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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-3-18 l..~-;J Information ~.'!iifI!!.~,17bBuild On engine ".1" . ~ . :n.tIng 'Client: Address: Ms, Lauretta Davies Jerry's Home Improvement P,O, Box 2611 Eugene, Oregon 97402 PI'acement"Oata: . Loading dock ramp slab on grade and approach Location Sampled At: Southwest corner Date Cast: 02/17/09 Ticket No.: IMIX No . 3352945 ;450~~2200 Desi!'jn Stren!'jth (psi!: Cylinder No. Test Date 09-0533 09-0534 2/24/2009 3/17/2009 09-0535, 3/17/2009 09-0536 4/14/2009 O'\l1~ ~~~ SPRINGFIELD OFFICE , 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 18, 2009 CCB#176269 COMPRESSION REPORT Project No,: 722-90008-24 Date: , N J . W h R t' B,P, No,: Pro), ame: ~rr)l s- _are ouse enova Ion P,O, No,: Location: .2525 Olympic Street 1 Sr Cast By: Sprin'gfield,Oregon C;('1~ COField Test Data 61/2" .1 1/2" 4.5% 56" 69" Material: Concrete . Date Ree'd: 02/18/09 Weather: Overcast required 5,000 Age (days) Field Cur!! (days) 7 28 1, 28 1 56 1 lab Cure (days) H 1 - Cone (both ends) 2 - ConeNertical Cracks.(one end) Remarks: c: , .'Yardage 2 9/27 load: Total: Supplier: Knife River Z4175LD Pete Furlong .-, Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temp (F): Specimen Size: Unit Weight (pel): ASTM C138 Time Cast: 11 :05 AM Additives: AEA Results Reported To: '6x~12 Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 placed 5,000 Diameter or Dimensions' (inches) Cross.8ect. Area (s,1.) 6 27 27 55 3 - Columnar . 4 - Diagonal w no cracking at ends 5,99 28,21 28,27 28,27 6,00 6,00 City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzier Cylinder WT. (Ibs,) Max. lo'ad (Ibs;) c~mPip~~;ength Fracture Type ". Test Time' Capping,Method 'C617 C1231 28,5 28,5 109,165 131,765 3,870 4;660 3 12:20 PM 8:55 AM 9:01 AM x X X 28.4 I 136,375 \ . ~ 5 - Side fraelures (at top of ~otlom) 4,820 2 6 -'Top fractures (same as #5 but end of cylinder is pointed) Res fUllY Submit ed, ' ' , Pro j~ iona/~e1,' elndustries, Inc,' Ii . y(//I Steve Wilder ' , Laboratory Sup~rvisor These results relate only to'the specific samples tested and may not be indicative of other locations, .This report cannot be reproduced, except in.tull, without written permission by Professional Service Industries, Inc, l""~.IIi' [riformation ~~.'ToBuild On .....'" , . "lng . C'D JI IK... . ....... Client: Address: . Ms, Lauretta Davies Jerry"s Home Improvement P,O, Box 2611 Eugene, Oregon 97402 Standard Test Method for Compressive Strength of Masonry pri~ms, (ASTM C13,14-02) Project ~o.: Proj., Name,: Location: Placement,pata Placement Data: Material: Prisms CMU wainscoat.walls and pilasters on the noihfariif wesl'sldes of the, building: waillsc-;'cit wails froriifloor slab to3',4"'pila'stersJromfl6'or slab . '- "::',.' " . "'. to 6' . Locations Sampled At: North Side Date Cast: 2/9/09 ' GROUT PROPORTIONS' MORTAR PROPORTIONS' Compressive Machine iD E009 Design Strength (F'M): required_ L, Prism No. Test Date Age (days) HPITP Ratio 09-0469 03/09/09 I 28 ;'>,05 09-0470 I 03/09/09 I 28 2,10 09-0471 03/09/09 28 2,08 03/09i09, - 09-0472 28 2,07 ' 09-0473 03/09/09 28 2,13 722-80276-60 Jerry's-McKenzi~ Field Improvments '25~,? Olympic_Street, I r~'j- Springfield, Oregon --~ --- ;s? , , C-e''-~7 ' , Field Test Data ]Slump Conel.D, No:: lAir Temperature 1.0. No.: Material Temp. 1.0. No.: TYPE (CMU/Brick)' I IResults Reported To: TICKET NUMBER 3352818 SAND I I , ~pherical Head Dia, (in): 8 Ulmer Bearing Plate Dim,: 12.4 x 8,3 x 2,0 _1,500 Dimensions (inches) (WxLxH) 7,77x8.47x15,89 7,64x8,61x16,01 7,67x8,53x15,82 7,67x8,51x15,81 7e51x8,30x15,99 3) Cone & Split CMU Grouted? Yes Yes Yes' Yes Yes Net Cross Sect. Area (s.lel 65,81 65,78 66,04 65,27 60,31 1 ) Conical Break 2) Cone & Shear cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk --...-. ,.." r.. Prism NIT. Prism No, A H No,. A 8 (Side: IDate Rec'd:. 2/10109 [Weather: 'Supplier: , Ov~rcast Knife River CEMENT MAX, AGGR. SIZE SLUMP 7 sk 3/8 10" CEMENT LIME A (Frontj Max. load (Ibs,) 241,915 254,145 235,610 246,540 231,910 Compo Strength (psi) , 3,680 3,860 3,570 3,-780 3,850 CorreCtion Factor 1,00 1,00 1,00' .1,00 1,01 4) Tension Break 5) Semi-Conical Brk Metzler Engineering" Scott Metzler A ~ ;( Prism No, 6 -Z--'b-iJ7 - 1't<INl,:;ftl::LD OFFICE 1040 - A Shelley Street ,Springfield, Oregon 9747i (541)746-9649 - (541)746-7163 fax March 16, 2009 Date: B,P, No,: P,O, No,: Cast By: Steve Wilder 45" 57" Specimen Size: 8x8x16 Time Cast: Curing Conditions: Initial Temp. Maximum Temp. 48 hours: Minimum Temp. 48 hours: ADMIXTURE' 1:30 PM UBC ,-- -- MIX I,D, NUMBER 247KG3ROOO I I ADMIXTURE MIX I,D, NUMBER SDec Mix Type S , . Lower Platen Dimensions (in): 12" dia, x 2,8 ' Lower Bearing Plate Dim, 18 x 10 x 1,25 Corrected psi Upper Fracture Type Bearing Plate '(1-7) Thickness Req. Lo":,,er Bearing Plate Thickness .'0 Average 3,680 Compressive 2 1.70 Strength (F" 3,860 3 1,70 3,570 3 1,70 3,780 6 1,10 3,890 3,760 t 1 1,70 6) Shear Break 7) Face Shell Separation ReS~~tfU'IY Submitted, ,6~~ttx~f:JCSlries. Inc,_ Steven E, Wilder Laboratory Supervisor N/A N/A N/A I N/A I' N/A A[RJB6J