Town Center L3B3-LR020712Giles 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: July 12, 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: 1:45 pm MIX NO.:
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 4 3/4 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]
IX]
LAB NUMBER:
!C'~] TYPE OF
ID CURING
A 1F/CL
B 1F/27L
C 1F/27L
D 1F/-- L
CYLINDER
CYLINDER
C-003158
MADE BY GILES [
PICKED UP BY GILES [
AGE TEST
(days) DATE
7 6/20/02
28 7/11/02
28 7/1 1/02
HOLD
TXI
3148299
9783
BY: Wheeler
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 6/14/02
TOTAL LOAD i DIAMETER! CYL NDER AREA iFRACTURE COMPRESSIVE STRENGTHi
(Ib-~ (kN) ; (in.) (sq. in.) i(sq. cm) ~& CAPPING ~ ----(MPa) :
99560 443 6.000 28,27 182.4 C & N 3521 24.3
120100 534 6.000 28.27 182.4 D & N 4248 29.3
146270 651 6.000 28.27 182.4 D & N 5173 35.7
...... SPECIFIED C0~IPRESSIVE STRENGTH AT 28 DAYS 3500 24.1
COMPLY WITH SPECIFICATION J * INFORMATION NOT SUPPLIED
TEST
RESULTS
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)
c D ~ E FRACTURE CAPPING METHODS
N = neoprene pads
TYPES S = sulfur capping compound
~ P = gypsum capping compound
CONICAL CONICAL AND SH~R COLUMNAR
AND SPLIT SHEAR Rand II B
REMARKS:
CONICAL
Giles Engineering Associates, Inc.
G EOTECHNICAL, 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; July 12, 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
WEATHER: clear
TIME: 1:45 pm
NO. OF CYLINDERS: 4
SLUMP: 4 3/4 inches
AIR CONTENT: 2 %
UNIT WEIGHT: *
TEMPERATURE CONCRETE: 86 F
AMBIENT AIR: 92 F
WATER ADDED ON SITE: 0 gallons
BATCH TIME: 12:08 pm
IX] CYLINDER MADE BY GILES
ix]
LAB NUMBER:
CYL TYPE OF
ID CURING
B 1F/27L
C 1FI27L
SUPPLIER: TXI
TICKET NO.: 3148299
MIX NO.: 9783
CEMENT: *
FLY ASH: *
WATER: *
FINE AGGREGATE: *
COARSE AGGREGATE: *
#2 COARSE AGGREGATE: *
ADMIXTURE: *
FIELD DATA SUBMITTED BY: Wheeler
] CYLINDER MADE BY OTHER
CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
C- 003158 DATE RECEIVED: 6114102
AGE ~-ES'l:- - ToT~L~OAD -D-IAMETE~i~YLIN~ER,~,R~; FRA-~TuR~icO~PRESSI~'S~R~NGTH
(days) DATE (lb-f) (kN) (in.) (sq. in.) (~qT~i-~ & CApP[?G _(p~si!_ ~__. (_M_Pa)
7 6/2~')-02 ~560 443 6.000 28.27 182.4 C & N 3521 24.3
28 7/11/02 120100 534 6.000 28.27 182.4 D & N 4248 29.3
28 7/11/02 146270 651 6.000 28.27 182.4 D & N 5173 35.7
HOLD
REMARKS:
CONICAL CONICAL CONICAL AND
AND SPLIT SHEAR
S~Eci~D~OMPRESsivE STREN~-r~AT'28 D~,~'S 350-0 ' ~ -~4.1
COMPLY WITH SPECIFICATION I * INFORMATION NOT SUPPLIED
TEST
RESULTS
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)
D ~ E FRACTURE CAPPING METHODS
TYPES N = neoprene pads
S = sulfur capping compound
P = gypsum capping compound
COLUMN,~R
SHEAR
Randall B Harvey'ET./