Fountain Park 1-LR 931109 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5
JOBNO.: 1132.6
DATE C~ST: 11/09/93
PRO~ECT: Fountain Park Addition
SPECIFICATION: 3000 PSI
LOCAT~N: Sidewalk STA 1+45 - 15 ' left
OUANTITYREPREBENTED: 10/40 yds
ARCHITECT/ENGINEER:
SAMPLED BY:
R. Thomas
CONTRACTOR: Legend Construction, Inc. BYORDER OF: Client
12/07/93
,EPORTEDTO: Matthews Investments Southwes~^TE: 11/16/93°RDERNuMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.25 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FPll0901 FPl10902 FPl10903
100,500 107 , 500 138,500
7 7 28
3550 3800 4900
3680
Does comply with Specification
4880
FPl10904
137,000
28
4850
METHOD OF CURING: FIELD
i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 6 9'F
TIME OF SAMPLE: 1 1: 3 5 AMIP~/V~,
SOURCE OF CONCRETE:
M,X 5'~,
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FlY ASH:
ADMIXTURE(S):
MIX CODE:
11/10/9 3 TRANSPORTED BY
AIR CONTENT 3.6 ~,,
TXI 8272
Reed
SLUMP 5 · 2 ~CHES
PICK-UP CHARGE: YEsX NO__
TICKET NO.:
157159
UNIT WE[IGHT PCF
YIELD CFICY
DISTRIBUTION: (1) Matthews Investments Southwest/Mr. Tim House
~I Kadleck & Associates/Mr. Lynn Kadleck ~//~~~
City of Coppell/Mr. Larry Davis
(1) Legend Construction Inc./Mr. Floyd Key
~ SIGNED
1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
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