Park West CC(09)-LR 960625 38 2700.1
REPORT NO.: JOB NO.:
Parkwest Commerce Center - II
PROJECT:
Paving - 350'N, 60'W of SW building
LOCA~ON: C O rna r
reed engineering
G EOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/28/96
4000 PSI
40/300 yds
ARCHITECT/ENGINEER:
SAMPLED BY: S. Boeshart
CONTRACTOR: McFadden & Miller
REPOR~DTe Myers & Crow Company, Inc.
DATE:
BY ORDER OF: C 1 i e nt
06/25/96
06 / 04 / 96 ORDER NUMBER=
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA;28.26 SQ. IN,
LABORATORY NUMBER
FIELD NUMBER: PW052801
PW052802
97,500 124,500
7 28
3450 4400
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
PW052803
119,500
28
4230
~PE BR~K: CONICAL (U,N.O.)
,EMA,KS: Does comply with Specification
4320
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT "F MIX
83 86
05/29/96
TRANSPORTED BY
AIR CONTENT
Reed
%, SLUMP 4 . 75 INCHES
TIME OF SAMPLE: 0 7 : 5 0
SOURCE OF CONCRETE: TX I
AM/I~,
MIX CODE:
9643
PICK-UP CHARGE: YE~ NO
TICKET NO.: 597858
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
SIG~"
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of CODDell~TH~.r~,p~.Vg~ C143_C173, C192. 0231,0R01064 PAGE 1
2424 STU~ DRIVE a SUITE~ m DALeS, TEXAS75235 a 214/35~56~ a (FAX) 214/35~19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
38 2700.1
REPORT NO.: JOB NO.:
Parkwest Commerce Center - II
PROJECT:
Paving - 400'N, 80'W of SW building
LOC*~ON: corner
DATE CAST:
SPECIFICATION:
QUANTrP,f REPRESENTED:
05/28/96
4000 PSI
160/300 yds
ARcHITECT;ENGINEER:
SAMPLED SY: S. Boeshart
CON'm*CTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company, Inc.
DATE:
BY ORDER OF: C 1 i e nt
06/25/96
0 6 / 0 4 / 9 6 ORDER NUMBER:
(6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRE~IVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
PW052804 PW052805
103,500 132,800
7 28
3660 4700
Does comply with Specification
4590
PW052806
126,400
28
4470
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TiME OF SAMPLE: 0 9 : 3 5
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
05/29/96
84 'F .,X 81 'F, AIR CONTENT
TRANSPORTED BY
Reed
SLUMP
5.50
AM/P~,
PICK-UP CHARGE:
MIX CODE: 9 6 4 3
TICKET NO.: 5 9 7 9 9 1
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppe.ll~Z~ETH~.r~ p~v~ c,43.c,73 c192, C231, ORC1064 PAGe; 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS TS235 · 214/35~5600 · (FAX) 214/35~O019