Park West CC(1)-LR 951101REPORT NO.:
PROJECT:
LOCATION:
44
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - 60'S, 120'E of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/04/95
3000 PSI
40/320 yds
ARCHITECT/ENGINEER:
G~PLEDBY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
'BY ORDER
11/01/95
10/11/95~DERNUMBER
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN,
RELD NUMBER: PW100401
MAXIMUM LOAD. LB~: 107,000
7
AGE WHEN TESTED. DAYS:
3780
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
PW100402
112,300
28
3970
TYPE BR~K: C~lC~ (U.N,O.)
,EU~KS: Does comply with Specification
PW100403
110,700
28
3920
3950
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 08: 00
~U,CE OF ~,C,ETE: TXI
DAYS, LABORATORY FROM
.1
68 'F ,,x 76 'F.
10 / 05 / 95 TRANSPORTED BY
AIR CONTENT 4 . 80 e/..
Reed
~u., 5.00
PICK. UP CHAROE:
M,XCODE: 9'643
~KET.O.: 465527
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Dave VanD~~
D,STR,B~,O,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr.
(1) Comerica Bank/Mr. Alan Williams
(1) AECC. Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
~) City of Coppell/Mr. Larry Davis 1
TEST METHODS: A~M C31, C~, C143, C173, C192, C~I, ORCI~ PAO~ OF
2424 STUTZ DRIVE .. SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
2
44
REPORT NO.: JOB NO.:
Park West Commerce Center
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPECIFICATION:
Paving - 30'N, 90'E of SE building
corne r QUANTITY REPRESENTED:
10/04/95
3000 PSI
170/320 yds
CATE:
SAMPLED BY:
11/01/95 BY OROER O~:
10/11/95
ORDER NUMBER:
H. Johnson
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:
LABORATORY NUMBER
PW100404 PW100405 PW100406
95,000 107,000 110,700
7 28 28
3360 3780 3920
Does comply with Specification
3850
METHOD OF CURING: FIELD I DAYS. LABORATORY FROM 10 / 0 5 / 9 5 TRANSPORTED BY Re ed
TEMPERATURE: AMBIENT 69 .F M~X 76 -F,
AIR CONTENT 4. 80 ~'
SLUMP 5 · 0 0 INCHES
TIME OF 8AMPLE: 09: 40 AM~
SOURCE OF CONCRETE: TX I
MIX CODE:
9'643
PICK-UP CHARGE:
TICKET NO.:
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDeme~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone S,GNEC
(1) City of Coppell/Mr. Larry Davis
TESTM~HODS: ASH C31. C~, C143, C173, C192, C~I, ORCl~
PAGF
2
2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3504:X)19
REPORT NO.:
PROJECT:
LOCATION:
52
reed engineering
Park West Commerce Center
Paving - 20'S, 30'W of NW building
corner
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/25/95
3500 PSI
60/290 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
~PLED BY:
BY ORDER OF:
11 / 01 / 95ORDE" .UMS£R:
H. Johnson
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW102501
94,900
7
3360
LA~RATORY NUMBER
PW102502
28
PW102503
28
METHOD OF CURING: FIELD
TEMPERATURE:
TIME OF 8AMPLE:
~OURCE OF CONCRETE:
I DAYS. LABORATORY FROM
*MS,ENT 61 'F M~X 70
08:45 A~.
TXI
*F.
10/26/95
TRANSPORTED BY
CO.TENT
Reed
SLUMP 4 . 50
PICK-UP CHARGE:
v~[
M,X CODE: 9'643
TICKET NO.: 479393
INCHES
NO
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION:
(1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDeme~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,GNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TESTMETHCOS: ASTM C31, C~, C143, C173, C192, C~I, ORCI~
1
PAGF.~OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
2
reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
52 2166.2
QB NO.:
Park West Commerce Center
Paving - 100'S, 20'W of NW building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/25/95
3500 PSI
170/290 yds
ARCHITECT/ENGINEER:
SAMPLED BY: H. Johnson
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/Ol/9S
ORDER NUMBER:
Client
(9 x 12 INCH) NOMINAL CYUNDER 81ZE: AREA-28,26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TE~TED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STREHQTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW102504
91,900
7
3250
LABORATORY NUMBER
PW102505
28
PW102506
28
METHOD OF CURING: FIELD 1
TEMPERATURE: AMBIENT 71 'F
DAYS, LABORATORY FROM 10 / 2 6 / 9 5 TRANSPORTED BY
MIX 75 CF, AIR CONTENT 5 · 00
Reed
SLUMP 5 . 50
INCHES
1~ME OF ~AMPLE: 11: 50
~URCE OF CONCR~E: TX I
AMpi.
M,X coDE: 9'6 4 3
PICK-UP CHARGE:
TICKET NO.:
Vl~ NO
479610
FINE AGGREGATE:
COARgE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
DISTRIBUTION:
(1) Marc Myers Company/Mr. Richard
Crow~
(1) McFadden & Miller Construction/Mr. Dave VanDemee
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNEO
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TESTMETHCOS: A~M C31, C~, C143, C173, C192, C231,ORC1~
2
PAGE
2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019