Town Center L3B3-LR020529 Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemrnons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 29, 2002
Report of Concrete Compression Test
PROJECT: First American Sank
Denton Tap Rd. & Town Center Dr,
Coppell, TX
PROJECT NQ: 4M-0201003-C-19
FIELD TEST DATA
LOCATION OF PLACEMENT: Sidewalk in front of building.
DATE CAST: 5/20~02
WEATHER: clear
T1ME: 1:14 pm
NO. OF CYLINDERS: 4
SLUMP: 5 inches
AIR CONTENT: 6 %
UNIT WEIGHT: *
TEMPERATURE CONCRETE: 89 F
AMBIENT AIR: 79 F
WATER ADDED ON SITE: 0 gallons
BATCH TIME: 1:25 pm
IX ] CYLINDER MADE BY GILES
IX] CYLINDER PICKED UP BY GILES
LAB NUMBER: C-003035
cYL- :F-YP~ (DF ' -A-~'----~ST TOTAL LOAD
I ID ! DURING (days) DATE (lb-f) (kN)
SUPPLIER:
TICKET NO.:
MIX NO.:
CEMENT:
FLY ASH:
WATER:
FINE AGGREGATE: *
COARSE AGGREGATE:
#2 COARSE AGGREGATE: *
ADMIXTURE:
FIELD DATA SUBMITTED BY:
[
[
TX~
110042
494 admix
K. Houston
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/21/02
iDIAMETER; CYLINDER AREA i FRACTURE iCOMPRESSIVE STRENGTHI
(in.) ~ (sq. in.) (sq. crn) & CAPPING i (psi) (MPa)
'~ '~ F/~6L 7 5/27/02
B 1F/27L 28 6/17/02
C 1F/27L 28 6/17/02
D 1 F/-- L HOLD
131690 586 6.000 28.27 182.4 D & N 4658 32,1
REMARKS:
CONICAL CONICAL CONICALAND
AND SPLtT SHEAR
SPECIFIED COMPRESSIVE S~-E~-(~-A'I:'-~-8--D~YS 3600 24.8
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: C31,C 173 or 231,C138, C143, C172, C1064.
3) Moist cure
4)
D ~ E FRACTURE CAPPING METHODS
TYPES N = neoprene pads
S = sulfur capping compound
P = gypsum capping compound
Randall B a y ,