Riverside Church-LR0204010~703/2002 ~9~ 0~
TRINITY ENGINEERING/I(tEINFFLDER
T~INITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Report No.: 21
PAGE
02/83
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM CI09
Report Date: 4/1102
Last Reissued on;
Report~g McGahey~--'~, ~ ~ /reject No.:
~fverside Church of Christ ~
..0 E. Beltline ~oad ~ ~e ~ · ~ ~ ~ Project:
to
Supplier: On-site Batch ~ Careen:Type: Klelnfelder
Design Strength: 1500 psi ~ 28 days
Date Sampled: 3/22/02 Date Received;
source of Sample; I-'as: side of building - 15' up South end of bricking
Contractor:
Truck/Ticket:
Sampled Ely; S. Wilson
Submitted By: S, Wilson
Curing Method; Cure Room
Specimen Prep: tJnbonded
Weather:
Wind (MPH)
Rh (%):
Sample Data
10645 Ref. No,: 302450
Riverside Church of Christ
Specified
Field Cure Tamp (6F) Hi: Lo:
Field Cure Time: 24+4 hrs.
Cement Factor
Max, Size
Admixtures;
ObserVed by Kleinfelder
Measured
Slump(in,): n/a
Slump w/plasticizer(in.): -
Air Temperature (°F): 48
Mix Temperature (~F): 52
Air Content (%): n/a
Unit Weight (pcf}:
Batch Size (Gy):
Water Added (gal.)
Time Berthed: 10:25
Time Sampled; 10:30
Time in Truck; 0:5
Sample "Date Age Dimensions Ama ~ Ultimate Load Compressive I Required
Number Tasted (days) Wd, Hr. Lan. (Inl) (lbs,) Strength (ps[) :Strength (FSi)
-200838 A I 3/,.9/02') 7 '2 x 2 x 2 4 7100 1780
! 3i~.~ 9/02 ¢ 2 x 2 x 2 4 6900 ...... 1730
200838
B
200838 CI 3/?-9/02 7 ~ 2 .. x 2 x 2 4 7400 1850 ,
200838 D[ 4/19/02 28 x x 1800
- 200838 Ei 4/:19/02 28 x x - ~...,.,.,.,...~1 1800 _
200838 F'1 4/19/02 28 x x ',i ~_ ~.. 1800
All fractures were conical in nature unless noted otherwise
Remarks:
CC:
David Turner KB Alexander ~
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey Helium Architects
John Mille:t, P,E, Millett Engineering Group
Reviewed on 411102 by:
Wm. Duane Harrell, P.E.
Senior Consultant
84/03/2002 89:84 9728788882
TRINIf¥ ENGINE~RING/KI. BNFE[DFI~
TRINITY ENGR-DALLAS
2211 Century Center 81vd~
Suite 101
Repo~ No.: 21
PAGE
83/83
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM C109
Coppell, TX 75019
Last Relseued on:
Supplier: On-site Batch
Design Strength: 1800 psi
28 days
Date Sampled: 3/22102 Date Re~eived:
Source of $ampte: East side of building - 15' up South end of bricking
Contractor:
Truck,'Ticket:
Sampled By: S. Wilson
Submitted By: S, Wilson
Curing Method: Cure Room
9peclmen Prep: Unbended Weather:
Fierd Cure Tamp (*F) HI: Lo: Wind (MPH)
Field Cure Time: 24+4 hrs. Rh (%):
Mix Data
Sample Data
Laborator7 Data
Average 7 Day Strength (psi):
PreJect NO.: 10645 Ret. No.: 302450
Project: Riverside Church1 of Christ
Coppell, Texas
Phase: N/A
Permit No,:
Reported to Kteinfelder
Cement Type:
Cement Fact~- ($kJcy):
Max. Size Agg.{in.):
Admixtures:
ODserved by Kieinfelder
Measured
Slump(in,): n/a
Slump w/plasticizer(in.); .~
Air Temperature CF): 48
Mix Temperature (*F): 52
Air Content (%): n/a
Unit Weight (p(;f): --
Batch Size (~y):
Water Added (gal.)
Time aatched: 10:25
Time Sampled: 10:30 Time in Truck: 0:5
1790
Specified
All fractures were conical in nature unless noted otherwise
Remarks:
CC:
David Turner K.B, Alexander - fax
Larry Bavis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V, Aubrey Helium Architects
John Millett, PE Millett Engineering Group
Reviewed o~ 4/1102
Wm, Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained.