Park West CC(09)-LR 960823REPORT NO.:
PROJECT:
LOCATION:
48
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Paving - 400'N, 25'E of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPEClRCATION:
QUANTITY REPRESENTED:
07/26/96
3000 PSI
100/350 yds
ARCHITECT/ENGINEER:
8AMPLEDBY: M. Lawson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
08/23/96
08 / 02 / 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:
PW072601
77,600
7
2740
Does comply with Specification
LABORATORY NUMBER
PW072602
99,200
28
3510
PW072603
100,300
28
3550
3530
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT *F MIX
88 93
TIME OF SAMPLE; 0 9 : 4 5 AM/F~,
SQURCE OF CO. CR~: TX I
iF,
07/27/96
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
6.0
PiCK-UP CHARGE:
M,X CODE: 9642
TICKET NO.: 632358
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Dk~TRmUTION: (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,,,~D
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~H~.r~_p~.v~. C,43.C,73. C,92. C2~I, ORC,0~4 PAGE 1 0F 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXASTS23S · 214/3S(~5600 · (FAX) 214/3S0~X)19
REPORT NO.:
48
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
PROJECT:
Paving - 50'N, 20'E of SE building
LOCA~ON: corner
CONCRETE COMPRESSION TEST REPORT
2700.1
JO8 NO.: DATE CAST:
SPECIFICATION:
OUANTITY REPRESENTED:
07/26/96
3000 PSI
220/350 yds
ARCHITECT/ENGINEER:
,%Ni4PLEOBY: M. Lawson
CO"TRACT~: McFadden & Miller
RE~EDTO: Myers & Crow Company, Inc.
DATE:
SYOR~R~: Client
08/23/96
08/02/96ONDERNUMBER:
(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:
PW072604
78,000
7.
2760
LABORATORY NUMBER
PW072605
102,600
28
3630
Does comply with Specification
PW072606
101,000
28
3570
3600
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
11:45
~OURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
eF MIX CF,
90 94
TRANSPORTED BY
07/27/96
AIR CONTENT %,
4.20
Reed
SLUMP
5.50
PICK-UP CHARGE:
M,X COOE: 9643
TICKET NO.: 632591
INCHES
NO
FiNE AGGREGATE:
COAR8E AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, ~nc./Mr. Richard Cr~/-
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer ~~
(1) Comerica Bank/Mr. Alan Williams .~_~/~.~~ '
(1) AECC, Inc./Mr. Andy Brundige ._,G~NED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~m3~.~m~.r~F~ ~.v~. c,~. c,~. c,~. c~,.oNc,~ ,^~ 2 ~ 2
(1) ~'Pric~ + ~et_~ ~ ~C~~ T~ /U~ ~ ~T~ ...... gar
2424 STUTZ DRIVE · SUITE400 · DALL~S, TExA~75235 · 214/35(~5600 · (FAX) 214/350~)019