Park West CC(1)-LR 951027REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
reed engineering
CONCRETE COMPRESSION TEST REPORT
43 JOBNO.: 2166.2
Park West Commerce Center
Paving - 150'S, 20'E of NE building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/29/95
3000 PSI
30/370 yds
SAMPLED BY: I'"[. Johns on
DATE:
BY ORDER OF:
10/27/95
10 / 06 / 950~R NUMBER:
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
REID NUMBER: PW092901
MAXIMUM LOAD. LBS: 97,500
7
AGE WHEN TESTED, DAYS:
3450
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
PW092902
122,400
28
4330
T~PE BREA~ CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4320
PW092903
121,600
28
4300
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 7 2 'F MIX 7 8
TI,E OF S~Mm~: 07: 25
BOM,CE OF CO,CRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
0 9 / 3 0 / 9 5 TRANSPORTED BY
"F, AIR CONTENT 4 . 6 0
M,XCCOE: 9643
Reed
SLUMP 5 · 0 0 INCHES
PICK-UP CHARGE: YE~ NO
TICKET NO.: 4 6 3 3 3 1
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,B~,O~: (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
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larr~ Davis 1
~STMETHODS: ASTM C31. C~, C1~, CI~, C192, C~I,ORCl~ PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX}214/3504:X)19
3
43
REPORT NO.: JOB NO.:
Park West C. ommerce Center
LOCAI~ON: C O rne r
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
reed engineering
Pavin9 - 275'S, 10'E of NE buildin9
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPECIFICATION:
QUANTI'r¥ REPRESENTED:
09/29/95
3000 PSI
200/370 yds
SAMPLED BY: H. Johnson
DATE:
BY ORDER OF: C1 lent
10/27/95
10 / 06 / 95ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SUE: AR~-~.~ SO. IN. ~SORATORY NUMBER
FIELDNUMBER: PW092904 PW092905
M~MUMLO~,LB~ 95,000 112,000
7 28
AGE WHEN TESTED, DAYS:
3360 3960
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
RE~KS: Does comply with Specification
4070
PW092906
117,800
28
4170
METHOD OF CURING: FIELD 1 DAYS, t.ABORATORY FROM 0 9 / 3 0 / 9 5 TRANSPORTED BY
TEMPERATURE: AMBIENT 7 7 ~'F MIX 8 6 'F, AIR CONTENT 5 . 0 0 %'
Reed
SLUMP 4.50
INCHES
nME OFf"Pm 10:40
SOURCE OF CONCRETE: TX I
M,X CODE: 9643
PICK-UP CHARGE: YI~ NO
TICKET NO.: 463656
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,ST,,SUT,OR: (1) Marc Myers Company/Mr. Richard CrOnD~
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. LarrM Davis 2 3
TEST METHODS: ASTM C31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGI; OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35C~O019
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
reed engineering
CONCRETE COMPRESSION TEST REPORT
43 ~BNO.: 2166.2
Park West Commerce Center
Paving - 320'S, 20'E of NE building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/29/95
3000 PSI
300/370 yds
S~PLEOBY: H. Johnson
DATE:
BY ORDER OF:
10/27/95
10 / 06 / 9 SONDER 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:
PW092910
94,800
7
3350
LABORATORY NUMBER
PW092911
114,600
28
405O
Does comply with Specification
PW092912
116,600
28
4120
4090
METHOD OF CURING: FIELD i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 8 6 'F M~X 9 0
09 / 30 / 95 TRANSPORTED BY
'F,AIR CONTENT 5 · 0 0 q~'
Reed
SLUMP 4 · 50
INCHES
TIME OF SAMPLE: 01: 10 ALUM,
SOURCE OF CONCRETE: TXI
M,X CODE: 9643
PICK-UP CHARGE: YI~ NO
TICKET NO.: 463826
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm, S~,ON: (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
SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C31, C 39, C 143. C 173, C 192. C 231, OR C 1064 PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35C~O019