Park West CC(09)-LR 960430reed engineering
CONCRETE COMPRESSION TEST REPORT
2700.1
23 JOB NO.:
REPORT NO.:
Parkwest Commerce Center - II
PROJECT:
Paving - 35'S, 75'W of SW building
LOCATION: corner
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company,
GEOTECHNICAL CONSULTANTs
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
04/02/96
4000 PSI
30/300 yds
SAMPLEDBY: B. Lucas
Inc.
DATE:
BY ORDER OF:
04/30/96
0 4 / 0 9 / 9 6OROER 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: Does comply
PW040201
91,500
7
3240
with
LABO~TORY NUMBER
PW040202
120,600
28
4270
PW040203
123,600
28
4370
Specification
4320
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7 : 3 5
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
'~F MIX
50 70
AM/P~
TRANSPORTED BY
04/03/96 Reed
AIR CONTENT %. SLUMP
PICK-UP CHARGE:
MIX COOE: 9643 TICKET NO.: 563419
UNIT WEIGHT
YIELD
INCHES
5.25
NO
PCF
CF/CY
D,STR,SUTIO.: ~l)e M ers & Crow Company, Inc./Mr. Richard~
(1) McFa d n Y& Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGN
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ET.~.r~ ~.V~_, C,~..C,73. C192. C~I. ORCl~ P~O; 1
2424 STU~ DRIVE a SUITE4~ m DALeS, TEXAS75235 a 214/35~56~ a (FAX) 214/35~19
REPORT NO.:
PROJECT:
LOCATION: C O r n e r
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
RE~TEOTO: Myers & Crow Company, Inc.
2700.1
23
Parkwest Commerce center - II
Pavin9 - 50'N, 60'W of SW building
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
04/02/96
4000 PSI
170/300 yds
SAMPLEDBY: B. Lucas
DATE:
BY ORDER OF:
04/30/96
0 4 / 0 9 / 9 6ORDER 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:
PW040204
84,500
7
2990
LABORATORY NUMBER
PW040205
115,800
28
4100
Does comply with Specification
4O8O
PW040206
114,900
28
4060
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10 : 3 5
SOURCE OF CONCRETE: TXI
DAYS, LABORATORY FROM
"F MIX
60 73
TRANSPORTED BY
04/o3/96
AIR CONTENT °/o,
Reed
SLUMP
INCHES
6.00
NO
PICK-UP CHARGE:
M,X CODE: 9643
TICKET NO.: 5 6 3 6 6 5
FINE AGGREGATE:
COARSE AGGREGATE:
WATER;
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION; (~.) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer 7~"~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ETH~.r~ ~,V~, C143,.C173, C192. C231. ORC1064 PAG; 2 OF 2
(1) F~'Rr~,~ * T~4~ r. A~4=>~. Tr~- ,/Mr l:~rq 1%T~ ..... ~r~-~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-56~00 · (FAX) 214/35C~OO19