Town Center L3B3-LR020617Giles 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: June 17, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M-0201003-C-19
FIELD TEST DATA
LOCATION OF PLACEMENT: Sidewalk in front of building.
DATE CAST: 5/20/02 SUPPLIER: TXI
WEATHER: clear TICKET NO.: 110042
TIME: 1:14 pm MIX NO.: 494 admix
NO. OF CYLINDERS: 4 CEMENT: *
SLUMP: 5 inches FLY ASH: *
AIR CONTENT: 6 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 89 F COARSE AGGREGATE: *
AMBIENT AIR: 79 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0 gallons ADMIXTURE: *
BATCH TIME: 1:25 pm FIELD DATA SUBMITTED BY: K.Houston
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
[x] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-003035 DATE RECEIVED: 5/21/02
CYL TYPE OF AGE TEST TOTAL LOAD DIAM~:ER CYLIN-DER AREA FRACTURE !C0~PRE~SiVE S'~EN~TH
ID CURING (days) DATE (lb-f) (kN) (in.) isq, in.) i(sq. cm)' & CAPPING (P-~ii-- . (M-Pai_ '
A 1F/EL 7 5/27/02 131690 586 6.000 28.27 182.4 D & N 4658 32.1
B 1F/27L 28 6/17/02 153410 682 6.000 28.27 182.4 D & N 5426 37.4
C 1F/27L 28 6/17/02 129060 574 6.000 28.27 182.4 D & N 4565 3t.5
D 1 F/-- L HOLD
REMARKS:
coNIcAL
§pECi'~ED COMpRESSIvE STRENG'rH AT 28 DAYS 3600 ~4.8
TEST RESULTS COMPLY WITH SPECIFICATION I * INFORMATION NOT SUPPLIED
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C 3t, C 173 or 231, C 138, C 143, C 172, C 1064.
3) Moist cure
4)
B c'\
CONICAL CONICAL AND
AND SPLIT SHEAR
FRACTURE
TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur cappin9 compound
P = 9ypsum capping compound
Randall B Harvey,ET.~