Park West CC(09)-LR 96080649
REPORT NO.:
PROJECT:
LOCATION: C O :me :r
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
RE~TEDTO: Myers & Crow Company, Inc.
reed engineering
Parkwest Commerce Center - II
Paving - 40'S, 45'W of SE building
GECTFECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTEO:
07/30/96
3000 PSI
50/270 yds
SAM~EDBY: M. Lawson
DATE:
BY ORDER OF:
08 / 06 / 96
ORDER
NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW073001
80,400
7
2840
LABORATORY NUMBER
PW073002
PW073003
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 8: 3 0
SOURCE OF CONCRETE: TIX
FINE AGGREGATE:
ODARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 07/31/96 Reed
*F MIX CF, AIR CONTENT %, SLUMP
82 93 4.80
PICK-UP CHARGE:
INCHES
6.00
NO
M,X CODE: 9643 TICKET NO.: 634178
UNIT WEIGHT PCF
YIELD CF/CY
D,ST.,BU~ON: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~.~.~.r~ ~)~L.V~, C143,.0173, 0192, C231,0RC1064 PAGF 1 OF 2
(1) CI'~'''';'~''' * T~*~'=t"' ~- ~ .... *;'=~-'~', T,-,,-, ,/M-~ ~,,,~ ~,T-; ...........
2424 STU"r-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-56~00 · (FAX)214/350-0019
49
REPORT NO.:
PROJECT:
COCAnON: corner
ARCHITECT/ENGINEER:
CONTRACTO": McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
reed engineering
Parkwest Commerce Center - II
Paving - 20'N, 20'E of SE building
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/30/96
3000 PSI
200/270 yds
B~PLEDBY: M. Lawson
BY ORDER OF: C1 lent
DATE: 0 8 / 0 6 / 9 6 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN,
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW073004
86,300
7
3050
LABORATORY NUMBER
PW073005
PW073006
28 28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 'F MIX
82 93
TiME OF SAMPLE: 11: 15 AM/P~,
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
07/31/96
AIR CONTENT %,
4.50
Reed
SLUMP
PICK-UP CHARGE:
INCHES
5.00
NO
M,X COOE: 9643
TICKET NO.: 6344 58
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT PCF
YIELD CF~Y
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard C~~'
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer ~-~'~'
(1) Comerica Bank/Mr. Alan Williams ,
(1) AECC, Inc./Mr. Andy Brundige SI~ED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~~.r~ ~.v~. c143..c173, c192. C2~1. ORC1064 PAGE 2 OF 2
(1) O~_Urion * Diet_~ ~= Ac_~e~_intc_~, !r_c.,'?_r_ ..... o,,~ ,,~ .........
2424 STUTZ DRIVE · SUITE400 ·DALLAS, TEXAS7523S · 2-14}~50:~-6~0~:)-· (FAX) 214/35(~O019