Four Seasons 1-LR 911022 (2) reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO,: 12
JOB NO.:556. 2
DATE CAST: 10/22/91
PROJECT: Proposed Four Seasons Distribution
Center
Floor Slab (I-G) Approx. 15'N. of S.
LOCATION:
End of Bldg. Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 11/3 0 0 yds.
SAMPLED BY:
BY ORDER OF:
11/19/91
DATE: 10/29/91 ORDER NUMBER:
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN,
LABORATORY NUMBER
102201 102202 102203 102204
FIELD NUMBER:
102,000 103,000 129,000 131,500
M~IMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3610 3640 4560 4650
COMPRESSIVE STRENGTH, PSI:
3630
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4610
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 5 6 eF MIX 6 8'F,
TIME OF SAMPLE: 0 7: 3 0 A~I~,
10/23/91 TRANSPORTED BY
AIR CONTENT
SOURCE OF CONCRETE: Pioneer MIX CODE: 1304
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
%, SLUMP 4 · 5 INCHES
PICK-UP CHARGE: Y~ N__O
TICKET NO,:
22-66485
UNIT WEIGHT PCF
YIELD CF~Y
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
u~l) city of Coppell/Mr. Travis Crump 1
TEST METHOD$: ASTM C31, C39, C1~, C173, C192, C231, ORC1~ PAGE OF
3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICA/CONSULTANTS
COHCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 12
JOB ,O.: 556. 2
DATE CAST: 10/22/91
PROJECT: Proposed Four Seasons Distribution
Center
Floor Slab (F-G) Approx. 120' N. of S.
LOCATION:
End of Bldg. Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3 0 0 0 PS I
QUANTITY REPRESENTED: 127/300 yds.
SAMPLED BY:
BY ORDER OF:
11/19/91
DATE: 10/29/91 ORDER NUMBER:
H. Johnson
Contractor
(6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
102205 102206 102207 102208
FIELD NUMBER:
98,000 97,500 120,000 122,500
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3470 3450 4240 4330
COMPRESSIVE STRENGTH, PSI:
3460
AVERAGE STRENGTH, PSI:
TYPE RR~K: CO,,CAL (U.N.O.)
REMARKS: Does comply with Specification
4290
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 5 8
TIME OF SAMPLE: 08 *' 10 A~=~.
10/2 3 / 9 1 TRANSPORTED BY
A,. CONTE.T ~,
SOURCE OF CONCRETE: Pioneer M~XCODE: 1304
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP 4 · 75 ,NCHES
PICK-UP CHARGE: YE~ NO
TICKET NO,:
22-66496
UNIT WEIGHT PCF
YIELD CFICY
(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 2
TEST METHODS: ASTM C 31. C ~, C 1~, C 173, C 192, C 231, OR C 1~ PAGE._.__OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35C~5600 · (FAX) 214/350-OO19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 1~-
JOB NO.: 556. 2
PROJECT: Proposed Four Seasons Distribution
Center
L~AT,ON: Floor Slab (F-G) Approx. 60' S. of N.
End of Bldg. Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
DATE CAST: 10/22 / 91
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 213/300 yds.
SAMPLED BY:
BY ORDER OF:
11/19/91
DATE: 10/29/91 ORDER NUMBER:
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
LABORATORY NUMBER
FIELDNUMBER: 102209 102210 102211 102212
97,000 96,000 126,000 125,500
M~IMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3430 3400 4460 4440
COMPRESSIVE STRENGTH, PSI:
3420
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS: Does comply with Specification
4450
METHOD OF CURING: FIELD
i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 61 'P
TIME OF SAMPLE: 10: 0 0 A~(~,
SOURCE OF CONCRETE:
M~X 7 ~P.
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
10/23/91 TRANSPORTED BY Reed
AIR CONTENT %, SLUMP
Pioneer MIXCODE: 1304
PICK-UP CHARGE: YI~
TICKET NO.:
22-66511
UNIT WEIGHT
YIELD
5 INCHES
NO
PCF
CFICY
DISTRIBUTION: (1) NATCON ' Inc ' /Mr ' J°hn 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 SIGNED
(1) City of Coppell/Mr. Travis Crump 3 3
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 1"2, C ~31, OR C 1064 PAGE OF'__
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019