Town Center L3B3-LR020514Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 14, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-18
FIELD TEST DATA
LOCATION OF PLACEMENT: Northwest entrance approach.
DATE CAST: 5/7/02 SUPPLIER: TXI
WEATHER: sunny TICKET NQ: 3125339
TIME: 1:20pm MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT: *
SLUMP: 7 inches FLY ASH: *
AIR CONTENT: 3 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 95 F COARSE AGGREGATE: *
AMBIENT AIR: 86 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 10 gallons ADMIXTURE: *
BATCH TIME: 11:48 am FIELD DATA SUBMITTED BY: Wilson
IX] CYLINDER MADE BY GILES [
[X] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-002917
CYL: TYPE OF
ID CURING
A 0F/3L
B 0F/7L
C 0F/28L
D 0F/28L
E OF/-- L
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/7/02
AGE TEST TOTAL LOAD ;DIAMETER CYLINDER AREA FRACTURE COMPRESSIVE STRENGTH
(days) DATE (lb-f) (~')- (in) (sq. i_aZ) (sq.'om) ~& CAPPING ' (l~si) ~ --"i~P'~_ _
3 5/10/02 107740 479 6.000 28.27 182.4 D & N 3811 26.3
7 5/14/02 104980 467 6.000 28.27 182.4 D & N 3713 25.6
28 6/4/02
28 6/4/02
HOLD
SPEciFIED COMPRESSIVE STRENGTH AT 28 DAYS
28 DAY SPECIMENS NOT YET TESTED
REMARKS:
4000 27.6
INFORMATION NOT SUPPLIED
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C31,C173or231, C138, C143, C172, C1064.
3) moist cure
4)
B C ~ O E
\ // FRACTURE
TYPES
CONICAL
CONICAL CONICAL AND sHEAR COLurvlNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping co~pound
/
Randall B Harvey,ET'