Park West CC(09)-LR 960425reed engineering
GEOTECHNICAL CONSULTANTs
CONCRETE COMPRESSION TEST REPORT
2 ? 0 0 · i DATE CAST:
2 2 ,JOB NO.:
REPORT NO.:
Parkwest Commerce Center - II SPEC}F~CAT~ON:
PROJECT:
Inlet top - line A, STA 1+52
QUANTITY REPRESENTED:
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
03/28/96
3000 PSI
3.5/3.5 yds
S~PLEDBY: M. Lawson
DATE:
BY ORDER OF:
o4/25/96
0 4 / 0 4 / 9 6 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:
T~PE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply
PW032801
119,000
7
4210
with
LABORATORY NUMBER
PW032802
144,800
28
5120
PW032803
143,200
28
5060
Specification
5090
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT OF MIX
57 69
TIME OF SAMPLE: 0 2 : 3 0 A~M,
SOURCE OF CONCRETE: Let t imore
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
03/29/96
~F, AIR CONTENT %,
4.40
Reed
SLUMP
PICK-UP CHARGE:
INCHES
2.00
NO
M,X CODE: 3 8 TICKET NO.: 3 0 2 3 5 2 5
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION
om an Itc /Mr Richard
: (1) Myers & Crow C p y, · · '
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,G
!~_! City of Coppell/Mr. Lee Stone
'~1; City of ?op~.p,e_.ll~,T.~ar~ ~v_~_~. c,~,..c.,73, c,92, c231.0, c1064 PAG~ I OF ~,,
(1) O ' n~-Jicr.
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~O01~