Four Seasons 1-LR 911003 reed engineering
GEOTECHNICAL CONSULTANY:~
iLPRES$1ON TEST REPORT
REeORT NO.: 3 JOB .O.: 5 5 6.2
PROJECT: Proposed Four Seasons Distribution
Center
L~ATUN: Approx. 500' E. of S.W. Approach
WSI Architects
ARCHITECT/ENGINEER:
NATCON, TNC.
CONTRACTOR:
RE~RTED TO: NATCON, IRc. DATE:
DATE CAST:
~PECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
10/31/91
10/10/91 ORDER NUMBER:
10/03/91
3000 PSI
21/400 yds.
H. Johnson
i6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-~8.26 ~Q. IN.
LABORATORY NUMBER
100301 100302 100303 100304
FIELD NUMBER:
80,000 79,500 114,000 115,000
MAXIMUM LOAD. LBS:
7 7 28 28
AOE WHEN TESTED, DAYS;
2830 2810 4030 4070
COMPRESSIVE STRENGTH, PSI;
2820 4050
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.NO.)
REMARKS: Does comply with Specification
UETHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 4 'F MIX 8 OF,
TIME OF 1~4vlPLE: 0 7: 4 5
10/04/91 TRANSPORTED BY Reed
AIR CONTENT 5 · 8 0e/~, SLUMP
PICK-UP CHARGE:
4 · 7 5,NC.ES
N~:
EOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(8):
MIX CODE: 1 ~ TICKET NO.:
Pioneer 21-459257
UNIT WEIGHT PCF
YIELD CF/CY
ISmIBUT,O.' (1) ~ATCON, Inc./Mr. John Fisher
) Bradford Com?anies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1)~lider & Associates/Mr. Tim Slider
(1)~City of Coppell/Mr. Larry Davis
2424 STUTZ DRIVE ·
SIGNED
TEST METHODS: ASTM 051, Oa~, C143, C~730 C192, C231, ORC1064
SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600
1
PAGE OF
(F:AXl 214t350-0010
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT ,O.: 3 ~NO.: 556.2
PR~ECT: Proposed Four Seasons Distribution
Center
L~ATUN: Approx. 300' from S.W. Approach
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
flEPOflTEDTO: NATCON, Inc.
DATE C'ST: 10/03/91
SPECIFICATION; 3000 PS I
QUANTITY REPRESENTED: 140/ 400 yds.
H. Johnson
SAMPLED BY:
BY ORDER OF:
lO/31/91
DATE: 1 O/1 O/9 10~OER NUMBER:
(6 · 12 INCH) NOMINAL CYLINDER SIZE: AREA-L~.L~ ~Q. IN.
LABORATORY NUMBER
100305 100306 100307 100308
FIELD NUMBER:
85,000 86,500 116,000 115,500
MAXIMUM LOAD. LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3010 3060 4100 4080
COMPRES~VE STRENGTH, PSI:
3040 4090
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (UNO.)
REa,,RKS: Does comply with Specification
METHOD 06 CURING: FIELD 1 DAYS. LABORATORY FROM 10/04 / 91 TRANSPORTED aY Reed
TEMPERATURE: AMBIENT 7 4 'F MIX 8 ~;~F. AIR CONTENT 5 · 6 0 ~, SLUMP
Ti.E OF SAMPLE: 09: 15 AM,_~. P,CK-UP
4 · 75 I~HES
YES ~1~
MIX CODE: TICKET NO.:
SOURCE OF CONCRETE: Pioneer 1, 21-45926
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT;
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DISTRISUT~N: (1) ~qATCON' Inc'/Mr' J°hn Fisher
(1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale _
I1)WSI Architects/Mr. Ray Garrison
1) ~Slider & Associates/Mr. Tim Slider SIGNED
(1)~City of Coppell/Mr. Larry Davis 2 5
TEST METHODS; ASTM C 31. C 39, C 143. C 173. C 192, C 231, ORC 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35CL0019
reed engineering
GEOTECHNICAL CONSULTAN i~
CONCRETE COMPRESSION TEST REPORT
REPORT NO.; 3
PR~ECT: Proposed Four Seasons
Center
Approx. 150' from E. S.W.
LOGAT~N: off S. Curb
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
,~a~.:556.2
Distribution
Approach 90'
REPORTEOTO: NATCON, Inc.
DATE CAST: 10/03/91
SPECIFICATION; 3000 PSI
QUANTITY REPRESENTED: 249/4 O0 yds.
H. Johnson
~dPLED BY:
BY ORDER DP;
10/31/91
DATE: 10/10/91 DARER NUMBER:
(6 a 12 INCH) NOMINAL CYLINDER ~ZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
100309 100310 100311 100312
FIELD NUMBER;
97,500 94,500 128,000 126,000
MAXIMUM LOAD. LBS:
7 7 28 28
AGE WHEN TESTED, DAYS:
3450 3340 4530 4460
COMPRESSIVE STRENGTH. PSI:
3400 4500
AVERAGE STRENGTH. PSi:
TYPE BREAK: CONICAL (U.NO.)
R~ARKS'. Does comply with Specification
METHCO OF CURING: FIELD 1 DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 7 6 eF MIX 8
TIME OF 8AMPLE: 11: 10
10/04/91 TRANSPORTED sv Reed
AIR CONTENT 4 · 8 0 ~, SLUMP
PICK-UP CHARGE:
YE.~.8
5 INCHES
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: TICKET NO.:
Pioneer 1, 21-459280
UNIT WEIGHT PCF
YIELD CFICY
DIST.IBUTI~' (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)~lider & Associates/Mr. Tim Slider
(1)~city of Coppell/Mr. Larry Davis
2424 STUTZ DRIVE
SIGNED
TEST METHODS: A~TM 031, C39. C 143, C 173, C 192, C231, ORC 1064
SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600
PAGE Of:
(FAX) 214/35(~0019
5
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 3
JOB NO.: 5 5 6.2 DATE CAST; 10/0 3 / 9 1
PROJECT: Proposed Four Seasons Distribution
Center
Approx. 200' from E. Fire lane 90'
L~ATUN; S. Curb
WSI Architects
ARCHITECT/ENGiNEER;
NATCON, INC.
CONTRACTOR:
REPORTED TO; NATCON, Inc.
SPECIFICATION:
O f f GUANTITY REPRESENTED:
SAMPLED BY;
BY ORDER OF:
10/31/91
DATE: 10/10/91 ORDER NUMBER:
3000 PSI
314/400 yds.
H. Johnson
(6 X IZ INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN. LABORATORY NUMBER
100313 100314 100315 100316
FIELD NUMBER:
84 , 500 83,500 120,000 119,500
MAXIMUM LOAD, LBS:
7 7 28 28
AGE WHEN TESTED, DAYS;
2990 2950 4240 4230
COMPRESSIVE STRENGTH, P~I:
2970 4240
AVERAGE STRENGTH, PSi:
'ri'PE BREAK: CONICAL (U.NO.)
REaARKS: Does comply with Specification
METHOO OF CURING: FIELD 1 DAYS. LABORATORY FROM 10/04/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 9 'F M~X 8 ~F, AIR CONTENT 6 . 0 0 i~, SLUMP
5 INCHES
TIME OF ~d~.~PLE: 10
PiCK-UP CHARGE:
BOURCE OF CONCRETE: Pioneer M,X CUE: 1'
FINE AGGREGATE:
COARSE AGGREGATE:
WATER':
CEMENT:
FLY ASH:
ADMIXTURE(S):
TICKET NO.:
21-459288
UNIT WEIGHT PCF
YIELD CF/CY
2424 STUTZ DRIVE
(D.~.iSTRiBUTiON. (1) I~ATCON, Inc./Mr. John Fisher
) ~r~dford Companies/Mr. Subash Gaitonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison .
(1)~.l. ider & Associates/Mr. Tim Slider SIGNED
(1)~Clty of Coppell/Mr. Larry Davis 4 5
TEST METHODS: ASTM O 31, C ag, O 143, O 173, O 192, C 231, OR C 10~14 PAOE~OF
· SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~O019
reed engineering
GEOTECHNICAL CONSULTANT~
COHCRETE COMPRESSIOH TEST REP~qT
REPORTNO.: 3 JOeNO.: 556.2 DATECAST= 10/03/91
PROJECT: Proposed Four Seasons Distribution ~PECIFICATION:
Center
Approx. 250' from E. Fire Lane, 90'
LOCATION: from S. Curb OUANTII'h'REPRESENTED:
WSI Architects
ARCHITECT/ENGINEER; SAMPLED
NATCON, INC.
CONTRACTOR: BY ORDER OF:
10/31/91
REPORTED TO: NATCON, Inc. DATE: 10/10/91 ORDERNUMSER:
3000 PSI
400/400 yds.
H. Johnson
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA.28.26 SQ. IN.
LABORATORY NUMBER
100317 100318 100319 100320
FIELD NUMBER:
84,500 85,000 119,000 120,500
MAXIMUM LOAD, LBS;
7 7 28 28
AGE WHEN TESTED, DAYS;
2990 3010 4210 4260
COMPRESSIVE STRENGTH, PSi:
3000 4240
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (UN.O.)
REMARKS: Does comply with Specification
METHOD 04: CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMSIENT 8 0 'F MIX 8 4~F,
TIME OF 8AMPLE: 01 -' 10
10/04/91 TRANSPORTED aY Reed
AiR CONTENT 6 . 0 0 e/e, SLUMP
PICK-UP CHARGE:
SOURCE OF CONCRETE: Pioneer MIX CODE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
YE_~.
5 INCHES
TICKET NO.:
UNIT WEIGHT PCF
YIELD GF/CY
IiSTRiBUTiON:(1) NATCON, Inc./Mr. John Fisher'
) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1)~lider & Associates/Mr. Tim Slider
(1)J~ City of Coppell/Mr. Larry Davis
TEST METH~8: ABTM C31, C~, C 143, O 173, C 1~2,
2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 ""
SIGNED
C 231, OR C t064 PAGE
214/350-5600 · (FAX}214/350-O019