Four Seasons 1-LR 911021 (2) reed engineering
COHCRETE COMPRESSIOH TEST REPC~qT
REPORT NO.= 10 JOB NO.: 556 . 2
PRO~ECT: Proposed Four Seasons Distribution
Center
Slab On Grade Approx. 135' W. of E.
L~AT~N: Side of Bldg. & 10' N. of S. Side Bldg.
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SAMPLED BY:
BY ORDER OF:
11/10/91
DATE: 10/28/91 ORDER NUMBER:
DATE CAST: 10/21/9 1
SPECIFICATION: 3 000 PS I
QUANTITY REPRESENTED: 11/295 yds.
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
102101 102102 102103
FIELD NUMBER:
89,500 90,000 119,000
M~IMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3170 3180 4210
COMPRESSIVE STRENGTH, PSI:
3180
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4290
102104
123,500
28
4370
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 10/2 2/9 1 TRANSPORTED aY Re ed
TEMPERATURE: AMBIENT 5 8 "F MIX 6 7'F, AIR CONTENT %, SLUMP
5.2 5 INCHES
TIME OF SAMPLE: 07 : 2 5 A~]~,
PICK-UP CHARGE:
NO
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE:
Pioneer 1304
TICKET NO.:
22-66428
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
city of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C31. C39, C143. C 173. C192. C231. ORC 1064
1
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.: 10 .~OB NO.: 5 56.2 DATE CAST: 1 O/2 1/9 1
PROJECT: Proposed Four Seasons Distribution SPECIRCAT~)N: 3000 PSI
Center
Slab On Grade Approx. 135'W of E Side Bi~NT,~REP,ESENTED: 138/295 yds.
LOC^T,ON: Bldg. Pad & Approx. 110' N of Side of
WSI Architects H. Johnson
ARCHITECT/ENGINEER: SAMPLED BY:
NATCON, INC. Contractor
CONTRACTOR: BY ORDER OF:
11/18/91
REPORTED TO: NATCON ! Inc. DATE: 10/2 8/9 1 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER
102105 102106 102107 102108
FIELD NUMBER:
100,000 101,500 135,000 137,500
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3540 3590 4770 4860
COMPRESSIVE STRENGTH. PSh
AVERAGE STRENGTH, PSI:
3570 4820
~PE.R~K:~N,CAL(U.N.O.I
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 10/22/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 6 0'F MIX 7 ~=, AIR CONTENT %, SLUMP
4.7 5INCHES
TIME OF SAMPLE: 09: 10
PICK-UP CHARGE: YE~(~ NO
SOURCE
OF
CONCRETE:
MIX
CODE:
TICKET NO.:
Pioneer 1304 22-66443
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFK~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
(1) City of Coppell/Mr. Travis Crump
TE~METHODS: ASH C31, C~, C 143, 0173, C 192. C231, ORC 1~
SIGNED
2 3
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(A5600 · (FAX) 214/35(AO019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 1 0
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
JOBNO.: 556. 2
Proposed Four Seasons Distribution
Center
Slab On Grade Approx. 30' S of N end
QUANTI~ REPRESENTED:
of Bldg. Slab & 130'W of E Side of Bldg.
WSI Architects
SAMPLED BY:
DATECAST: 10/21/91
SPEC,FICATION: 3000 PSI
233/295 yds.
H. Johnson
Contractor
BY ORDER OF:
11/18/91
DA~: 10/28/91 ORDER NUMBER:
($ X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. LABORATORY NUMBER
102109 102110 102111
FIELD NUMBER:
91,000 89,500 126,000
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3220 3170 4460
COMPRESSIVE STRENGTH, PSI:
3200
AVERAGE BTRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
102112
127,000
28
4490
4480
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 i°F MIX 7
TIME OF SAMPLE: 11: 0 5
10/22/91 TRANSPORTED BY
AIR CONTENT
SOURCE OF CONCRETE: Pioneer MIX CODE: 1304
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
%. SLUMP 4 · 7 9NcHES
PICK-UP CHARGE: YEg~ NO
TICKET NO.:
22-66459
UNIT WEIGHT PCF
YIELD CF/CY
ISTRIBUTION* (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 SIGNED
(1) City of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C31, C~, ClX, C173, C 192, C231, ORC
PAGE
3 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(~0019