Park West CC(09)-LR 960704REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
3 9 JOB NO.: 2 7 0 0 · i DATE CAST:
Parkwest Commerce Center - II
SPECIFICATION:
Paving - 550'N, 80'W of SW building
corna r QUANTITY REPRESENTED:
06/06/96
4000 PSI
30/350 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: B. Woolwine
CONTRACT~: McFadden & Miller
REPO~EDTO: Myers & Crow Company,
Inc.
DATE:
BY ORDER OF:
07/04/96
06 / 13 / 96ORDER 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, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U...O.)
REMARKS: Does comply
PW060601
111,200
7
3930
with
LABO~TOflY NUMBER
PW060602
143,000
28
5060
4790
Specification
PW060603
127,800
28
4520
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 3 0
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS. LABORATORY FROM TRANSPORTED BY
1 06/07/96 Reed
eF MIX eF, AIR CONTENT %, SLUMP
72 77 4.50
AM/P~ PICK-UP CHARGE:
INCHES
4.00
NO
MiX CODE: 9643 TICKET NO,: 603763
UNIT WEIGHT
YIELD
PCF
CFICY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard ~w
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer r/~
(1) Comerica Bank/Mr. Alan Williams ~
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ET.~.rx~~ [D~V~ c,~ C173 C192, C231, ORC1064
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5800
(FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
39 JoB NO.: 2700 . 1 DATE CAST:
Parkwest Commerce Center - II
SPECIFICATION:
Paving - 475'N, 100'W of SW building
c Dune r QUANTITY REPRESENTED:
06/06/96
4000 PSI
200/350 yds
ARCHITECT/ENGINEER:
SAM~EDSY: B. Woolwine
CO~CT~: McFadden & Miller
~PORTEDTO: Myers & Crow Company,
Inc.
DATE:
BY ORDER OF:
07/04/96
0 6 / 13 / 9 6ORDER NUMBER:
Client
{6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENQTH, I~l:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
~J~RKS: Does comply
PW060604.
97,600
7
3450
with
LABORATORY NUMBER
PW060605
117,400
28
4150
4220
Specification
PW060606
121,300
28
4290
METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY
1 06/07/96 Reed
TEMPERATURE: AMBIENT 'F MIX 'F, AIR CONTENT ~%, SLUMP
83 87
TIME OF ~AMPLE: 11: 20 AM~i~ PICK-UP CHARGE:
~URCE OF CONCRETE: TX I MIX CODE: 9 6 4 3 TICKET NO.:
FINE AGGREGATE: UNIT WEIGHT
COARSE A~REGATE:
WATER: YIELD
CEMENT:
FLY ASH:
ADMIXTURE(S):
INCHES
4.50
NO
604121
PCF
CF/CY
DI~RIBUnoN: (1) Myers & Crow Company, Inc./Mr. Richard_Crow
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~,~.r~ DBV&~ c,~. c,~. c192. C231.ORC1064 PAG~ 2 OF 2
2424 b'TUTZ DRIVE · SUITE400 · DALLAS, TEXAS7523B · 214/3,50-5~00 · (FAX) 214/3BO-001g