Town Center L3B3-LR020510Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Oallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 10, 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: 0 gallons ADMIXTURE: *
BATCH TIME: 6:49 am FIELD DATA SUBMITTED BY: K.Houston
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX] CYLINDER PICKED UP BY GtLES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: 0-002889 DATE RECEIVED: 5/3/02
C~L~YP~ OF: : 'AGE ~-""-TEST T(~fAL LOAD ~E)iA-~ETER ~;-Y~LINDEF~AR~A
ID CURING (days) i DATE i i'l-b--f) "-(kN) ' (in.) (s-q~ in.)~(~]~m) i & CAPP NG (ps0 ! (MPa) :
A 1F/6L 7 5/9/0:~--- 143:i30 ~7 6'~0-0~28~27 ' 1-8~-.~- ~ S; N 5061 34.9
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
28 DAY SPECIMENS NOT YET TESTED
REMARKS: 1)
2)
3) moist cure
4)
CONICAL CON[GAL CONICALAND
AND SPLIT SHEAR
4000 ! 27.6
* iNFORMATION NOT SUPPLIED
Laboratory ASTM test methods used: C 39, C 617, C 511.
Field ASTM test methods used: C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
COLUMNAR
FRACTURE
TYPES
SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
' P = gypsum capping comp und
Randall B Harvey,ET.~
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 10, 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 [
TXI
3132126
546
BY: K.Houston
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/3/02
IX] CYLINDER PICKED UP BY GILES [
LAB NUMBER: 6-002888
CYL ~'YP~ 0F A~ ? ---TEST - ~ TOTAL LOAD I DIAMETER CYLINDER AREA FRACTURE COMPRESSIVE STRENGTH
ID CURING (days) _._D_ATE _ (lb-f}. (kN) .........! (in.) r(~ in.) i(sq. cm) & CAPPING (psi) I (MPa)
A 1F/6L 7 5/9/02 148420 660 6.000 28.27 182.4 D & N 5249 36.2
B 1F/27L 28 5/30/02
C 1 F/27L 28 5/30/02
D 1 F/-- L HOLD
REMARKS:
A\
CONICAL
spEciFiE~-C~MPREsSIVE s~GTH AT--2~ E)/~'~ -' ~00- = 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: C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
3) moist cure
4)
CONICAL CONICAL AND
AND SPLIT SHEAR
E FRACTURE
TYPES
SHEAR COLUMNAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compound
Harv~y,ET.e -Y ....
Randati'-B
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 10, 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 MIX NO.:
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
IX] CYLINDER MADE BY GILES [
IX] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-002887
C'~!~-- TYPE OF AGE !
ID CURING (days) [
Txi
3123486
549
BY: Houston
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 5/3/02
TEST ' TOTAL LOAD DtAMETER I CYLINDER AREA FRACTURE COMPRESSIVE STRENGTHI
DATE r (lb-f) F ~I~N) i (in.) ! (sq. in.) i(sq cm) & CAPPING (psi) (MPa)
A 1F/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
138370 616 6.000 28.27 182.4 a & N 4894 33.7
REMARKS: 1)
CONICAL
2)
3)
4)
B C D E
CONICAL CONICALAND SHEAR COELIM~AR
AND SPLIT SHEAR
SPECIFIED c~MPRESsivE STRENGT-I~-~,'I' 28-bAYS - ' 40~-- ~7.6- -
DAY SPECIMENS NOT YET TESTED I * INFORMATION NOT SUPPLIED
28
Laboratory ASTM test methods used: C 39, C 617, C 511.
FieId ASTM test methods used: C31, C173or231, C 138, C143, C172, C1064.
moist cure
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compo~pnd
Rand~li B ~Y, E-i:;~''''/-~-