Town Center L3B3-LR020531Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
'10722 North Sternmons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 31,2002
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
WEATHER: rain
TIME: 7:03 am
NO. OF CYLINDERS: 4
SLUMP: 4 inches
AIR CONTENT: 4 %
UNIT WEIGHT: *
TEMPERATURE CONCRETE: 72 F
AMBIENT AIR: 61 F
WATER ADDED ON SITE: 0 gallons
BATCH TIME: 6:49 am
IX] CYLINDER MADE BY GILES
IX]
LAB NUMBER:
CYL TYPE OF
ID CURING
A 1 F/6 L
B 1F/27L
C 1F/27L
D 1F/-- L
SUPPLIER: TXI
TICKET NO: 3123030
MIX NO.: 546
CEMENT:
FLY ASH:
WATER: *
FINE AGGREGATE:
COARSE AGGREGATE: *
#2 COARSE AGGREGATE: *
ADMIXTURE:
FIELD DATA SUBMITTED BY: K.Houston
[ ] CYLINDER MADE BY OTHER
CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
C-002889 DATE RECEIVED: 5/3/02
AGE TEST ToTAE LOAD i-~IAMETER cY[.iNDER AREA FRAbTURE COMPRF:SSIV~ STR~N~THi
(days) DATE Ob.f) 'i,~N'~' (in.) (s(~i~.) ~ (sq. cm) & CAPPING (psi) (MPa)
7 5/9/02 143110 637 6.000 28.27 182.4 O & N 5061 34.9
28 5/30/02 175260 780 6.000 28.27 182.4 E & N 6199 42.7
28 5/30/02 189810 844 6.000 28.27 182.4 E & N 6713 46.3
HOLD
REMARKS:
A '~ / B C '~
/
CONICAL CONrCAL CONICAL AND
AND SPLIT SHEAR
SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS 4000 27.6
1) Laboratory ASTM test methods used: C 39, C 617, C 5tl.
2) Field ASTM test methods used: C31,C173or231, C138, C143, C172, C1064
3) moist cure
4)
D / E FRACTURE CAPPING METHODS
TYPES N = neoprene pads
S = sulfur capping compound
P = gypsum capping compopnd
SHEAR
COLUMNAR
Randall B Harve;,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: May 31,2002
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:
WEATHER: cloudy TICKET NO.:
TIME: 10:20 am MiXNO.:
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
[X ] CYLINDER MADE BY GILES [
IX] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C- 002887
CYL- TYPE OF
ID CURING
A 1 F/6 L
B 1F/27L
C 1F/27L
D 1Fl-- L
Txi
3123486
549
BY: Houston
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/3/02
AGE -' - 'FEET TOTAL LoAD 'DiA~E'TER ~YLINDER AREA FRACtuRE COMPRESSIVE
(days) _DAT_E (lb-f) (kN) ......... (in.) (sq.~n.~ (sq. cm) & CAPPING (ps_i)_ (MPa)
7 5/9/02 138370 616 6.000 28.27 182.4 D & N 4894 33.7
28 5/30/02 177520 790 6.000 28.27 182.4 D & N 6278 43.3
28 5/30/02 191150 850 6.000 28.27 182.4 C) & N 6761 46.6
HOLD
REMARKS:
A\ 1/
CONICAL
1)
2)
3)
4)
spEciFiED c0MPRES§IVE STREhG'rH A-r28 DA'~'S 4000 27.6
TEST RESULTS COMPLY WITH SPECIFICATION / * INFORMATION NOT SUPPLIED
Laboratory ASTM test methods used: C 39, C 617, C 511.
Field ASTM test methods used: C31~C173or231, C138, C143, C172, C1064.
moist cure
C-- ~ D / E
CONICAL CONICAL AND ~HEAR COLUMNAR
AND SPLIT SHEAR
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsu~ cappmc~.o~ou_nd
Randall B Harvey,ET. --