Town Center L3B3-LR020411Giles 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: April 11,2002
Report of Concrete Compression Test
PROJECT: First American Sank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-8
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway parking lot paving 25 ft. south and 40 ft. west from southwest corner.
DATE CAST: 4/3/02 SUPPLIER: Texas Industries
WEATHER: clear TICKET NO.: 3106058
TIME: 7:25 am MIX NO.: 8206
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 5 inches FLY ASH: *
AIR CONTENT: 1.6 % WATER: *
UNIT WEIGHT: FINE AGGREGATE: *
TEMPERATURE CONCRETE: 68 F COARSE AGGREGATE: *
AMBIENT AIR: 52 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0 gallons ADMIXTURE: *
BATCH TIME: 7:00 am FIELD DATA SUBMITTED BY: Rau
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
[X] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002684 DATE RECEIVED: 4/4/02
CYLi TYPE OF ' AGE 7 TBS'I;--- TOTAL LOAD D~AMETER[ CYLINDER AF~EA i FRACTURE IC--(~RESSIVE STreNGTH
ID i CURING (days) I DATE (lb-f) (kN) (in.) ' ~q.-i~ cm) & CAPPING (psi) (MPa)
A 1 F/6L 7 4/10/02
B 1F/27L 28 5/1/02
C 1F/27L 28 5/I/02
D 1F/-- L HOLD
107480 478 6.000 28.27 182.4 D & N 3801 26.2
REMARKS:
sPEdIFIED CoMPRE~§IVE §"I'REI~TH AT 28 DAYS 4000 27.6
28 DAY SPECIMENS NOT YET TESTED J * 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)
CONICAL CONICAL CONICAL AND
AND SPLIT SHEAR
FRACTURE
TYPES
SHEA~ COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P =_gypsum capping
Randall B Harvey,ET,/