMETH~S: ASTM C31, C~ C 1~, C173, C 192, C~I, ORCI~ PAGF OF.__
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350~OO19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: ].4
JOe NO.: 556. 2
PR~ECT: Proposed Four Seasons Distribution
Center
Floor Slab Section (F) Approx. 90'S.
L~AT'ON:of N. End of Bldg. Slab
WSI Architects
ARCHITEC~ENQINEER:
NATCON, INC.
CONT~C?OR:
REPORTED TO: NATCON, IRc.
DATE CAST: 10/23/91
SPECIFICATION: 3000 PSI
QUANTITY REPRESENTED: 245/300 yds.
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
11/20/91
OA~: 10/30/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SC). IN.
LABORATORY NUMBER
FIELD NUMBER: 102309 102310 102311 102312
83, 000 85, 000 122, 500 124, 000
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
2940 3010 4330 4390
COMPRESSIVE STRENGTH, PSI:
2980 4360
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD
1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 1 eF
TIME OF SAMPLE: 10: 10
SOURCE OF CONCRETE:
7 ~F.
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
10/24/91 TRANSPORTED BY
AIR CONTENT
Pioneer MIX CODE:
1304
Reed
%, SLUMP 4. 75 INCHES
PICK-UP CHARGE: YL~ ~
TICKET NO.:
21-459808
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
(1) City of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C31, C~, C 1~, C173, C 192, C231, ORC 1~ PAGE
3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-O019