Four Seasons 1-LR 911111 reed engineering
COHCRETE COMPRESSIOH TEST REPORT
REPORTNO.: 22 JORNO.: 556. 2
PR~ECT: Proposed Four Seasons Distribution
Center
Floor Slab Section "A", 25'S. of N.
LOCATION: End
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
DATE CAST: 1 1/1 1/9 1
SPECIFICATION: 3 0 0 0 PS I
OUANTITY REPRESENTED: 3 2/3 0 0
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
DA~: 11/18/91 ORDERNUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.2~ ~Q. IN. LABORATORY NUMBER
FS 111101 FS 111102 FS 111103
FIELD NUMBER:
91,000 93,500
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3220 3310
COMPRESSIVE STRENGTH. PSI:
3270
AVERAGE STRENGTH. PSI:
TYPE BREAK:CONICAL(U.N.O.)
REMARKS:
FS 111104
28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE:
TIME OF SAMPLE: 10: 50
11/12/91 TRANSPORTED BY Reed
AIR CONTENT %, ~LUMP
PICK-UP CHARGE:
5 · 5INCHES
YE~ NO__
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURES):
MIX CODE: TICKET NO.:
12' 22-66811
UNIT WEIGHT PCF
YIELD CF/CY
,TI I (1) NATCON, Inc /Mr John Fisher
B ON: , ' ' ·
~f ~radford Companies/Mr. Subash Galtonde
(1) Brockett. DaVls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
SIGNED
TEST METHODS: ASTM C $1, 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
COHCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 22 JOB NO.: 556. 2
PROJECT: Proposed Four Seasons Distribution
Center
Floor Slab Section "A", 150'S. of N.
LOCATION: End
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
DATE CAST: 11/11/91
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 140/300
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
DATE: 11/18/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-~,~ SO. IN. ~BORATORY NUMBER
FS 111106 FS 111107 FS 111108
FIELD NUMBER:
92,000 92,500
M~IMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3250 3270
COMPRESSIVE STRENGTH, PSI:
3260
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FS 111109
28
METHOD OF CURING: FIELD
1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 4 3"F
TIME OF ~AMPLE: 12: 15 AMPUL
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
6 ~=.
MIX CODE:
11/12 / 91 TRANSPORTED BY
AIR CONTENT %,
12'
,STRIBUTION' (1) NATCON, Inc./Mr. John Fisher
1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
Reed
~UMP 5. 29NcHES
PICK-UP CHARGE: YE~'~ NO__
TICKET NO.:
22-66826
UNIT WEIGHT PCF
YIELD CFICY
SIGNED
2
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) 214/350-001S
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 2
JOB NO.: 5 56 · 2
DATECAST: 11/11/91
PR~ECT: Proposed Four Seasons Distribution
Center
Floor Slab Section "A", 50'N. of S.
L~^T'ON:End
WSI Architects
ARCH~ECTIENGINEER:
NATCON, INC.
~NTRACTOR:
SPECIFICATION: 3 0 0 0 PS I
QUANTITY REPRESENTED: 2 3 7/3 0 0
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
DATE: 11/18/91 ~DER NUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.2~ SQ. IN.
LABORATORY NUMBER
FS 111111 FS 111112 FS 111113
FIELD NUMBER:
83000 85500 0
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
2940 3020 0
COMPRESSIVE STRENGTH, PSI:
2980 0
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FS 111114
0
28
0
0
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
1 DAYS, LABORATORY FROM 11/12/91 TRANSPORTED BY Reed
4 ..-.SF M,X 6'8 AIR CONTENT 0 · 0 0 %, SLUMP
5.75 INCHES
TIME OF 8AMPLE: 2: 15
PICK-UP CHARGE:
Y~ NC)
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S}:
MIX CODE: TICKET NO.:
Pioneer 12' 22-66841
UNIT WEIGHT PCF
YIELD CFICY
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
0
0
SIGNED
3
TEST METHODS: ASTM C 31, C ~9, C 14~, C 175, C 192, C 231, OR C 1064 PAGE OF.__
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-O019