Freeport NIP(3)-LR 951116 (2) reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
51
REPORT NO,:
Craftmade
PROJECT:
LOCATION:
JOB NO.:
2317.2
Paving - 15'0'N, 30'W of SW building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
11/ 6/9s
3500 PSI
50/300 yds
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
S~PLEDBY: H. Johnson
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF:
11 / 23 / 95ORDER 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:
'PfPE BREAK: CONICAL (U.N.O.)
REMARKS:
CMl11601
105,500
7
3730
LABORATORY NUMBER
CMl11602
28
CMl11603
28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
DAYS. LABORATORY FROM 11 / 17 / 95 TRANSPORTED BY
M,X 60 'F. AIR CONTENT 4 . 60 ~'
Reed
SLUMP 5.00
INCHES
TIME OF 8AMPLE: 04: 50
BOURCE OF CONCRETE: TXI
AM~.
MIX CODE: 9643
PICK-UP CHARGE: Y~ NO
TICKET NO.: 4 9 2 8 0 2
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D~TRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~A_
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott McCr_q~q~ ~
(1) Eckland Consultants, Inc./Mr. Jerry Holstrumme~D
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~Mr. Larry Davis
TEST METH~S: ASTM C 31, C ~. C 1~. C 1~. C 192, C 231. OR C 1~ PAGF 1 o~ 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35Oq3019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
51 2317.2
REPORT NO.: JOB NO.:
Craftmade
Paving' - 240'N, 20'W of SW buildin~
LOCATION: corner
DATE CAST:
SPECIFICATION:
QUANTI~( REPRESENTED:
11/16/95
3500 PSI
160/300 yds
ARCN~NG,NEER: Gromatzky Dupree and Associates
SAMPLED BY: H. Johnson
McFadden & Miller, Inc.
BY OR~R OF: Client
M.E.P.C. American Properties DATE: ll/23/95ORDERNUMBER
REPORTED TO: :
(6 x 12 INCH} NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
F,E~ ,UMBER: CMl 11604 CMl 11605 CMl 11606
MAXIMUM LOAD, LBS:
102,300
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
7
3620
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
28 28
TEMPERATURE: AMBIENT
METHOD OF CURING: F~ELD 1 DAYS. LABORATORY FROM 11 / 17 / 9 5 TRANSPORTED sY Reed
4 8 'F MIX 6 1 'F, AIR CONTENT 4 . 6 0 %' SLUMP 5 o 0 0 INCHES
AMII~I~, PICK-UP CHARGE: YI~ NO
TIME OF SAMPLE: 0 6 : 4 0
SOURCE OF CONCRETE: TX I
M,X CODE: 9643 nCKET NO.: 492842
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Rob Ahm~
Scott
Jerry Holstru~,~D
D,~,,BUT,ON: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr.
(1) Eckland Consultants, Inc./Mr.
(1) City of Coppell/Mr. Lee Stone
(1) City of
Coppell/Mr. Larry ay'
TEST METHODS: A~M ~31, ~, C 1~. C 173, C 192, C 231. OR C 1~ PAGE 2 oF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35043019