Park West CC(1)-LR 951024REPORT NO.:
PROJECT:
LOCATION:
41
reed engineering
Park West Commerce Center
Paving - 440'N, ll0'E of SE building
corner
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
~PEClFICATION:
QUANTITY REPRESENTED:
09/26/95
4000 PSI
30/320 yds
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
BY ORDER OF:
10/24/95
10/03/95
ORDER NUMBER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW092601
99,800
7
3530
LABORATORY NUMBER
PW092602
115,800
28
4100
Does comply with Specification
4090
PW092603
115,300
28
4080
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT 6 5 'F M~X 7 9
TIME OF EAMPLE: 07: 35 AM"~.
SQURCE OF CONCRETE: TXI
TRANSPORTED
BY
09 / 27 / 95
*F, AIR CONTENT %,
Reed
SLUMP 7 . 50
PICK-UP CHARGE:
Y~
M,X COOE: 9643
TICKET NO.: 460148
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
D,Smm~,ON: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
VanD~
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
City of Coppell/Mr. Lee Stone
City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM 031, C39, 0143, 0173, C 192, 0231, ORC1064
1 2
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT HO.:
PROJECT:
LOCATION:
41
reed engineering
Park West Commerce Center
Paving - 120'N, ll0'E of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/26/95
4000 PSI
260/320 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
~kMPLED BY:
BY ORDER OF:
10/24/95
10 / 03 / 95ONDER NUMBER:
B. Lucas
Client
(9 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW092604
PW092605
128,800
28
4560
MAXIMUM LOAD, LBS:
103,100
7
AGE WHEN TESTED, DAYS:
3650
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
4500
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
PW092606
125,300
28
4430
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 76 'F M,X 83
11ME OF SAMPLE: 11: 20 AM~.
SOURCE OF CONCRETE: ~.XT
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
09/27/95
*F, AIR CONTENT
M,X CODE: 9643
TRANSPORTED BY
Reed
%, 8LUMP
PICK-UP CHARGE:
TICKET NO.: 460532
UNIT WEIGHT
YIELD
5.2 5 INCHES
Y~ NO
PCF
CF/CY
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard
Crow
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
City of Coppell/Mr. Lee Stone
City of Coppell/Mr. Larry Davis
TEST METHODS: AST. C 3,, C 39. C 143, C 173, C 192, C 231. OR C 1064 PAGE 2 OF 2
2424 STU~Z DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~O019