Town Center L3B3-LR020509Giles 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 Generat Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 09, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M-0201003-C-15
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway pavement; 25 ft. southwest from front door of building.
DATE CAST: 5/2/02 SUPPLIER: Txi
WEATHER: cloudy TICKET NO.: 3123486
TIME: 10:20 am MIX NO.: 549
NO. OF CYLINDERS: 4 CEMENT: *
SLUMP: 4 inches FLY ASH: *
AIR CONTENT: .5 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 72 F COARSE AGGREGATE: *
AMBIENT AIR: 61 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0 gallons ADMIXTURE: *
BATCH TIME: 10:42 am FIELD DATA SUBMITTED BY: Houston
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002887 DATE RECEIVED: 5/3/02
CYL -tYPE OF AGE- i TEST TOTAL LOAD D AMETER CYLINDER__ AREA_,, FRACTURE iCOMPRESSIVE.. STRENGTH
ID ! CURING (days) : DATE (lb-f) (kN) (in.) i (sq. in.) (sq cm) & CAPPING psi) '-~-i~Pa)-
A 1F/6L 7 5/9/02 144790 644 6.000 28.27 182.4 C & N 5121 35.3
B 1 F/27L 28 5/30/02
C 1 F/27L 28 5/30/02
D 1 F/-- L HOLD
SPECIFIED coMPREsSIVE sTRENGTH AT 28 DAYS
I 28 DAY SPECIMENS NOT YET TESTED J
REMARKS: 1) Laboratory ASTM test methods used: C 39, C617, C511.
2) Field ASTM test methods used: C31, C 173 or 231, C 138, C 143, C 172, C 1064.
4000 27.6
INFORMATION NOT SUPPLIED
A~
CONICAL
3) moist cure
4)
FRACTURE
TYPES
CONICAL C O NI~I- A~D SHEAR COLUMNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping co~pound
Randall B HarVey,MT.//
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; May 09, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-16
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway along front of bank.
DATE CAST: 5/2/02 SUPPLIER:
WEATHER: rain TICKET NO.:
TIME: 7:35 am MIX NO.:
NO. OF CYLiNDERS: 4 CEMENT:
SLUMP: 5 inches FLY ASH:
AIR CONTENT: 4 % WATER:
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 72 F COARSE AGGREGATE:
AMBIENT AIR: 62 F #2 COARSE AGGREGATE:
WATER ADDED ON SITE: 0 gallons ADMIXTURE:
BATCH TIME: 7:50 am FIELD DATA SUBMITTED
IX ] CYLINDER MADE BY GILES [
IX] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C- 002888
CYL TYPE OF AGE -- TEST
ID CURING (days) DATE
A i F/6L 7 5/9/02
B 1 F/27L 28 5/30/02
C 1 F/27L 28 5/30/02
D 1 F/-- L HOLD
TXI
3132126
546
BY: KHouston
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/3/02
TOTAL LoAD blAMEYER CYL_IkDI=R AR~A FRACTURE ~OMPRES~IV~TRENGTH
(lb-f) (kNi (in.) (sq in.) (sq. cm) & CAPPING '(psi} (MPa)
146140 650 6.000 28.27 182.4 A & N 5169 35.6
REMARKS:
A", / B
CONICAL
1)
2)
3)
4)
CONICAL
AND SPLIT
spEciFIED CompREsSivE STRENGTFI AT 28 DAYs 4000 27.6
28 DAY SPECIMENS NOT YET TESTED J * INFORMATION NOT SUPPLIED
Laboratory ASTM test methods used: C 39, C 617, C 511
Field ASTM test methods used: C31,C 173 or 231, C 138, C 143, C 172, C 1064.
moist cure
C '~ D E CAPPING METHODS
\ / FRACTURE
~/ TYPES N = neoprene pads
S = sulfur capping coml?ound
P = 9ypsum capping co/npound
CONICAL AND SHEAR COLUMNAR
/
SHEAR Randall B Harvey,ET.
Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION IVIATERIALS 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 09, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M-0201003-C-17
FIELD TEST DATA
LOCATION OF PLACEMENT: Driveway located northwest of building 25 ft.
DATE CAST: 5/2/02 SUPPLIER: TXI
WEATHER: rain TICKET NO.: 3123030
TIME: 7:03 am MIX NO.: 546
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 4 inches FLY ASH: *
AIR CONTENT: 4 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 72 F COARSE AGGREGATE: *
AMBIENT AIR: 61 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0gallons ADMIXTURE: *
BATCH TIME: 6:49 am FIELD DATA SUBMITTED BY: K.Houston
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/3/02
IX ] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-002889
CML TYPE OF AGE ~ TEST TOTAL LOA~DIAMETEP, C~-INDER,AREA ~RA~TUR~ !CoMPI~,~I~E ~¥F~'~TH
ID CURING (days) DATE (b-f) (kN) (in.) (sq. in.) (sq. cm) & CAPPING (psi) (MPa)
A 1F/6L 7 5/9/02 146880 653 6000 28.27 182.4 E & N 5195 35.8
B 1 Ft27 L 28 5~30~02
C 1 F/27L 28 5/30/02
D 1 F/-- L HOLD
REMARKS:
CONICAL
SPECIFIED cOMpREssIVE STRENGTH AT 28 DAYS 4000 27.6
28 DAY SPECIMENS NOT YET TESTED 1 * 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
AND SPLIT
CONICALAND
SHEAR
FRACTURE
TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping co,¢pound
Randall B Harvey,ET.