Freeport NIP(3)-LR 951108reed engineering
CONCRETE COMPRESSION TEST REPORT
48 2317.2
REPORT NO.: ,JOB NO.:
Craftmade
Paving approach, south entrance 10'N
· OCA~O,: of Royal Lane
ARCN~E~mNG,NEER: Gromatzky Dupree and Associates
McFadden & Miller, Inc.
CONTRACTOR:
GEOTECHNICAL CONSULTANTS
M.E.P.C. American Properties
REPORTED TO: DATE:
DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
11/08/95
3000 PSI
20/150 yds
8AMPLEDBY: S. Boeshart
BY ORDER OF:
ORDER NUMSER:
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
CMl10801
105,800
7
3740
LABORATORY NUMBER
CMl10802
28
CMl10803
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 8: 1 5
BOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1
49 'F
DAYS. LABORATORY FROM 11 / 09 / 95 TRANSPORTED BY
MIX 5 3 CF, AIR CONTENT ,Ye.
Reed
S,UMP 4.00
AMII~, PICK-UP CHARGE:
Y~
M,X COOE: 9643 TICKET NO.: 487596
UNIT WEIGHT PCF
YIELD CF/CY
INCHES
NO
t rUms,~ED
O,Sm,SUTION: (1) M.E.R.C. American Properties/Mr. Rob
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry Hols
(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 PAGF
1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019