Riverside Church-LR011011 R~po~ NO.: 10
TRINITY ENGINEERIN~/KLEIN~ELDER 2211 Centu~ Center Blvd,
CONC~TE CYLINDER COMP~SSI~ ST~NGTH ~PORT ASTM C39
Report To: Greg McGahey
Riverside Church of Christ Project No.: T-4006 Ref. No.: 1001058
150 E. Belt~ine Road Project: Riverside Church of Christ
CoppelL Texas
Phase: N/A
Coppell, TX 75019 Permit
Mix Data RepoH~ to Kleinfeider
Supplier: Basil Concrete ~ment
Mix No,: 133 Cement Factor
Max. Size Agg,(In.):
Design S~rength: 3~00 psi ~ 28 days Admixtures:
e D ts' ~bse d by Klelnfelder
Da(e Sampled: 10/4/01 Date Received: 10/5/01 Measured Specified
Souse of Sample; Grade Beam - South west of Bui~ng Slump(In.); 4 1
Slump wlplaeti~izer(In.);
Contractor: Anchor Companies Air Temperature (~F):
Truc~lcket: 206/89003174 Mix Temperature CF): 88 - --
~ampled By: H. Crayon Air Content (%):
Submi~d ay: H. Crayon Unit Weight (~: ......
Curing Method: Cure Room Ba~h Size (cy): 10
Specimen Pep: Unbonded Weather: W~er Add~ (gal.) 0
Field Cum Tamp OF) Hi: Lo: Wind [MPH) Time Ba~hed; 2:49
Field Cum Time: 24~4 hrs. Rh (%): Time Sampled: 3:50 Time In Truck: 1' 1
Sample [ Date Age Dimensions Area Ultlma~ Load Compressive Required
Number{ Tested {day~) Diam. Hr. ken. (in'} (lbo.) Strength (psi} Strength
~ 10098~ "'A~ 10/11/01 7 e x ~ x .... ,'28.27 7500~ ..... 2650
N~0989 B 10/11/01 ..... 7 e x ~'i' x 28.27 "' 74500 2630
A~mge 7 D~ Stre~th (psi): 2640
All fractures were coni~ in nature unless notea othe~ise.
Romarks:
cc: Wm. Duane Harre{I, P.E,
David Turner K.B. Alexander - fax
Lar~ Davis Ci~ of Coppell - fax
Lee Stone Ci~ of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Mille~, P.E. MilleE Engin~ring Group
Unless prior arrangements have been made, all HOLD specimens will be disCarded If required strength IS attained.
~n~lng our ~n ap~l,