Big Cedar-LR 920507reed engineering
CONCRETE COMPRESSION TEST REPORT
~ NO.824. 1
REPORT NO,: 3
PROdECT: Big Cedar Addition
L~^~N:Lynn Ct. Cul-de-sac
~C"~TECT'ENG'NEE":Goodwin & Marshall, Inc.
~CTOR: Paveway Construction
REPORTED To: Matthews Investments Southwest 0ATE:05/14/92
GEOTECHNICAL CONSULTANTS
DATE c~s~:05/07/92
SPECIFICATION:4000 PS I
QUANTrrY REPRESENTED: 18/10 0
~M~EO BY:H. Johnson
BY ~OE, or:Contractor
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA.28,2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PS1:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
BCA050701 BCA050702 BCA050703
109,506
7 28 28
3870
METHOD OF CURING: FIELD 1 OAYB, LABORATORY FROM
TEMPERATURE: AMBIENT 76 °F M~X 82 "F,
TIME OF SAMPLE: 11: 3 0 ~U~M,
05/08/92 TRANS~RTED BY Reed
AIRCONTENT 4.60 %, ~LUMP
PICK-UP CHARGE:
INCHES
..N.O
SOUl, CE OFCONCRETE:Mid cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 6 T~KET NO.: 258389
UNIT WEIGHT
YIELD
~F
CF/CY
(~Ti~[~. ~h~w~ ~"V~"~ ~ou~we~t, ,nc./,r. ','tm .Duse
& Marshall, Inc./Mr. Robert Marshall /~~/~
(1) Paveway Construction/Mr. John Owen
~ City of Coppell/Mr. Larry Davis ~
~GNED
TEST METHODS: ASTM C 31, C ~, C 1~, C 173, C 192, C ~I, OR C 1064 PAGF OF
2424 STUTZ DRIVE · SUITE400 · DALLA~ TEXAS 75235 · 214/35~5600 · (FAX)214/35~0019