Four Seasons 1-LR 911001CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 JO8 NO.: 556.2
PR~ECT: Proposed Four Seasons Distribution
Center
Paving Truck Parking 15' N. of Curb &
LOCATK)N: 20' W. of Fire Lane
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
TO: NATCON, Inc.
DATE CAST: 10/01/91
SPECIfiCATION: 3000 PSI
QUANTITY REPRESENTED: 42/270 yds.
M. Johnson
SAMPLED BY:
BY ORDER OF:
10/29/91
DATE: 10/08/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.2~ SQ. IN,
LABORATORY NUMBER
100101 100102 100103 100104
FIELD NUMBER:
88,000 92,500 117,000 118,000
MAXIMUM LOAD, LBS:
7 7 28 28
AGE V~EN TESTED, DAYS:
3110 3270 4140 4170
COMPRESSIVE STRENGTH, PSI:
3190 4160
AVERAGE STRENGTH, PSI:
~ ~EAK: ~NIC~ (U.N.O.)
~Ks: Does comply with Specification
METHOD OF CURING: FIELD I DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 75 -F M~X 7 8'F,
T~E OF 8AMPLE: 07: 45
80URCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
10/02/91 TRANSPORTED SY
MIX CODE:
AIR CONTENT
Reed
5.40 ~. ~.UMP 4 · 5 ,NONES
PICK-UP CHARGE: YE_.S I~
TICKET NO.:
22-65836
UNIT WEIGHT PCF
YIELD CF/CY
D ISTRIBUTI~* (1) NAT CON, Inc./Mr. John Fisher ~~~
(~ Bradford Com?anies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison SIGNED
(1) Slider & Associates/Mr. Tim Slider
(1)vCity of Coppell/Mr. Larry Davis 1 3
TESTM~H~S: ASTM Ca1, C~, C1~, C1~. 0192, C231, ORC1~ pADF OF ....
2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019
reed engineering
GEOTECHNICAI- CONSULTAN
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 JOB NO.: 5 5 6 . 2 DATE CAST:
PROJECT: Proposed Four Seasons Distribution SPECIFICATION:
Center
Truck Parking Approx. 70I from So Curb QUANTITY REPRESENTED:
L~A~: to 120' from Fire Lane
WSI Architects SAMPLED aY:
ARCHFFECT/ENGINEER:
NATCON i INC · BY ORDER OF:
10/29/91
,EPORTEDTO: NATCON, Inc. DATE: 10/08/91 ORDERNOMSER:
10/01/91
3000 PSI
117/270 yds.
H. Johnson
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-~8.2~ SCi, IN.
LABORATORY NUMBER
100105 100106 100107 100108
FIELD NUMBER:
95,500 98,000 122,500 124,000
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED. DAYS:
3380 3470 4330 4390
COMPRE881VE STRENGTH, PSI:
3430 4360
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
.E~KS: Does comply with Specification
METHOD OF CURING: FIELD i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 8 eF MIX 8 ~F,
HE OF ~.PLE: 08: 3 0 ~.
10/02/91 TRANS.ORTED BY Reed
AIR CONTENT 6 · 00 %. SLUMP
PICK-UP CHARGE:
4 · 5 INCHES
YE..~ N~
~:)URCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
MIX CODE: TICKET NO.:
1' 22-65844
UNIT WEIGHT PCF
YIELD CF/CY
ST,IS'' (1) NATCON, Inc./Mr. John Fisher
) ~dford Com~anies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
(1)~'City of Coppell/Mr. Davis
Larry
TE~ METHODS:
2424 STUTZ DRIVE · SUITE 400
SIGNED
2
ASTM C31. C39, 0143. C173, C192, C231,ORC1064 PAOF OF
· DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 JOB NO.: 556. 2
DATE CAST: 1 O/01/91
PR~ECT: Proposed Four Seasons Distribution
Center
Truck Parking Approx. 70' N. of S.
L~^~N: Curb & Approx. 220' W. of Fire Lane
WSI Architects
ARCH~ECT~NGINEER:
NATCON, INC.
CONTRACT~:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3000 PSI
QUANTITY REPRESENTED: 2 2 3/2 7 0 yds.
H. Johnson
SAMPLED BY:
BY ORDER OF:
10/29/91
DATE: 10/08/91 ORDER NUMBER:
(6 ~ 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN.
LABORATORY NUMBER
100109 100110 100111
F~ELD NUMBER:
94,000 99,000 124,500
MAJQMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3320 3500 4400
COMPRE881VE STRENGTH, P~:
3410
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
100112
123,000
28
4350
4380
M~ OF CUR,NG: ~,E'D 1 DAYS. U~O~TORY ~ROU 10/02/91 TRANSPORTED aY Reed
TEMPERATURE: AMBIENT 7 9 'F MIX 8 ~F, AIR CONTENT 5 · 8 0 ~b, SLUMP
4.5 INCHES
I~ME OF 8AMPLE: AM/PM, PICK-UP CHARGE: YE_~S
8OURCE OF CONCRETE: Pioneer M~X CODE: 1 ~ TICKET NO.: 2 2--6 58 5 6
FINE A~GREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(8):
UNIT WEIGHT PCF
YIELD CF~Y
D,BTR,B~ON' (1) NATCON, Inc./Mr. John Fisher
(1) Bradford Com?anies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider S,GNED
(1) City of Coppell/Mr. Larry Davis 3
TEST METHODS: A~TM C 31, C 3g, O 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~OO19