Four Seasons 1-LR 911014GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5 JOB. NO.: 5 5 6 · 2
PROJECT: Proposed Four Seasons Distribution
Center
Approx. iO'E. of N. Approach to Royal
LOCATION: LB.
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
DATE CAST: 10/14/91
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 22 / 307 yds ·
H. Johnson
SAMPLED BY:
BY ORDER OF:
11/11/91
DATE: 10/21/91 OROEnNUMBER:
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~O. IN.
lABORATORY NUMBER
101401 101402 101403
FIELD NUMBER:
98,000 99,500 127,000
M~IMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3470 3520 4490
COMPRESSIVE STRENGTH, PSI:
3500
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
RE~RKB: Does comply with Specification
101404
128,000
28
4530
4510
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 72 -F MIX 79'F,
TIME OF ~MPLE: 0 7: 4 0
10/15/91 TRANSPORTED BY Reed
AIR CONTENT 4. 20 ~. SLUMP 4 · 75 INCHES
PICK-UP CHARGE: YES; I~
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 4 2 0 0 TICKET NO.: 2 1-- 4 5 9 5 6 0
UNIT WEIGHT PCF
YIELD CF/CY
n, STR,~T,~' (1) NATCON,.Inc./Mr. John Fisher
(~ ~radford Companies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Jr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
~1) city of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C31, C~, C143, C173, C192, C231, ORC1~
SIGNED
1 4
PAGE OF,...___
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
(3EOTECHNICAL CONSULTAI~ ~.
CONCRETE COMPRESSION TEST REPORT
REPORT "O.: 5 JOB ,O.: 55 6. 2
PROJECT: Proposed Four Seasons Distribution
Center
Approx. 75' S.E. of N. Approach at
LOCATION:
Royal Ln.
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SAMPLED BY:
BY ORDER OF:
11/11/91
DA'E: 10/2 1/91 ORDER NUMBER:
DATE CAST: 10/14/91
S,EC~F,CAT,ON: 3000 PSI
OUARTI~,EPRESENTEO: 109/307 yds.
H. Johnson
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN.
lABORATORY NUMBER
101405 101406 101407
FIELD NUMBER:
94,500 96,500 124,500
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3340 3410 4400
COMPRESSIVE STRENGTH, PSI:
3380
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O,)
REMARKS: Does comply with Specification
101408
123,500
28
4370
4390
METHOD OF CURING: FIELD 1 DAYS, ~RATO.Y rRO~ 10/15/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 4 °F M~X 8 1°F. AIR CONTENT 4. 6 0 ~. SLUMP
TIME OF EAMPLE: 09: 15 AM__~. PICK-UP CHARGE:
4 · 5 INCHES
YES I~
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: TICKET NO.:
Pioneer 4200 21-459575
UNIT WEIGHT PCF
YIELD CFICY
O,STR,BUT'ON: (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 SIGNED
(1) Slider & Associates/Mr. Tim Slider
(1) city of Coppell/Mr. Larry Davis 2
TEST METHODS: ~TM C31, C~, C1~, C175, C192, C231, ORC1~ PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO1u
4
rood engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5 JOB NO.: 556. 2
DATE CAST: 10/14/91
PROJECT: Proposed Four Seasons Distribution
Center
Approx. 175' S.E. of N. Approach at
L~^TION: Royal Ln.
WSI Architects
ARCHITECT/ENGINEER:
NATCON, TNC.
CONTRACTOR:
REPORTED T(k NATCON, Inc.
SAMPLED BY:
BY ORDER OF:
11/11/91
DATE: 1 O/21/91 ORDER NUMBER:
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 207/307 yds.
H. Johnson
(6 x 12 INCH) NOMINAL CYLINDER BIZE: AREA-28.2~ 80, IN.
LABORATORY NUMBER
101409 101410 101411 101412
FIELD NUMBER:
98,500 97,500 128,000 130,000
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3480 3450 4530 4600
COMPRESSIVE STRENGTH, PSI:
3470 4570
AVERAGE STRENGTH, PSI:
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 10/15/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 5 OF MIX 8 2'F, AIR CONTENT 5, 0 0 q%, SLUMP 5 INCHES
TIME OF ~AMPLE: 1 1 -' 2 0 AM_./~I~I, PICK-UP CHARGE: YE__S I~
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: TICKET NO.:
Pioneer 4200 21-459587
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 SIGNED
(1) City of Coppell/Mr. Larry Davis 3 4
TESTM~HODS: ASTM C31, C~, C 143, C173, C192, C91, ORC1~ PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-OO19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO,: 5 *~OD NO.: 556. 2 DATE CAST: 10/14/91
PR~ECT: Proposed Four Seasons Distribution
Center
Approx. 250' N.E. of S. Approach at
· ~ATION: Royal Ln.
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3 000 PS I
QUANTITY REPRESENTED: 2 93/3 07 yds.
H. Johnson
~AMPLED BY:
BY ORDER OF:
11/11/91
DATE: 10/21/91 ~DER NUMBF. R:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SO. IN.
LABORATORY NUMBER
101413 101414 101415 101416
FIELD NUMBER:
94,000 96,000 122,000 126,500
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3320 3400 4310 4470
COMPRESSIVE STRENGTH, PSI:
3360
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4390
METHOD OF CURING: FIELD 1 DAYS. ~RATOnY F,O, 10/15/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 78 'P MIX 84°F, AIR CONTENT 4 · 60
SLUMP 4.7 5 INCHES
TIME OF 8AMPLE: 01: 00 A~J~.
PICK-UP CHARGE:
YES I~
~OURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Pioneer MIXCODE: 4200
TICKET NO.:
21-459596
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION' (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. Larry Davis
TEST METHODS: AS~ C31, C~, C 1~, C173, C 192, C231, ORC
4 4
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019