Town Center L3B3-LR020408Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Stemrnons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: April 08, 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: *
SLUMR: 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
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
[X] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELtVERED TO LAB
LAB NUMBER: C-002687 DATE RECEIVED: 4/4/02
C~.]- ~ OF~ AGE " TE~-'ITM '-~6¥,~1_ Lb~-I~-~D~--A~qTE~ CYLINDER AREA] FRACTURE ICOMPRESSIVE STRENGTH!
ID CURING
A 1 F/2 L
B 1F/6L
C 1F/27L
D 1F/27L
E 1F/-- L
(days) i DATE (lb-f) (kN) : (in.) (sq. in.) , (sq cra) & C~,PRI_N6! _ . (~p_si~)__._~__ (_MPa)
3 4/6/02 109130 485 6.000 28.27 182.4 D & N 3860 26.6
7 4/10/02
28 5/1/02
28 5/1/02
HOLD
REMARKS:
CONICAL
SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS
28 DAY SPECIMENS NOT YET TESTED
4000 F--
* 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)
B Cc-- O ~ E FRACTURE
~ ~ / TYPES
CONICAL CONICAL AND SHFAR COLUMNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compound
Rand;Il ~ -~rv;y,~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 08, 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 ft. south.
DATE CAST: 4/3~02 SUPPLIER: Texas Industries
WEATHER: clear TICKET NO.: 3106320
TIME: 11:15am MIXNO.: 8206
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: Rau
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
ix]
LAB NUMBER:
,CYL; TYPE OF
ID CURING (days)
A 1 F/2 L 3
B 1F/6L 7
C 1F/27L 28
D 1F/27L 28
E 1F/-- L HOLD
CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB'
6-002686 DATE RECEIVED: 4/4/02
,~,-GE ~-¥EST TECTAL. ___LOAD I DIAMETER C_Y_L?_NDER AR~_~ FRAC~'URE COMPRESSIVE STRENGTH
i DATE (lb-f) (kN) ! (in.) (sq. in.) , (sq. cra) & CAPP NG (psi) ! (MPa)
4/6/02 103530 461 6.000 28.27 182.4 8 & N 3662 25.2
4/10/02
5/1/02
5/1/02
REMARKS: 1)
2)
3)
CONICAL
4)
CONICAL
AND SPLIT
SPE(~I-F~D coMPRE~SsIVE STRENGTH ~'r~ ~)~,'~Ts 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: C 31, C 173 or 231, C 138, C 143, C 172, C 1064.
moist cure
c D E
CONICAL AND ~HEAR coLUM'NAR
SHEAR
FRACTURE
TYPES
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping compo?nd
Randall B Harvey,l=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 08, 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
[X] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
IX] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002685 DATE RECEIVED: 4/4/02
CYL TYPE OF A~E ~ I'EST TOTAL LOAD ~DIAMETERi CYLINDER AREA FRACTuRE--cE~MP~i'~-~r-i:~E-NGTH
ID CURING (days) DATE (lb-f) (kN) (in.) (sq. in) :(sq cra) & CAPPING! (psi) i (MPa)
A 1F/2L 3 4/6/02 91180 406 8.000 2~.2~ i82.4 C & N' 3~:~5 ........ 22.2
B 1 F/6 L 7 4/10/02
C 1 F/27L 28 5/1/02
D 1 F/27L 28 5/1/02
E 1 F/-- L HOLD
I 28 DAY SPECIMENS NOT YET TESTED
REMARKS:
SPECIFIED C0M-I:;~ESsivE STRENGTH AT 28 DAYS
F 4~)00- 27.6
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)
A D [
B C ~\
FRACTURE
TYPES
CONICAL CONICAL CONICAL AND SHEAR COLUMNAR
AND SPLIT SHEAR
CAPPING METHODS
N = neoprene pads
S = sulfur capping compound
P = gypsum capping comp~ound
Rand;il B Ft~r~;y,~//"