Town Center L3B3-LR020621Giles Engineering Associates, Inc.
GEOTECHN1CAL, 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 21,2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-20
FIELD TEST DATA
LOCATION OF PLACEMENT: Sidewalks at 10 ft. east of northwest corner of property.
DATE CAST: 6/13/02 SUPPLIER:
WEATHER: clear TICKET NO.:
TIME: 1:45pm MIX NO.:
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 43/4 inches FLY ASH:
AIR CONTENT: 2 % WATER:
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 86 F COARSE AGGREGATE:
AMBIENT AIR: 92 F #2 COARSE AGGREGATE:
WATER ADDED ON SITE: 0 gallons ADMIXTURE:
BATCH TIME: 12:08 pm FIELD DATA SUBMITTED
IX ] CYLINDER MADE BY GILES [
IX ] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-003158
CYL TYPE OF
ID CURING
A 1 F/6L
B 1 F/27L
C 1F/27L
D 1F/-- L
3148299
9783
BY: Wheeler
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 6/14/02
AGE TEST 'TOTAL LOAD 'DIAMETER ~YLIND~F~ AREA FRACTURE COMPRESSIVE STRENGTH
(days) DATE (Ih-f) (~N~ (in.) i~c~i in~) ~sq. ~r~i & CAPPING (psi) (MPa)
7 6/20/02 99~C) '4~43 6.000 --28.27:18:2.~ C & N 3521 24.3
28 7/11/02
28 7/11/02
HOLD
REMARKS:
SpECIFieD CoMPRESsIvE STRENGTH AT 28 DAYS 3500 24.1
28 DAY SPECIMENS NOT YET TESTED * 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
4)
FRACTURE
TYPES
/ % ~ ·
CONICAL CONICAL CONICAL AND
AND SPLIT SHEAR
SHEAR
CoLuMNaR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compo~cnd
Randall B HarVey,ET