Town Center L3B3-LR020522Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 / 214-358-5885 I FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 22, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M-0201003-C-13
FIELD TEST DATA
LOCATION OF PLACEMENT: curb and drive through lanes.
DATE CAST: 4/24/02 SUPPLIER: TXI
WEATHER: overcast TICKET NO.: 3117858
TIME: 7:45 am MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT: *
SLUMP: 5 inches FLY ASH: *
AIR CONTENT: 3 % WATER:
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 85 F COARSE AGGREGATE: *
AMBIENT AIR: 70 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 20 gallons ADMIXTURE: *
BATCH TIME: 6:55 am FIELD DATA SUBMITTED BY: Wilson
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002834 DATE RECEIVED: 4/25/02
~YL~TYPE OF AGE- - ' -TE~ TOT,~L LO~D D~AMETER CYLInDeR AREA FRACTURE IcoM~RESSIVE~'rR~GTH
ID CURING (days) DATE (lb-f} ~1~- (in) ; (sq~ni~7(sq. Om) & CAPPING (p~ F (~a)
A 1-F/~I~-- 3~'---4/27/02 7-69g0 34~ 6.000---~'~;~7 182.4 O & h ' ~22 -- :1~i~
B 1F/6L 7 5/1/02 92640 412 6.000 28.27 182.4 0 & N 3276 22.6
C 1F/27L 28 5/22/02 112770 502 6.000 28.27 182.4 C & N 3988 27.5
D 1F/27L 28 5/22/02 128900 573 6.000 28.27 182.4 E & N 4559 31.4
E 1 F/-- L HOLD
REMARKS:.
CONICAL
' -SPECIFIED COMPRE"§SIVE STRE-N-(~¥H-/~Y28~S 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) Fietd ASTM test methods used: C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
3) moist cure
4)
B C ~-'" D
CONICAL CONICAL AND
AND SPLIT SHEAR
/ E FRACTURE
i TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping com. p'ound
Giles 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: May 22, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-14
FIELD TEST DATA
LOCATION OF PLACEMENT: Firelane; of north face of bank.
DATE CAST: 4/24/02 SUPPLIER: TXI
WEATHER: overcast TICKET NO.: 3118439
TIME: 1:30 am MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT: *
SLUMP: 5 inches FLY ASH: *
AIR CONTENT: 2 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 89 F COARSE AGGREGATE: *
AMBIENT AIR: 70 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 25 gallons ADMIXTURE: *
BATCH TIME: 12:55 am FIELD DATA SUBMITTED BY: Wilson
[X ] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX ] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: 6-002836 DATE RECEIVED: 4/25/02
:CY~ TYP~(DF' 7 --~-G-E TEST TOTAL LOAD
ID CURING (days) j DATE I (lb-f) : (kN)
A 1 F/2L 3 4/27/02 96300 428
B 1F/CL 7 5/1/02 105880 471
C 1F/27L 28 5/22/02 129470 576
D 1F/27L 28 5/22/02 124550 554
E 1F/- L HOLD
DIAMETER CYLINDER AREA FRACTURE iCOMPRESSIV~E STRENGTH!
(in.) i (sq. in.) I($q. cra) ~ . .
, ~ CAPPING (psi) , (MPa)
6.000 28.27 182.4 D & N 3406 23.5
6.000 28.27 182.4 D & N 3745 25.8
6.000 28.27 182.4 C & N 4579 31.6
6.000 28.27 182.4 C & N 4405 30.4
I
REMARKS:
SPE~-I~IED COMPRESSIVE sTRE~GTH~AT 28 DAY-S c 400° --- 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: C31,C173or231,C 138, C143, C172, C1064
3) moist cure
4)
A %\ -~' B C %,,--!
CONICAL CONICAL CONICAL AND
AND SPLIT SHEAR
D / E
FRACTURE
TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
= sulfur capping compound
gypsum capping compound
Randall B Harvey,ET. ~"
Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 / 214-3fi8-5885 / FAX: 214-358-5584
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 22, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-12
FIELD TEST DATA
LOCATION OF PLACEMENT: paving at the west side of bank building
DATE CAST: 4/24/02 SUPPLIER: TXI
WEATHER: overcast TICKET NO.: 3118175
TIME: 10:30 am MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT:
SLUMP: 4 inches FLY ASH: *
AIR CONTENT: 2 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 85 F COARSE AGGREGATE: *
AMBIENT AIR: 76 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 25 gallons ADMIXTURE:
BATCH TIME: 9:58 am FIELD DATA SUBMITTED BY: Wilson
[X] CYLINDER MADE BY GILES
[ X ] CYLINDER PICKED UP BY GILES
LAB NUMBER: C-002835
CYL TYPE OF : AGE
ID CURING
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/25/02
TEST TOTAL LOAD DIAMETER CYLINDER AREA ~RACTURE rCO~P~[~TRENGTHi
i (MPa)
(days) DATE (lb-f) (kN) (in) (sq. in.) i (sq, cra) & CAPPING i (psi)
A tF/2L 3 4/27/02 114720 510 6.000 28.27 182.4 C & N 4057 28.0
B 1F/6L 7 5/1/02 118770 528 6.000 28.27 182.4 D & N 4201 29.0
C 1F/27L 28 5/22/02 146110 650 6.000 28.27 182.4 D & N 5168 35.6
D 1F/27L 28 5/22/02 150750 671 6.000 28.27 182.4 D & N 5332 36.8
E 1F/-- L HOLD
REMARKS:
SPECIFIED COMPRESSIVE STRENGTH AT 28 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
4)
CONICAL CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping comp~un~
Randall B Harvey,ET./