Park West CC(09)-LR 96032117
REPORT NO.:
PROJECT:
LOCATION: A- 5
ARCHITECT/ENGINEER:
CON~CTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company, Inc.
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Piers - A-2.5, A-3, A-3.5, A-4, A-4.5,
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
DATE:
03/14/96
3000 PSI
10/53 yds
SAMPLED BY: R. Thompson
BY ORDER OF: C 1 i en t
03 / 21 / 96ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 80. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.}
REMARKS:
PW031401
79,500
7
2810
LABORATORY NUMBER
PW031402
PW031403
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
11ME OF ~AMPLE: 0 8 : 4 0
SOUR.CE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/15/96 Reed
"F MIX CF. AIR CONTENT ~o, SLUMP INCHES
67 71 5.75
AM/P:~ PICK-UP CHARGE: YB~ NO
MiX CODE: ~ TICKET NO.: ~ 5 3 8 9 5
UNIT WEIGHT PCF
YIELD CFICY
SIGN
DISTRIBUTION: (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/~m~.r~ ~.v~. C143.,C17~. C102. C23,.0RC'064 PAGE 1 ~ 3
2424STU'FZDSIVE · SUITE400 · DALLAS, TEXAS75235 · 214/3,50-56~00 · (FAX)214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
17
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Slab - grid line F.3-5.2
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/14/96
4000 PSI
100/330 yds
ARCHITECT/ENGINEER:
S~PLED BY: R. Thompson
CO,T~mO,: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
BY ORDER OF: Client
DATE: 0 3/21/9 6ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
PW031404
86,000
7
3040
LABORATORY NUMBER
PW031405
PW031406
28 28
METHCO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
08:25
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
eF MIX *F,
67 72
TRANSPORTED BY
03/15/96
AIR CONTENT
Reed
SLUMP
INCHES
5.50
NO
PICK-UP CHARGE:
MIX CODE: 39
TICKE.T NO.: 5 5 3 8 9 7
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,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 SIGNE
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~E~r~ D~%v~ c,~. c~, c,~2. C~,.ORC,~ pAG; 2 ~ 3
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
17 JOB NO.: 2 700. 1
Parkwest Commerce Center - II
DATE:
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
CONT~CTO,: McFadden & Miller
,EPORTEDTO: Myers & Crow Company, Inc.
Floor slab - grid line F.6-15.2
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
03 / 21 / 9 6ORDER NUMBER:
03/14/96
4000 PSI
330/330 yds
R. Thompson
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COI~PRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW031407
92,000
7
3250
~SQRATORY NUMBER
PW031408
PW031409
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 1 0 -' 5 0
SOURCE OF CO.CEETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, I..ASORATORY FROM TRANSPORTED BY
1 03/15/96 Reed
eF MIX CF, AIR CONTENT ~, SLUMP
79 83
AM/P~ PICK-UP CHARGE:
MIX CODE: 3 9 TICKET NO.:
UNIT WEIGHT
YIELD
INCHES
3.50
NO
554167
PCF
CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cro
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,GNI
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~m~.r~ ~v~. c143. c,73. c,92. C231, ORC'064
2424 ~U~ DRIVE a SUITE~ m DAL~S, TE~S75235 a 214/35~56~ a (FAX) 214/35~19
PAG; 3 OF 3