Town Center L3B3-LR020604Giles Engineering Associates, Inc.
G EOTECHNICAL, ENV1RONi~IENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 1214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: June 04, 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 NO.: 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
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/7/02
[X ] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-002917
~'f~ TYPE OF: AGE ....... Y-EST -- TOTA~LOA~--~-I~]~,METERiCYLIND[~ AF~E~-! FRACTURE .COMPR~-~RENGTH!
. ID CURING (days) DATE (lb-f) ~ (kN~ i (i~.n?__. i(sq in.) (_sq. crn_L' &_~App!NG! {psi)
A 0F/3L 3 5/10/02 107740 479 6.000 28.27 182.4 D & N 3811 26.3
B 0F/7L 7 5/14/02 104980 467 6.000 28.27 182.4 D & N 3713 25.6
C 0F/28L 28 6/4/02 157120 699 6.000 28.27 182.4 C & N 5557 38.3
D 0F/28L 28 6/4/02 127520 567 6.000 28.27 182.4 B & N 4510 31.1
E OF/-- L HOLD
REMARKS:
CONICAL CONICAL
AND SPLIT
spECiFIED COMpRE~§IvE STRENGTH AT~8 DAyS 4000 27.6
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 31, C 173 or 231, C 138, C 143, C 172, C 1064.
3) moist cure
c ~ D E CAPPING METHODS
~ / FRACTURE
TYPES N = neoprene pads
S = sulfur capping compound
, P = gypsum capping compound
CONICAl. AND SHEAR COLUMNAR
SHEAR Randall B Harvey,ET.