Town Center L3B3-LR020430Giles 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 30, 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:
WEATHER: clear TICKET NO.:
TIME: 9:30 am MIX NO.:
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: 0 gallons ADMIXTURE:
BATCH TIME: 8:55 am FIELD DATA SUBMITTED
IX] CYLINDER MADE BY GILES [
IX ] CYLINDER PICKED UP BY GILES
LAB NUMBER: C-002685
[CYL ~YPE OF AGE TEST TOTAL LOAD
ID CURING (days) DATE ' (lb-f)'- (kNi- i (in.)
Texaslndustries
3106184
8206
BY: Rau
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/4/02
(sq. in.) ~ (sq cm) i & CAPPING
]~~;LINDE~REA ~R~,~TIJRE ]~'SfvlFRE-S~;IVE ~:F-REN~TH:
(psi) i (MPa)__ ,
A" 1FI2L - 3 .... 4/~6/02' 9i180 ' 406 6.000 28.27 182.4 c & N 3225 22.2
B 1F/6L 7 4/10/02 129290 575 6000 28.27 182.4 D & N 4573 31.5
C 1F/27L 28 5/1/02 171140 761 6.000 28.27 182.4 D & N 6053 41.7
D 1Ft27L 28 511102 166800 742 6.000 28.27 182.4 D & N 5899 40.7
E 1 F/-- L HOLD
REMARKS:
CONICAL
SPECIFIED COMPRESSIVE STRI~I~T'H AT~8 DAYS 4000 27.6
TEST RESULTS COMPLY WITH SPECIFICATION ~ 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)
c ~ o ~ E FRACTURE CAPPING METHODS
, N = neoprene pads
TYPES S = sulfur capping compound
..... P = gypsum capping c~o~,pound
CONICALsHEARAND SHEAR COLUMNAR Rand;i-i B Har eyTE-+ , .
CONICAL
AND SPLIT
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 30, 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
WEATHER: overcast
TIME: 10:30 am
NO. OF CYLINDERS: 5
SLUMP: 4 inches
AIR CONTENT: 2 %
UNIT WEIGHT:
TEMPERATURE CONCRETE: 85 F
AMBIENT AIR: 76 F
WATER ADDED ON SITE: 25 gallons
BATCH TIME: 9:58 am
[XI CYLINDER MADE BY GILES
SUPPLIER: TXI
TICKET NO.: 3118175
MIX NO.: 8206
CEMENT: *
FLY ASH: *
WATER:
FINE AGGREGATE: *
COARSE AGGREGATE: *
#2 COARSE AGGREGATE: *
ADMIXTURE: *
FIELD DATA SUBMITTED BY: Wilson
] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/25/02
[X] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C-002835
C~L' T;(-F;~: o~ ~,-GE ..... -:I'E~TT To-TALLO_AD~AMETER CYLiNDE-~ ARE~, #RACTuR~OMP~ESSI~-~:Y~'~NGT~i
ID CURING (days) DATE (lb-f) (kN) , (in.) (sq. in.) (sq. cra) & CAPPING, (psi) (MPa)
A 1F/2L 3 4/27/02 114720 510 6.000 28.27 182.4 ¢ & N 4057 28.0
B 1F/6L 7 5/t/02 118770 528 6.000 28.27 182.4 ¢ & N 4201 29.0
C 1F/27L 28 5/22/02
D 1 F/27L 28 5/22/02
E 1 F/-- L HOLD
REMARKS:
/
CONICAL
1)
2) Field ASTM test methods used:
3) moist cure
4)
CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
~ECIFIED C;OMPRESSIvE STRENGTFi-A'I'-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
C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P: gypsum ~pi~gzo~,n~und
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 30, 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: 4~24/02 SUPPLIER: TXI
WEATHER: overcast TICKET NO.: 3117858
TIME: 7:45 am MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT:
SLUMP: 5 inches FLY ASH:
AIR CONTENT: 3 % WATER:
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 85 F COARSE AGGREGATE: *
AMBIENT AIR: 70 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 20 gallons ADMIXTURE: *
BATCH TIME: 6:55 am FIELD DATA SUBMITTED BY: Wilson
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
ix]
LAB NUMBER:
CY~- TYPE OF AGE ;
ID C~U?!NG (days)
A 1F/2L 3
B 1F/6L 7
C 1F/27L 28
D 1F/27L 28
E 1 F/-- L HOLD
CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
C- 002834 DATE RECEIVED: 4~25~02
TEST ' TOTAL~(~'~)-' DIETER '~'~LINDER ARE~R~TUF~E C6M-PRESSIV~ STRENGTH
4/27/02 76950 342
5/1/02 92640 412
5/22/02
5/22/02
6.000 28.27 182.4 D & N 2722 18.8
6.000 28.27 182.4 D & N 3276 22.6
- 'SPECIFIED~)~RE§~ivE STRENGTH AT 28 DAYS ' ' 4000 ' 27.6
REMARKS:
CONICAL
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, C 172, C 1064.
3) moist cure
4)
CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compound
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 30, 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: Texas Industries
WEATHER: sunny TICKET NO.: 3106873
TIME: 12:15 pm MIX NO.: 8206
NO. OF CYLINDERS: 5 CEMENT: *
SLUMP: 5 1/2 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: 0 gallons ADMIXTURE: *
BATCH TIME: 11:20 am FIELD DATA SUBMITTED BY: Rau
iX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
] CYLINDER DELIVERED TO LAB
DATE RECEIVED: 4/4/02
iX ] CYLINDER PICKED UP BY GILES [
LAB NUMBER: C- 002687
: CYL~ TYP~ OF AGE TEST TOTAL LOAD ;DIAMETER CYLINDER AREA: F'AhCTuR~':~6~i~R~-SiVE STR~NGfH
ID CUR NO (days) i ...... DATE (lb-0 (kN) ¢ (in.) (sq. in.) (sqT~mi & CAPPING (psi) (MPa)
A 1F/2L 3 4/6/02 109130 485 6.000 28.27 182.4 D & N 3860 26.6
B 1F/6L 7 4/10/02 133150 592 6.000 28.27 182.4 O & N 4709 32.5
C 1F/27L 28 5/1/02 173610 772 6.000 28.27 182.4 D & N 6140 42.3
D 1F/27L 28 5/1/02 174950 778 6.000 28.27 182.4 D & N 6188 42.7
E 1 F/-- L HOLD
REMARKS:
SPECIFIE~ ~C~)-MPRESSIVE S-TRENGT~-AT 2-8 DAYS - 4000 : 27.6
TEST RESULTS COMPLY WITH SPECIFICATION I * 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 CONICAL AND
AND SPLIT SHEAR
FRACTURE
TYPES
~HEAR COLUMnaR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping comp~gund
Randall B' H~rv~E-T~
Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Daiias, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: April 30, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd, & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-8
FIELD TEST DATA
LOCATION OF PLACEMENT: driveway parking lot paving 25 ft. south and 40 ft. west from southwest corner.
DATE CAST: 4/3/02 SUPPLIER: Texas Industries
WEATHER: clear TICKET NO.: 3106058
TIME: 7:25 am MIX NO.: 8206
NO. OF CYLINDERS: 4 CEMENT:
SLUMP: 5 inches FLY ASH: *
AIR CONTENT: 1.6 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE:
TEMPERATURE CONCRETE: 68 F COARSE AGGREGATE: *
AMBIENT AIR: 52 F #2 COARSE AGGREGATE: *
WATER ADDED ON SITE: 0 gallons ADMIXTURE:
BATCH TIME: 7:00 am FIELD DATA SUBMITTED BY: Rau
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: 6-002684 DATE RECEIVED: 4/4/02
CYL TYPE OF AGE
ID CURING (days)
TEST TOTAL LOAD
DATE (lb-f) (kN)
A 1F/CL 7 4/10/02 107480 478
B 1F/27L 28 5/1/02 171830 764
C 1F/27L 28 5/1/02 141260 628
D 1 F/-- L HOLD
iDIAMETERI CYLINDER AREA: FRACTURE ICOMPRESSIVE STRENGTHi
(in.) (sq. in,) ~.__cm_)_ _ & CAPPING --(~i)`, j ~Pa)
6.000 28.27 182.4 D & N 3801 26.2
6.000 28.27 182.4 D & N 6077 41.9
6.000 28.27 182.4 C & N 4996 34.4
REMARKS:
CONICAL
SPECIFIED 6~3MPRESSWE STRENGTH AT 2S-DAYS ' '4000 7-" 2716
TEST RESULTS COMPLY WITH SPECIFICATION / * 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 or231, C 138, C 143, C 172, C 1064
3) moist cure
4)
C D
CON[GAL CONICAL AND SHEAR
AND SPLIT SHEAR
COLUMNAR
FRACTURE
TYPES
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 30, 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 nodh face of bank.
DATE CAST: 4/24/02 SUPPLIER: TXI
WEATHER: overcast ' TICKET NO.: 3118439
TIME: 1:30 am MIX NO.: 8206
NO. 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: Wilson
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
ix]
LAB NUMBER:
CYL TYPE OF
ID CURING (days) DATE Ob-f)
A 1 F/2L 3 4/27/02 96300
B 1F/6L 7 5/1/02 105880
C 1 F/27L 28 5/22/02
D 1F/27L 28 5/22/02
E 1 F/-- L HOLD
CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED 'FO LAB
C- 002836 DATE RECEIVED: 4~25~02
AGE : -f~S'F TOTAL LOAD --~I-AI~'I=:zF~i CYLi~)-ER AREA! FRACTURE ~0MPRESSI~'~'rRENGTHi
(kN) (in) ! (sq. in.) ; (sq. cm) & CAPPING (psi) (MPa)
428 6.000 28.27 182.4 c & N 3406 23.5
471 6.000 28.27 182.4 C & N 3745 25.8
SPECIFIED COMPRESSIVE STRENGTH 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, C 173 or 231, C 138, C 143, C 172, C 1064.
3) moist cure
4)
CONICAL CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum cappin9 compound
Randall B
Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemmons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 2'f4-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: April 30, 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: Firetane; of north face of bank.
DATE CAST: 4/24/02 SUPPLIER: TXI
WEATHER: overcast TICKET NO.: 3118439
TIME: 1:30 am MIX NO.: 8206
NO. 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:
[X] CYLINDER MADE BY GILES [
Wilson
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
[X] CYLINDER PICKED UP BY GILES [ ]
LAB NUMBER: C-002836 DATE RECEIVED: 4/25/02
CY[~:' ~"~TP~oF - AGE TEST %~o~'ALI_OA~i~]~,-'~;YLINDERAR~ ~RA~TUR~ iCO~R-e§-~i~)~ SYREr~YRi
ID ; CURING (days) DATE -(l~;f) - (kN) (in.) (scl] in.) i(s~. cm~ & CAPPING -
A 1F/2L 3 4/27/02 128980 574 6.000 28.27 182.4 C & N 4562 31.5
B 1 F/EL 7 5/1/02
C 1 F/27 L 28 5/22/02
D 1 F/27L 28 5/22/02
E 1 F/-- L HOLD
1
REMARKS:
SPECIFIED COMPRESSIVE STRENGTH ~,T 28 DAY--S' ' 4.000- ~ 27.6
28 DAY SPECIMENS NOT YET TESTED ~ * INFORMATION NOT SUPPLIED
J
A\
CONICAL
1) Laboratory ASTM test methods used: C 39, C 617, C 511
2) Field ASTM test methods used: C31,C173or231, C 138, C143, C172, C1064.
3) moist cure
4)
B C D /,~ E
CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping comp~und
Rand~li B I--t~rve;,~T~/