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Home My WebLink AboutPermit Field Test & Inspection Report 2009-2-17 (2) /' , , l.... ~ ;ZInjonnation ,.,~. .To Build On Engineering. Consulting. Testing cq /11{ t7 ) mC@Bved I~l ,,'_"I V -;-';::1 :-, D;::P'~";;>-l' i,:....JIhg..... l u....J..._ l \.._ __. \. Date Periormed: February 17, 2009 Ms. Lauretta Davies .Jerr):'s Home Improvement PO. Box 2611 Eugene. Oregon 97402 Report Number: 722-80276-55 Client: Project Name: Jerry's-McKenzie Field improvements 2520. Olympic Street Springiield, Oregon Project Location: P.O. No.: Type of Inspection: Z4175LD Epoxy Weather: Clear Field Observations and Comments Performed continuous inspection during the installation oi (16) #6 epoxied rebar dowels in the following locations: cmu fence columns on line #10. Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minirnum embedment depth of 12 1/2 inches. The above listed epoxy anchors were installed using Simpson Set-XP epoxy with ICC# ESR 2508. Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~:~Jr(1;) Raymond V. Allperti Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler . THIS RE,PDRT IS PPWVIDED FOR THE INFORMATION OF THE CLIENT ON!... Y. THE REPRODUCTION OF THIS ,R.EPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A. THI,RD PARTY. BY ANY MEAN.S, EXCEPT iN /-ULL, WII HUUI ! H!= WKJ II t:/V /"'CKlVJt".;JIUIO Ur rr.vrc.::JuIUI"I"1<'- .)LI"I ',HA:; ".i.J'-'-'" "'--'. ,,,. ,,,:,, ';;";;-;::;" ProfessIOnal ::;erVJce Jndustfles, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541f746-7163 l "Sa Injonna/ion I!:..oii>>li .10 Build On lffnrIIne...ing . CansIuItlng . 1IMIlng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE . Ms. Lauretta Davies Jerry's Home Improvement P.O. Box 2611 Eugene, Oregon 97402 Client: Address: Project No.: 722-90008-1 g Project: Jerry's-McKenzie Field Improvments Proj~ct 2525 Olympic Street Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30016 Date Performed: P.O. No.: B.P. No.: Technician: Laboratory Soil / Aggregate Data. Moisture Density Relationship of 132 Ibs./cu.fL. at 10.8% moisture was supplied by supplier for Delta Sand and Gravel 3/4"-0 (T-180). 1040 - A Shelley Street Springfield, Oregon 97477 (541)746,9649, (S41)746-7163 fax February 17, 2009 Z4175LD _ . :c.:lb-':r~l:Pb Pete F.urlong Test No. Approximate Test Location Approximate Test Elev. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 661 DS 2318) Probe Wet Density Dry Density Percent Depth LBS/CU.FT. LBS/CU.FT. Moisture ~" 143.1 133.8 6.9 8" 143.8 133.7 7.5 Southeast door at approach - souttl side 2 Southeast door at approach - north side Tests performed at finished grade of base rock at listed locations above. Tests were reported to Jason with Chambers Construction. FRG FRG c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler Percent Compaction Required Compaction Comments 101.4 95% 101.3 95% Respectfully Submitted Professional Service Industries. Inc. 1):i1, <:. -\.D (1 ~ " Raymond AliP~~ U Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA nON OF TIlE CLIENT ONL Y. Tflff REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WIT/-IOU!' THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES . 27 27 H h 1 - Cone -(both ends) 2 - ConelVerlical Cracks (one end) 3 - Columnar 4 _ Diagonal w no cracking at end.s Remarks: "n'~;r Inforrnation 1,1':f!..,~!!...I.To Build On I!!ng~ . ~. 'ntsu..., Client: Address: Ms. Lauretta Davies Jerry's Home Improvement PO. Box 2611 Eugene, Oregon 97402 Placement Data: Slab on grade from A to D between 9 and1 0 Location Sampled At: Bat 9.5 Date Cast: Ticket No.: 3352759 - 02/05/09 I ~i:5~~~2200 Dale Rec'd: 02/06/09 Weather: Clear . Desi~m Stren[Jth (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09-0425 2/12/2009 7 09-0426 3/5/2009 28 09-0427 3/5/2009 28 09-0428 H H COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A S l1elley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: Febr'!ary 25, 2009 CCB#176269 B.P. No.: .,C~":,11:l~ P.O. No.: Cast By: Pete Furlong Project No.: 722-80276-43 Proj. Name: Jerry's-McKenzie Field Improvments Location: '2525 O'lympic Street, Spri';grield, Oregon - -- Material: Concrete Field Test Data 51/2" 11/2" 5.0% 38" 69" Slump (in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (Fl: Min Temp iF): Specimen Size: Unit Weight (pct): ASTM C138 Time Cast: 5:15 AM Curing Conditions: Mdilives: AEA, Hot Water Results Reported To: Contractor Yardage Load: 1 Tolal: 10 Supplier: Knife River 6 x 12 ASTM Compressive Strength Data ASTM C39 5,000 olaced 5,000 Lab Cure Diameter or Cross Sect. Area Cylinder WT. Camp. Strength Fracture Type Dimensions Max. Load (Ibs.) Test Time (days) (inches) (s.i.) (lbs.) (psi) 6 5.98 28.11 28.2 113,180 4,030 2 2:45 PM earring Method C617-03 C1231-03 x 5 - Side fractures (at lop of bottom) 6 - Top fractures (same as' ff5 but"end of cylinijei- is.po'intedf Re~~fs:~~IIY Sub itted, PI)JS'~:;:J' lees Industries, Inc. Steve Wilder Labora'tory Manager .. City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler c: THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CUENTONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPr IN FULL. IS PROHIBITED VI'lrlIOUT THE WRIITEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES IRsiliorif}f:::;:r;;: l1!ngIneerlng . ew.uNIn& . 1lttIfIng COMPRESSION REPORT Client: Address: Ms. Lauretta Davies Jerry's Home Irnprovement P.O Box 2611 Eugene, Oregon 97402 Project No.: 722-80276-41 Proj. Name: Jerry's-McKenzie Field Improvments SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: _ Februa.Q',~.~?f)09 CCB#176269 B.P. No.: ot"b:""Y"\~$ P.O. No.: Cast By: Pete Furlong - ~ --. Location: 2525 Olympic Street, Springfield, , , . ~ -..r~_ Oregon ' Placement Data: Truck ramp footing Material:""'Concrete S"lump (in.): ASTM Cf43 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp W): Min Temo (Fl: Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 10:10 AM ----- Additives: Results Reported To: Location Sampled At: West end fooling Yardage Load: 1 Total: 9 Supplier: Knife River Date Cast: Ticket No.: 3352629 - 01127109 1~;3~~~5200 Date Rec'd: 01128109 Weather: Clear/Cold Field Test Data 51/2" 3/4" 38' 48' 4x8 Curing Conditions: ASTM Jason with Chambers Design Strength (psi): required Cylinder No. Test Date Age (days) Field Cure (days) 09-0311 2/3/2009 7 I 09-0312 2/2412009 28 I 09"0313 2/24/2009 28 I 09,0314 H H -r Compressive Strength Data ASTM C39 3.000 placed 3,000 Lab Cure Diameter or Cross Sect. AreE' Cylinder WT. Camp. Strength Fracture Type I Capping Method Dimensions Max. Load (Ibs.) Test Time (days) (inches) (s.L) (Ibs.) (psi) I C617-03 C1231-03 6 3.99 12.51 8.5 34,955 2,790 3 9:17 AM I X 27 4.01 12.63 8.5 54,365 4,300 3 12:32 PM X 27 4.01 12.63 8.5 53,775 4.260 2 12:35 PM X H H 1 - Cone (both ends) 2. - CaneNertical Crack-s (one end) Remarks: c: "3 - Columnar 4.~ Diagonal -N_ no cracking .at ends 5 - Side fractures (at top of bottom) City of Springfield ChambersConslruction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 6 - Top fractures (same as #5but end of cylinder is pointed) Re (PffUIIY Sub itted, Pre i siona/,Serv es Industries, Inc. /\J ({.t.A) . Sfeve Wilder Laboratory Manager THIS REPOR r IS PROVIDED FOR THE INFORILfA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES