Town Center L3B3-LR020429Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: MyconGeneraIContractor
208 E. Louisiana St.
McKinney, TX
DATE: April 29, 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:
WEATHER:
TIME:
NO. OF CYLINDERS:
SLUMP:
AIR CONTENT:
UNIT WEIGHT:
TEMPERATURE CONCRETE:
AMBIENT AIR:
WATER ADDED ON SITE:
BATCH TIME:
[x]
[x]
LAB NUI~BER:
CYL TYPE OF
ID CURING
A 1Ft2L
B 1FI6L
C 1FI27L
D 1F/27L
E 1Fl-- L
4/24/02 SUPPLIER: TXI
overcast TICKET NO.: 3117858
7:45 am MIX NO.: 8206
5 CEMENT:
5 inches FLY ASH: *
3 % WATER: *
· FINE AGGREGATE: *
85 F COARSE AGGREGATE: *
70 F #2 COARSE AGGREGATE: *
20 gallons ADMIXTURE: *
6:55 am FIELD DATA SUBMITTED BY: Wilson
CYLINDER MADE BY GILES [
CYLINDER PICKED UP BY GILES
C-002834
AG~ TEST
(days) DATE
;3 4/:?'7/(}2
7 5/1/02
28 5/22/02
28 5/22/02
HOLD
] CYLINDER MADE BY OTHER
[ ] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/25/02
TOTAL LoAD DiA~TER CYLINDER AREA ~RACTURE OoMPR~§iVE
(lb:f) (kN) (in.) (sq. in_:!_ (sq cm) & C_A.P.PING _(?i)~__ (MPa)
76950 342 6.000 28.27 182.4 D & N 2722 18.8
REMARKS:
CONICAL CONICAL
AND SPLIT
SPECIFIED coMpRES~IVE STRENGTH AT 28 DAYS 4000 27.6
SPECIMENS NOT YET TESTED I * INFORMATION NOT SUPPLIED
28
DAY
Laboratory ASTM test methods used: C 39, C 617, C 511
Field ASTM test methods used: C31, C173or231, C 138, C143, C172, C 1064
moist cure
FRACTURE
TYPES
CONICAL AND ~HEAR COLUMNAR
SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compg, und
Randali B Fla rv~y-i~:T~//-/----
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 29, 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 MIXNO.: 8206
NQ 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:
iX ] CYLINDER MADE BY GILES [ ]
Wilson
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
iX] CYLINDER PICKED UP BY GILES [ ]
LAB NUMBER: C-002836 DATE RECEIVED: 4/25/02
:CYL- TYPE OF AGE TEST TOTAL LOAD 7DIArvl~TER- CYL~NDERAREA F'RACTURE COMPRESSIVE STR~:FHi
(days) DATE (lb-f) (kN) (in.) (sq' ir~ii" (sq. Ami" S CAPPING (p~)- (MPa)
3 4/27/02 96300 428 6.000 28.27 182.4 C & N 3406 23.5
7 5/1/02
28 5/22/02
28 5/22/02
HOLD
ID CURING
A 1F/2L
B 1 F/6 L
C 1F/27L
D 1F/27L
E 1F/-- L
SPECIFIED dON1PRESSIVE STRENG'rH AT 28 DAYS
28 DAY SPECIMENS NOT YET TESTED
REMARKS:
4000 27.6
INFORMATION NOT SUPPLIED
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C31, C173or231, C138, C143, C172, C1064.
3) moist cure
4)
A~ B C % D E
\ ~ / FRACTURE
TYPES
~0NICAL CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compou~nd
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 29, 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 [ ] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/25/02
[X] CYLINDER PICKED UP BY GlLES [
LAB NUMBER: C- 002835
cYt_i TYPe oF AGE i TEST TOTAL LOAD i~ AMETER C~_iNDER AREA~ FRACTURE-~0~PRE~i~/E sT-R-E~GTH
ID CURING (days) DATE
A 1 F/2 L 3 4/27/02
B 1F/6L 7 5/1/02
C 1 F/27L 28 5/22/02
D 1F/27L 28 5/22/02
E 1F/-- L HOLD
(lb-f) (kN) ,
114720 510
(in) (sq. in.) (sq. cm) &C_A~PING (_ps.i_) ~_ (MPa!
6;'0-00 2-8.27 182.4 C & N 4057 28.0
REMARKS:
CONICAL
spEcIF:I-ED COMPRESSIVE STRENGTH AT 28 DAYS 4000 27.6
NOT YET TESTED J * INFORMATION NOT SUPPLIED
28
DAY
SPECIMENS
Laboratory ASTM test methods used: C 39, C 617, C 511.
Field ASTM test methods used: C31,C 173 or 231, C 138, C143, C172, C 1064.
moist cure
c ~,, D / E FRACTURE
\ / TYPES
CONICAL CONICALAND SHEAR
AND SPLIT SHEAR
COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping com~;~eund
Randall B Harvey,ET, /