Town Center L3B3-LR020426Giles Engineering Associates, Inc.
GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS
,10722 North Stemmons Freeway / Dallas, TX 75220 / 214-358-5885 / FAX: 2'14-358-5884
CLIENT: Mycon General Contractor
208 E. Louisiana St.
McKinney, TX
DATE: April 26, 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:
WEATHER: sunny TICKET NO:
TIME: 11:50 am MIX NO.:
NO. OF CYLINDERS: 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:
IX] CYLINDER MADE BY GILES [ ]
[x]
LAB NUMBER:
'.~YL TYPE oF
ID CURING
A 1 F/6 L
B 1F/27L
C 1F/27L
D 1F/-- L
Redi-mix
945849
6O4
Wilson
CYLINDER MADE BY OTHER
CYLINDER DELIVERED TO LAB
CYLINDER PICKED UP BY GILES [ ]
C- 002817 DATE RECEIVED: 4/20/02
AGE T~ST TOTAL LOAD DIAMETER' CYLINDER AREA: FR,~,CTURE coM-F;RESSIV~ ~TR~NGTH
.(days) __ _DATE _ (ib:f) (kM) (in! __(~h':~n_.)_ (s~. Cr~i_ & CAPPING (~;i')_ -' (MPa~- .
7 4/26/02 142960 636 6.000 28.27 182.4 D & N 5056 34.9
28 5/17/02
28 5/1 7/02
HOLD
REMARKS:
CONICAL
~I:)I::ClF~D ~oMPRF:SsivE 'STRENGTH AT 28- DAYS 4000 - ~16
NOT YET TESTED I * INFORMATION NOT SUPPLIED
28
DAY
SPECIMENS
1) Laboratory ASTM test methods used: C 39, C 617, C 511.
2) Field ASTM test methods used: C31, C 173or231, C138, C143, C172, C1064.
3) moist cure
4)
B C ~,, D / E FRACTURE CAPPING METHODS
/ N = neoprene pads
TYPES S = sulfur capping compound
~ P = gypsum capping compound
CONICAL CONICAL AND SHEAR COLUMr4~,R ndall B Harv;y E~ ~
AND SPLIT SHEAR Ra , .