Riverside Church-LR010713 07.?~67'~00~ 12: ~ ~?~700~0~ T~¥¥ E~G~D~LL~S P~GE 03
A1-RINIT [ NGi,',;EERING .appeND.: 6
CORPORAT]ON 2211 Century Gent:er Olvd
-['ESTiNG
Irving TX 75062
COI~RJ~TE CYLINDER COMPRESSIVE STRENGTH REPORT AsTM C39
Report Date: 7113/01 Last Reissued on:
Report To: Greg McGahey P?oject No.: T-40CI6 Ref. No.:
Riverside Church Of Christ Project: Riverside Church of Christ
150 E. Beltline Roacl Coppel[, Texas
Phase: N/A
Coppell, TX 75019 Permit No.:
Mix Data Reported to Kleinfelder
Supplier: Beall Cpm:rets Cement Type: C]flss C
i Cement Faotor
Mix No.: 350 [ Max. Size Agg.(in.):
Design Strength: 3600 psi ~ 28 days Admixtures:
'. Sample Data Observed by K[einfelder
Date Sampled: 7/6/el Date Received: Measured Specified
Source et Sample: Pavi~. Parking lot. 600' Norttlwest of r, llurcl~ main entrance Slump(In.): 5
Slump wlplasflclzar(In.):
Contractor: Air Temperature (6F): 75
Truck/Ticket; 159~5671 Mix Temperature (aF): 94
Sampled By: M. ,z rdito Air Content (%):
Submitted By; M. / rclito un~ weight (pcf):
Curing Method; Curt Roorrl Batch S~a (cy):
Specimen Prep: Unl~nded Weather: Water Added (gal.) 10
Field Cure Tamp (°F) Hi: Lo; Wind (MPH) Time Berthed:
Field Cure Time: 24:e,, hrs. Rh (%): Time Sampled: Time in Truck;
i,eberato~ Oa~' ., i ..... .';-
Sample Dab Age Dimensions I Area Ultimate Load Comp~$sive- Required
Number Te~t~i (da~) Diam. Hr. Lan. i (In') (lbs.) Strength (psi) Strength (psi)
100133 A 7113~ ~ 6 X "12 X : 28.27 100000 38b0
1C~0'13~ B 8/3/0' i s X 12 X 28.27 " 3800
' I
100!33 C 8/3/0' I 28 : 6 x 12 x :'~8.27 3800
100133 D I O ~ 6 x 12 x ~28.27 / 3800
Average 7 Day Strength (psi): 3540
Al! fractures were c0nidal in nature unless noted otherwise.
Remarks:
cc: Wm. Duane Harrelt, P_E.
David Turner K. 8. Alexander - fax
Larry Davis City of Co~pe[I - fax
Lee Stone City of COlwell - fax
Bob Bandy V. Aubrey -lallum Architects
Unless prior arrangements h '~ve been made, all HOLD specimens will be discarded if required strength is affained.
Aa 8 mural or~ec'tJon te ~a~ ~he~a ~ o*ar~elvee, all lee~l~ aulx~eled ate tt~e cz:~r~q/zial 1~31:~1~/Of out' Clla~I! ~ ~JItIol'12atll~, for I~lblie~ll¢~ O1' i~al~emenl~. (xlrlclus~ons, ~t extracts from our ralxlrtl afel tel
07/~6/2001 12: 1~ 97~8700~0~ T~¥¥ ENG~-D~L~S P~G~ 02
~ESTI~
CO~C~ C~INDER ~0MP~SSIVE ST~NGTH ~PORT ASTM C39 '"
~onvo: Greg Mc~ey
Riverside Church ( f Christ Project No.:T-4006 Ref. No.:
150 E_ Beltline Ro~ d Proje~: Riverside Church of Christ
, Coppell, Texas
Phase: N/A
Coppell, TX 75019, Permit No.:
Mix Data Repo~ to Kleinfelder
Supplier; Beall Oo~F~[~ Cement ~pe: Class
Mix No,: ~50 Cement Factor (~cy):
Design ~treng~: 3~00 ~si ~ 2~ days Admixtures:
Sample Data Obse~ed ~ Kleinfelder
Date Sampled: 7]~/)1 Date Receive: Measure~ Specified
Source ef Sample: Pav[~ g - Pa~ing lot. 500' W~t of ~ur~ main entrance Slump(In.): 7
Slum~
Contractor: Air Tem~mtum ("F);
Truc~icket: 225~5669 Mix Temperature ("F): 94
Sampled By: M. / rdito Air Content (%):
~ubmiEed By: M. ] ~itO Unit Weight
Curing Method: CUf~ ~oom Ba~h Size
Specime~ Prep: Un~nded Weather: Wa~t Ad,ed (gal.) 0
Field Cure Tamp ~F) Hi; La: Wind (MPH) Time Batehed:
Field Cure Time: 24~ hrs. ~ (%): Time Sampled: Time In Truck:
~ Laborato~
Sample Da~e A~ Dlme~ions Ama Ultimate L~d Compressive Required
Number T~t~ (d~-t Diem. HL Lee. (In') (Ib~.) ~ 5treng~ (~i) Strength (psi)
100132 g 8/310~ ~8 s x ~2 x 28.27 '- 3800
100132 ~ 8/~10~ 28 6 x ~2 x 28.27 '- - 3800
100132 D; 0 s x ~2 x 28.27 [ 3800
Average 7 Day S~ngth (~1): ~710
All fractures were conical in nature unless noted otherwise.
Remarks:
cc: Wm. Duane Harm,, P.E.
David Turner K.B. Ale) ander - fax
Larry Davis City of Co ',pell- fax
Lee Stone City of Cop ~11 - fax
Bob Bandy V. Aubrey 4allure Architects
Unless prior atraflgements h~/e been made, all HOI. D specimens will be disca~led if required strength is attained.