Freeport NIP(3)-LR 951115 (2)reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
50 2317.2
REPORT NO.: JOB NO.:
Craftmade
PROJECT:
Paving - 20'N, 30'W of NW building
,OCA~ON: corner
DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
11/15/95
3500 PSI
30/200 yds
~CH~CT~NGINEER: Gromatzky Dupree and Associates
~MvlPLED BY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: fl lent
11 / 22 / 9 5ORDER NUMBER:
(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:
CMl11501
92,800
7
3280
~SORATORY NUMBER
CMl11502
CMl11503
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 5 : 4 5
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 OAYS. UmORATORY FROM 11 / 16 / 95 TRANSPORTED BY
Reed
43 'F M,X 62 'F. mR CONTENT 4 . 60 ~' SLUMP 4 . 50 INCHES
AM/~, PICK-UP CHARGE: YI~ NO
TICKET NO.: 4 9 2 0 2 9
UNIT WEIGHT
M,X CCOE: 9643
YIELD
PCF
CF/CY
mSTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut,
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott McCra~
(1) Eckland Consultants, Inc./Mr. Jerry Holstru~N,
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~,~,~a.,rr , Davis
.... ~ .... : A~M C31, C~, C143, C173, C192, C~,ORC~ PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
50 2317.2
REPORT NO.: JOB NO.:
Craftmade
PFK)JECT:
Pavin9 - approach @ Royal, 15'N of
LOCATION: center line
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
11/15/95
3500 PSI
150/200 yds
ARCH~CTmNGINEER: Gromatzky Dupree and Associates
SAMPLED BY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: C1 lent
11 / 22 / 9 5ORDER NUMBER:
(9 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:
CMl11504
82,100
7
2900
LABORATORY NUMBER
CMl11505
28
CMl11506
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 08: 20
SQU,CE OF CONCRETE: TX I
FiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
51 OF u,x 68 'F.
11/16/95
TRANSPORTED BY
AIR CONTENT 4 . 80 %'
MIX CODE: 9643
Reed
~LUMP
PICK-UP CHARGE:
T~KET NO.: 492085
UNIT WEIGHT
YIELD
INCHES
NO
PCF
CFICY
McCr~
D,Sm,BUT,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut,
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry Holstru~,GN,
(1) City of Coppell/Mr. Lee Stone
(1) City of CoppellLMr. Larry ay'
931, ~, C 143, C 1~, C 192, C ~1. ON C 1~ PAGE 2 2
TEST METHODS: A~M ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019