Town Center L3B3-LR020517Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
10722 North Sternrnons Freeway / Dallas. TX 75220 / 214-358-5885 / FAX: 214-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: May 17, 2002
Report of Concrete Compression Test
PROJECT: First American Bank
Denton Tap Rd. & Town Center Dr.
Coppell, TX
PROJECT NO.: 4M- 0201003-C-11
FIELD TEST DATA
LOCATION OF PLACEMENT: storm drain inlet from parking lot to city tie in.
DATE CAST: 4/19/02 SUPPLIER: Redi-mix
WEATHER: sunny TICKET NO.: 945849
TIME: 11:50am MIX NO.: 604
NO. OFCYLtNDERS: 4 CEMENT:
SLUMP: 3 inches FLY ASH: *
AIR CONTENT: 2 % WATER: *
UNIT WEIGHT: * FINE AGGREGATE: *
TEMPERATURE CONCRETE: 85 F COARSE AGGREGATE: *
AMBIENT AIR: 74 F #2 COARSE AGGREGATE:
WATER ADDED ON SITE: 10 gallons ADMIXTURE: *
BATCH TIME: 11:30 am FIELD DATA SUBMITTED BY: Wilson
IX] CYLINDER MADE BY GILES [ ] CYLINDER MADE BY OTHER
[X] CYLINDER PICKED UP BY GILES [ ] CYLINDER DELIVERED TO LAB
LAB NUMBER: C-002817 DATE RECEIVED: 4~20~02
CYL TYPE OF AGE TEST TOTAt. Lo,~D DIAMETERi CYLINI~ER AREA FRACTURE iCO~'I3,E~S]V~ ~TR~N~TH
ID CURING (days) ! DATE ~lg-f) (kN) (in.) ' (sq~in~-i~q. ~m) & CAPPING (p~i~- (MP~)
A 1F/CL ~ -- 4)26/02-142~60 63~ 6000:28~-2~-~82.~ D~h ~(~56 --34.-~
B 1F/27L 28 5/17/02 168480 749 6.000 28.27 182.4 E & N 5959 41.1
C 1Ft27L 28 5117102 166830 742 6.000 28.27 182.4 E & N 5900 40.7
D 1 Ft -- L HOLD
REMARKS:
A \% 7 B
CONICAL
sPEcIFIED cOMPRESSiVE STRENGTH AT 28 DAYS 4000 27.6
COMPLY WITH SPECIFICATION I * INFORMATION NOT SUPPLIED
TEST
RESULTS
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C31,C173or231, C 138, C143, C172, C 1064.
3) moist cure
4)
c ~ D / E FRACTURE CAPPING METHODS
N = neoprene pads
TYPES S = sulfur capping compound
~"~ P = gypsum capping co...~und
CONICAL CON,OALAND SHEAR COLUMNAR Randall B Harv" ey
AND SPLIT SHEAR , ·