Riverside Church-LR011214 12/19/2001 08:35 9728700802
TRINITY ENC;INi~ERING/KfflNFEI. DER
TRINITY ENGR-DALLAS
2211 Century Center 0lvd,
Suite 101
PAGE
Report No.: 18
MORTAR CUBE COMPRF. SSIVE STRENGTH REPORT ASTM C109
o2
Report Date: 12/14/01
neport To: Grog McGahey ~,
Riverside Church of Christ J
Coppell, TX 75019
Supplier: n/a
Mix No,: __
Design Strength: 1800
psi ~ 28 day~
Last Reiseued on:
Mix Data
Sample Data
ProJect No.: 10645 Ref. No.: 1201195
Project Riverside Church of Christ
Coppell, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor ($kJ'cy):
Max. Size Agg.(in.):
Admixtures;
Observed by Kleinfelder
Date Sampled: 12/5/01 Date Received; Measured
8Duroc of Sample: Hopper 5lump(In.):
8lump w/plasticizer(In,):
Contractor: Air Temperature ('F):
Truck/Ticket: Mix Temperature CF): 75
Sampled By: R. Mitchell Air Content (%): rl/a --
Submitted ay: R. Mitchell unit Weight (pcf): __
Curing Method: Cure Room Batch 8L~e (~y):
Specimen Prep: Unbonded Weather; Wete~ Added (gal.)
Field Cure Tamp CF) Hi; Lo: WirKI (MPH) Time Batched: 10:45
Field Cure Time: 24:1:4 hrs. Rh (%): Time Sampled: 1 ~1:15 Time in Truck:
· "~': ..... : La,.borat~r r.Data , :~ ':: .: ' ': ' .... ·
Specified
0: 3O
Sample Date Ag~ Dimer,~ion~ Area Ultimate Load " Compressive Required
Number Te~ted (days) Wd. Hr. Lea, (in") (11~,) Strength (13el)Strength (poi)
* i01617 A 12~12/01 7 2 x 4 x .... :~,14 4500 1430 ............
101617 B 12/12/01 7 ~ x 4 x 3.14 4600' 1460 .....
101617 C "12/12/01 7 2 x 4 x 3.14 4300' 13'~0 ....
_.~01617 D 1/2f02 '28 x x ...... 1800
101617 E '1/2)02 28 "x x ;/800
101617 'i: 1/2/02 28 .... x X j ..... 1800
All tractures were conical in nature unless noted otherwise.
~
CC:
David Turner K.B, Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium/u'chitecta
John Millett, P.E. MJllett Engineering Group
Reviewed on t~/14101 by:
Wm. Duane Harrell, P.E.
Senior Consultant
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength Is attained.
peeO~ng our w~t~'l ~prOval,
TRINITY ENGINEERING/KLEINFELDER
TRINITY ENGR-DALLAS
2211 Century Center Blvd,
Suite 101
Repo~ No.:
MORTAR CUBE COMPRESSIVE STRENGTH REPORT ASTM CI09
PAGE
18
03
Rapo~t Data: 12/14/01
ReportTo: Greg McGahey )
Riverside Church of Christ
150 E. Beltfine Roa~~
CoppeH, TX 75019
Last Reissued on:
Supplier: rl/a
Mix No.; __
Design Strength: 1800
psi ~
Date Sampled: 12/5/01
Source of Sample: Hopper
Contractor:
Truck/Ticket:
Sampled By:
Submitted By:
Curing Method:
Specimen Prep:
R, Mitchell
R. Mitchell
Cure Room
Unbonded
Field Cure Tamp (aF) Hi; Lo:
Field Cure Time: 24+4 hrs.
28 days
Date Received:
Weather:.
Wind (MPN)
Rh (%):
All fractures were conical in nature unless noted otherwise.
Remarks;
Mix Dala
Sample Data
LaboratorT'Data
Average 7 Day Strength (psi):
Project No.: 10645 Raf. No.: 1201195
Preje~ Riverside Church of Chnst
Coppetl, Texas
Phase: N/A
Permit No.:
Reported to Kleinfelder
Cement Type:
Cement Factor (sldcy):
Max. Size Agg.(in.):
Admixturaa:
ObserVed by Kleinfelder
Measured Specified
Slump(In.): n/a - - -
Slump w/plasticizer(In.): .....
Air Temperature CF): 68 - --
Mix Tamperature (~F): 75
Air Content (%): ri/al ....
Unit Weight (pcf): ......
BatGh Size icy):
Water Added (gal.)
Time aa~he~: 10:45
Time Sampled: 11:15 Time in Truck: 0; 30
1420
CC:
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Hallurn Architects
John Millett, P.E. MIIiett Engineering Group
Wm. Duane Harrell, P.E,
Senior Consultant
Unless prior arrangements have been made, all HOLD Gpe;imens will be discarded If n~quired strength t~ attainad.
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pen~rl~ ,(xa' w?'ittarl etN~rovel, er e,xtr~ctl ffo/h out rN:X~,I ave ~rve