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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-4-6 lft"~'.'I1iformation IW'!.~! 'Ib Build On ..... \.. '.. ,,, .;,,,, 0 c-.Nfng O1!aldlng Standard Test Method for Compressive Strength of Masonry Prisms (ASTM C1314) .. '.-" ,-" ;' .'-- CHent: Address: Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Proje~tNo.: Proj. Name: Location: Placem~nt.Data Placement Data: Material: Grout 8" emu block for building pilasters at grid lines: J at 2, J at 3, J at 5, J at. 7, J at 8, J at 9, H at 9 and G at 9 'Locations Sampled At: Same as above Date Cast: 2/25/09 Date Rec'd: Weather: CE~,ENT 2/27/09 Supplier: Rain Knife River MAX. AGGR. SIZE SLUMP 3/8" 10" LIME 'GROUT PROPORTIONS' CEMENT MORTAR PROPORTIONS' Compressive Machine ID E009 Design Strength (F'MI: reauired Prism-No. 09-0611 09-0612 09-0613 A (Front) 722-80276-62 Jerry's-McKenzie Field Improvments' 2525 Olympic Street, Springfield, Oregon Slump Cone 1.0. No.: Air Temperature I.D. No.: Material Temp. 1.0. No.: TYPE (eMU/Brick) CMU IReSUItS~R_eporte. d To: Jason with Chambers TICKET NUMBER 3353068 SAND Spherical Head D,a, (in): 8 Upper Bearing Plate Dim.: 12.4 x 8.3 x 2.0 Upper Lower Net Cross .~ Compo Bearing CMU Sect.'Area Max. load Strength Correction Corrected psi F:racture Type Bearing Plate Plate Grouted? (5.1.) (Ibs.) . (psi) Factor Average (1.7) Thickness Thickness Compressive Req. Rea. Yes 68.86 I 269,4001 3,910 1.00 3,910 ' ~trength (F'M) 2 1.70 NIA Yes .71.04 1276,1051 3,890 1.00 3,890 3 1.70 NIA Yes 67.55 1 255,6651 3,780 1.00 3,780 3,860 3 1.70 NIA Test Date HPITP Ratio Dimensions (inches) (WxLxH) 1) Conical Break 2) Cone & Shear cc: City of Springfield' Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczvk Prism A ),'(.' iT Prism No. B (\ No. A B (Side"j Age (days] 03/25/09 -- 03/25/09 03/25/09 2.08 2.08 2.08 17.72xa."92X16.08 8.00x8,88x16.03 I 7.65x8.83x15.93 3) Cone & Split 28 28 28 4) Tension Break 5) Semi-Conical Brk Metzler Engineering - Scott Metzler TB ~ Prism No. A /\ B ) ( J" SPRINGFIELD OFFICE 1 040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: April 6,,2009. B.P. No.: C8- ILl.LoS' . P.O. No.: Cast By: Raymond Aliperti Field Test Data IspeCimenSize: ITime'Cast: . ICuring Conditions: Ilnitia~ Temp. IMaximum Temp. 48 hours: IMinimum Te~p. 48 hours: ADMIXTURE 8x8x16 10:40 AM UBC 510 !-- -- MIX W. NUMBER 247KG3ROOO I I , . Lower Platen Dimensions (in): 12" dia. x 2.8 Lower Bearing Plate Dim. 18 x 10 x 1.25 ADMIXTURE MIX 1.0. NUMBER 6) Shear Break 7) Face Shell Sepa'ration Res9\' tfully Submitted, . pro't:'~kional ServO es Industries, Inc. CC' n 6 '. . Tl Stev n E. i1der ,Laboratory Supervisor