Park West CC(09)-LR 960815REPORT NO.:
PROJECT:
LOCATION: corner
ARCHiTECT/ENGINEER:
CONT~C~OR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
2700.1
46 ~BNO.:
Parkwest Commerce Center - II
Paving - 20'N, 20'E of NW building
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/18/96
3000 PSI
200/270 yds
SAMPLEDBY: M. Lawson
BY ORDER OF: Client
08/15/9
DATE: 0 7 / 2 5 / 9 6 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELDNUMBER: PW071801 PW071802
M~IMUMLOAD, LSS: 81,400 105,200
7 28
AGE WHEN TE~ED, DAYS:
2880 3720
~MPRE~IVE STRENG~, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
,~ARKS: Does comply with Specification
PW071803
105,800
28
3740
3730
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9: 5 0
1
85
SOURCE OF CONCRETE: TXI
FINE AGOREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP
DAYS, LABORATORY FROM
eF MIX
94
AM/P~,
TRANSPORTED 8Y
o?/ 9/96
AIR CONTENT 5 . 10 %'
PICK-UP CHARGE:
INCHES
7.00
M,X COOE: 9643
NO
TICKET "0.: 6266 07
UNIT WEIGHT
PCF
YIELD CF/CY
O,STRISUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard
,, ~ ,,_~_~^~ 9_ u4~ 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,E~.r~.~ ~a,v~. c,~. c,~. c,,2. C231. ORC'064 PAG; 1 ._OF 2_
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
46 2700.1
JOB NO.: DATE CAST:
Parkwest Commerce Center - II
SPECIFICATION:
Paving - 15'N, 5'E of NW building
c o rne r QUANTITY REPRESENTED:
07/18/96
3000 PSI
250/270 yds
ARCHITECT/ENGINEER:
S~PLEDaY: M. Lawson
CONTRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company,
inc.
DATE:
BY ORDER OF:
o8/15/ 6
07 / 25 / 96
ORDER
NUMBER:
Client
(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: Does comply
PW071804
81,400
7
2880
with
Specification
LABORATORY NUMBER
PW071805
102,900
28
3640
3720
PW071806
107,300
28
3790
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT
89
TIME OF SAMPLE: 11: 00
SOURCE OF CONCRETE: r'~.~ m
DAYS, LABORATORY FROM
MIX
94
TRANSPORTED BY
07/19/96
°F,
AIR CONTENT %.
4.70
Reed
SLUMP
5.00
PICK-UP CHARGE:
M,X CODS: 9643
TICKET NO.: 626694
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
D,STR,BUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cr~/~/~
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer ..,~.~~~.
(1) Comerica Bank/Mr. Alan Williams __
(1) AECC, Inc./Mr. Andy Brundige Slr.~ED
(1) City of Coppell/Mr. Lee Stone
(1) City of CoppellJ~ET.~.r~ ~)~,V~.~;, C143%C173. C'~, C~I. ORCl~ "A~; 2 ~
2424 ~U~ DRIVE · SUITE~ · DAL~S,%E~ ~5%35-. Z&55~ · (FAX) 214/35~19