Town Center L3B3-LR020410Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONS, IENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Sternmor~s Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: April 10, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-9
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway and parking paving 150 ft. south and 50 ft. west of southwest corner of parking lot.
DATE CAST: 4/3/02 SUPPLIER: Texas Industries
WEATHER: clear TICKET NO.: 3106184
TIME: 9:30 am MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT: *
SLUMP: 6 inches FLY ASH: *
AIR CONTENT: 2.8 % WATER: *
UNIT WEIGHT: FINE AGGREGATE: *
TEMPERATURE CONCRETE: 68 F COARSE AGGREGATE: *
AMBIENT AIR: 54 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0gallons ADMIXTURE: *
BATCH TIME: 8:55 am FIELD DATA SUBMITTED BY: Rau
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
[X] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002685 DATE RECEIVED: 4/4/02
CYL TYPEO~ AGE ' TEST TOTALLOAD E)[AMET~R ~YLiN~E-I~AREA FRA~TuR~ COMPR~S~J-V~STRENGTH
ID CURING (days) DATE (lb-f) (kN) ' (in.) (,sq. ini~ [isq. cra) & CAPPING (psi) (MPa)
A 1F/2L 3 4/8/02 91i~0 406 6.000 28.27 182.4 o & N 3225 22.2
B 1F/6L 7 4/10/02 129290 575 6.000 28.27 182.4 D & N 4573 31.5
C 1F/27L 28 5/1/02
D 1F/27L 28 5/1/02
E 1F/-- L HOLD
REMARKS:
A /
CONICAL
1)
2)
3)
4)
CONICAL
AND SPLIT
spECiFiED ~0MPRESsivE sTRENgTH AT 28 DAYS 4000 27.6
28 DAY SPECIMENS NOT YET TESTED I * 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
FRACTURE
TYPES
CONICAL AND SHEAR
SHEAR
COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping co,,.~ound
Randall B Harvey,ET./
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: April 10, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-10
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway and parking paving sampled 130 ft. east from southeast corner.
DATE CAST: 4/3/02 SUPPLIER:
WEATHER: sunny TICKET NO.:
TIME: 12:15 pm MIX NO.:
NO. OF CYLINDERS: 5 CEMENT:
SLUMP: 51/2 inches FLY ASH:
AIR CONTENT: 2.4 % WATER:
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 72 F COARSE AGGREGATE:
AMBIENT AIR: 58 F #2 COARSE AGGREGATE:
WATER ADDED ON SITE: 0gallons ADMIXTURE:
BATCH TIME: 11:20 am FIELD DATA SUBMITTED
IX] CYLINDER MADE BY GILES [
IX] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C- 002687
CYL! TYPE OF AGE
ID CURING (days)
A 1F/2L 3
B 1 F/6 L 7
C 1F/27L 28
D 1F/27L 28
E 1 F/-- L HOLD
Texas Industries
3106873
8206
BY: Rau
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/4/02
TEST TOT,~,L LOA6 [Si~r~l~-TE~i Ct;[INbERAREA ~RACTuRE ~OMPRE§~iVI=~TRENGTH
DATE ' (lb-f) (kN) (in.) ' (sq. in.) i(sq. om) & CAPPING -(l~si-~ ......(MPa)
4/6/02 109130 485 6000 28.27 182.4 D & N 3860 26.6
4/10/02 133150 592 6.000 28.27 182.4 D & N 4709 32.5
5/1/02
5/1/02
REMARKS:
A\
CONICAL
SPECiFiEDcoMPREsSIVE STRENGTH AT 28 DAyS 4000 27.6
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 173or231, C 138, C143, C172, C 1064.
3) moist cure
4)
c'\
/ x
CONICAL CONICAL AND
AND SPLIT SHEAR
FRACTURE
TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping c~-npound
Randall B Harvey,ET.~/
Giles Engineering Asso'ciates, 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: April 10, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M-0201003-C-7
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway parking paving; southeast corner sampled at 25 ft. east and 25 fi. south.
DATE CAST: 4/3/02 SUPPLIER:
WEATHER: dear TICKET NO.:
TIME: 11:15 am MIX NO.:
NO. OF CYLINDERS: 5 CEMENT:
SLUMP: 5 inches FLY ASH:
AIR CONTENT: 2.2 % WATER:
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 70 F COARSE AGGREGATE: *
AMBIENT AIR: 62 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: * ADMIXTURE: *
BATCH TIME: 10:25 am FIELD DATA SUBMITTED BY:
IX ] CYLINDER MADE BY GILES [ ]
ix]
LAB NUMBER:
CYL TYPE OF
ID CURING (days) DATE (Ibd)
A 1 Fl2 L 3 4~6~02 103530
B 1 F/6L 7 4/10/02 126570
C 1F/27L 28 5/1102
D 1Ft27L 28 511102
E 1 F/-- L HOLD
Texaslndustries
3106320
8206
Rau
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
CYLINDER PICKED UP BY GILES [ ]
C- 002686 DATE RECEIVED: 4/4/02
A~E TEST TOTAL LOAD DIAMETER:CYLiNDER AREA FRACTURE COMPRESSWE S~:RE~NGTH
(kN) (in.) (sq. in.) ' (sq. cm) & CAPPING: (psiS-- iMpa)
461 6.000 28.27 182.4 B & N 3662 25.2
563 6.000 28.27 182.4 D & N 4476 30.9
REMARKS:
CONICAL
sPEcIFiED COMPRESSIVE sTRENG~T 28 D~s 4000 27.6
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 173or231, C 138, C 143, C172, C1064.
3) moist cure
4)
CONICAL CONICAL AND
AND SPLIT SHEAR
FRACTURE
TYPES
COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping co~pound
Randall B Harvey,ET.//