Riverside Church-LR011102 11/05/2001 10:53 9728700802 TRINITY ENGR-DALLA'.:i PAGE 02
Report No.: 1 1
TRINITY ENCINEERING/K1LEINFELDER 2211 Century Center Blvd,
~'~'""~;"~""~'"""~"~' Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 11/2/01 Last Reissued on:
Report To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Eel. No.: 1001370
150 E. Reltline Road Project; Riverside Church of Christ
Coppell, Texas
Phase: N/A
Coppell, TX 75019 Permit No,:
' Mix Data RePorted to Kleinfelder
~upplier: Beatl Concrete
Cement Type:
M;x No,: ~30 Cement Factor (sidcy):
Max, Size Agg,0n.):
Design Strength; 3000 psi ~ 28 days Admixtures:
Sample' Data ' '~ ObSerVed by Klelnf~lder ! :' '::,
Date Sampled: 10/24/01 Date Received: Measured Specified
Source of Sample: Pier ~f-45 Slump(In,): 4 1/2
Slump w/plasticizer(in.);
Contractor: Air Temperature (*F): 77
TruckJTi(;ket: 234/89003831 Mix Temperature (°F): 75
Sampled By: C. Miller Air Content (%):
Submitted By: C, Miller Unit Weight (pot'):
Curing Method; Cu re Room Batch Size (cy): 10
5Jpecimen Prep: Uabonded Weather: Water Added (gal.) 0
F;eld Cure Tamp (°F) HI: Lo: Wind (MPH) Time Batched: 09:48
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: 10:30 Time in Truck: 0:4:2
::""' !: !i~! i!~.: ~ ~' '.~::" :.'C, :~':~iii':;,:ii.' :!:: /:~:~% ~ ':::.. ;'~,.~ ~:=~ !!~,:~:' :i'; ;! :.ii! .: ! 'i'~i' ~ ~' ~'' ~! ": ":'~' ,~' '~ '~.i..:~;.,~i~ ~ ; .,': ',
Sample I Date ' Age Dimensions Area ; Ultimate Load Required
co~pr~s,ve
Number Tested (days) Diam. Ht. Lan. (In=) (tbs,) St~h (~1) Strength (psi)
Average 7 Day Strength (psi): 3330
AIl fractures were conical in nature unless noted othenNise. I [" ~
cc: Wm Duane Harrell, PE
David Turner K.B, Alexander - fax
Larry Davis City of COppell - fax
Lee Stone City of Coppett - fax
9ob Bandy V. Aubrey Hallum Architects
.John Millett, P.E, Millett Engineering Group
{,~nlesS prior arrangemeots have been made, all HOLD specimens will be discarded ff required Strength Is attained.
A TRINITY ENCINEERING/KLEINF£LDEI~ Report No..' 10
~, ~,,,,;~,~.~ o ~.,,,,~,~,,,~ 2211 Century Center Blvd.
' Suite 101
CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39
Report Date: 11/2/01 Last Releaued on:
Report To: Greg McGahey
Riverside Church of Christ Project No.: 10645 Ref. No.: 1001347
150 E. Beitline Road Project: Riverside Church of Christ
Coppell, Texas
Phase: N/A,
Copperl, TX 75019 Permit No.:
: Mix Data ;Reported to Kleinfetd~r' ,:?! ....
Supplier: Beall Concrete Cement Type:
Mix No,: 230 Cement Factor (sldcy);
Max. Size Agg.(ln.);
Design Strength: 3000 psi (~ 28 days Admixtures:
Saa~Ple Data~. 0bserve'd bY Kleinfe der~ ,, r ::., .... , , . ,,
Date Sampled: 10/23/01 Date Received: Measured SPeCified
Source of Sample: Pier #46 Slump(in.): 5
Slump w/plasticizer(in,):
Contractor: Air Temperature (OF): 87
Trtlck/Tlcket: 221 Mix Temperature (OF): 82
Sampled By: C. Miller Air Content {%): ....
Submitted By: C, Miller Unit Weight (pcf): ......
Curing Method: Cure Room Batch Size (¢y); 6
Specimen Prep: Unbonded Weather: Water Added (gal.) 5
Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batohed: 14:24
Field Cure Time: 24±4 hrs. Rh (%): Time Sampled: 15;20 Time in Truck: 0; 50
S';'mple Date Age Dimensions I Area ul.m% Loadi Compressive Required '
....: Number Tested ... (days) r Diem, Ht. Lan. J (In') (lbs.) Strength (psi) Strengtll (psi)
i~1145 'A ,, 10/30/01 7 l' 6- x" ~2 x " 28,27 .... 86000" ' 3'040
i 101145 B "10/30/01 I 7l~ 2410
6 X 1;~" X !2~127 ' - ' 68000 ...........
10~145 cD' 1t/20t~i 28 x' x i .... 3od'o
~-_1011'~511'2 '0/01 ..... × x"I I "3000
Average 7 Day Strength (psi): Z730
All fractures were conical in nature unless noted othe~ise.
Remarks:
cC: Wm. Duane Harmll, P.E.
David Turner K.B. A,lexander - fax
Larry Davis City of Coppell - fax
Lee Stone Cib/of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
John Miilett, P.E. Millett Engineering Group
Unless prior arrangements have been made, al~ HOLD sl3ecimens wll~ be discarded If required strength ia attained,
p~dlng OUt ~flen ~ppr~val.