Freeport NIP(3)-LR 951019reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
42
REPORT NO.:
Craftmade
PROJECT:
LOCATION:
JOB NO.:
2317.2
Paving - 140'S, 20'E of NE building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/19/95
4000 PSI
80/270 yds
AFICH~CT~NGINEER: Gromatzky Dupree and Associates
SAMPLED BY: B. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF:
11/16/95
10/26/9 5ORDER NUMBER:
Client
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER: CMl 01901
MAXIMUM LOAD, LBS:
104,600
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
7
3700
AVERAGE STRENGTH, PSI:
~RATORY NUMBER
CM101902
131,600
28
4650
TYPE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
CM101903
137,100
28
4850
4750
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 6 3
TIME OF 8AMPLE: 0 8: 3 0
SQURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
· F' M~X 85
AMII~,
10/20/95
AIR CONTENT
M,X CODE: 9643
TRANSPORTED BY
Reed
%, SLUMP 4.50 INCHES
PICK-UP CHARGE: YI~ NO
TICKET NO.: 475948
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,BUT,CH: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott McCra
(1) Eckland Consultants, Inc./Mr. Jerry HolstrUms,GN~
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~~r~ .Davis
.... d~ .... : -~M C 31, C 39, C 143. C 173, C 192, C ~1, OR C 1~ PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCA'RON:
42
Craftmade
Paving - 485'S, 20'E of NE building
corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.2
JOB HO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/19/95
4000 PSI
170/270 yds
~ECT~NGINEER: Gromatzky Dupree and Associates
SAMPLED BY:
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF:
11/ 6/95
10 / 26 / 95 ORDER NUMBER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
F~ELD NUUBER: CMl 01904
LABORATORY NUMBER
CM101905
M~,.UM LOAD, 'SS: 84. 100
116,500
7 28
2970 4120
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4100
CM101906
115,300
28
4080
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 7 2 "F MIX 8 5
TRANSPORTED
BY
10 / 20 / 95
"F, AIR CONTENT %,
Reed
SLUMP
6.00
INCHES
TIME OF 8AMPLE: 10: 3 5 AM~.
BOURCE OF CONCRETE: TXI
MIX CODE: 9643
PICK-UP CHARGE: Y~ NO
~lCKET NO.: 476042
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,B~,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahm~
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
11 Gromatzky Dupree and Associates/Mr. Scott McCra &~
) Eckland Consultants, Inc./Mr. Jerry HolstrUmS,GN~
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~Mr. Larry Davis
· TEST METHODS: ASTM C 31, C 39. C 143. C 173. C 192. C 231, OR C 1064 PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019