Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Riverside Church-LR011017
] ~,/23/2881 09' 2G 9728788882 TRINITY EN6R-D~LL~S P~6F 82 Report No.: TRINITY ENC[NEERING/KLEIN ~)ER 2211 Century Center Blvd, ' ~ ~,,~,,,~.~ ,;,,,,,.~ ¢,,~,~ Suite 101 __ CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT ASTM C39 Report Date: 10/17/01 Last Reissued on: Report To: Greg McGahey ~0~_~ ProJactNo.: T-4006 Ref. No.: 1001134 Riverside Church cf Chdst 150 E, Beltline Road~ Project: Riverside Church of Christ Coppell, Texas e~ Phase: N/A Copp permit No.: Mix Data Reported to Kleinfeider Supplier:( ~eait Concrete~ : Cement Type: Mix No.: ~, t33 ~' Cement Factor ($k/cy): Max, Size Agg.(in,): Design Strength?"c~'O0 psi ~ 28 days Admixtures: : Sample Data .l:Observed by Kleinfeld'er ' ,. Date Sampled: 10/10/01 Date Received: 10/11/01 Measured Specified Source of Sample: Gracie Beam - Ed, wmg building "b", 100' ,SE of corner $11Jmp(in,}: 5 .... Slump w/plasticizer(In.): ...... Contractor: Anchor Companies Air Temperature (°F): 83 .... Truck/Ticket: 214/89003388 Mix Temperature (°F): 81 .... SampJed By: W, Leighton Air Content (%): ...... Submitted By: W, Leighton Unit Weight (pat): ...... Curing Method: Cure Room Batch Size (cy): 10 Specimen Prep: Unbonded Weather: Water Added (gal.) 0 Field Cure Tamp (°F) Hi: Lo: Wind (MPH) Time Batched: 9:14 Field Cure Time: 24±4 hfs Rh (%): Time Sampled: 10:45 Time in Truck: 1' 31 '~ '' '""~: ' ' '" ' ~ '',i':I'1'' : "" ~ : Laboratory, Data , ,,, ,,~ ~ ...... ~'- '~',~, · ..... ' .... ;',,, '-,,'~,- -'- ' ' .... "'" ;,',i;;'"~:'"d~:"~ ,. i:,.:..,a,.;,~ ~,r,, .:. ,.' , ,.. ,;?...,, .,, . , .. ~ Sample Date Age I Dimensions Area Ultimate Load ] Compress[va Required Number Tested (days) Diem. Hr, Lan. (In~) (lbs.) ~ Strength (psi) Strength (psi) 101034 A,' 10/17/01 { 7 , s x 12 x 28.'27 105000 3710 101034 B .... 10/17/01 r' 7 i "6 x ~- x 28.27 106000 3750 ..... - Tl'l~) ~1034 C 11/7/01 28 x -- '-- X -~731034 D ,: 1 ~/7/01 28 x x ..... j Average ? Day Strength {psi): 3730 CC: Wm. Duane Harrell, P.E, David Turner K.B. Alexander - fax L. ar~y Davis City of Coppe~l - fax Lee Stone City of Coppell - fax Bob Bandy V. Aubrey Hallum Architects John Millett, P.E. Millett Engineering Group Llnle$$ prior en'engements have been made, ail HOLD specimens will be discarded if required strength is attained, pe~lng O~ ~ltl~ epD~al