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Home My WebLink AboutPermit Field Test & Inspection Report 2009-3-13 I.. ~;1 Information ,.,..,. .To Build On Engineering . Consulting . Testing . [ec;ea~@9 I 3-Z-~ DAILY FIELD REPORT Date Performed: March 13, 2009 Report Number: 722-90008-25 Client: Ms, Lauretta Davies Project Name: Jerry's-Warehouse Renovations Jerry's Home Impro'vement P,O, Box 2611 Project Location: 2525 Olympic Street Eugene, Oregon 97402 Springfield, Oregon P,O, No,: Z4175LD Building Permit No,: COM2008-01595 Type of Inspection: Welding Weather: Inside Field Observations and Comments Performed periodic visual inspection of the following items: single pass fil,let welds for 26 fe,of exterior roll-up door -onl eastside of existing buildirig (Wilco building), welds were in accordance with, detail AlS20f the project plans and documents: Weldments were inspected ,for size, le~gth, profil.e and 19cations, To ihe best of our knowledge, the work inspected is in conformance with the approved drawings;' specifications 'and applicable AWS D1,1 codes, Contractor was asked to ~otify our office when additional services are needed, ' .., Inspector: Raymond Aliperti, Certification #1017075-85 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, Professional Service Industries, Inc, 3::lY.~ Project Manager c: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY M8'HOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley St.. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46.7163 IP~11iorif;::!l:~n li?nglna":'",_' . ~ . "IlMUng Client: Address: Ms, Lauretta Davies Jerry's Home Improvement P,O, Box 2611 Eugene, Oregon 97402 :Location Sampled At: G.9 to D at 7,5 to 9 Da{e Cast: 02/11/09 Ticket No.: IMIX No 3352837 50V~~200 'Piacemen-t Data: iiiraterlcil:--Concrete Slump'{in.): ASTi:i Cf43 Slab on grade at"pour back at truck ramp gridlirie C,,1).ltT5 to,9"C,9 to D at 7,5 to 9 and C,1 Max, Aggr. Size: toD at 7.;5.to 7.8' AkContent: "ASTMC231 ~ Air Temperature (F): Material Temp. (F):ASTM C1064 Max Temp "(F): = Min Temp (F): Specimen Size: Unit Weight (pel): ASTM 6138 Time Cast: 9:20 AM Additives: AEA Results; Reported To: "Desiqn Strenqth (psi): ~ "" Cylinder No. 09-0485 09-0486 09-0487 09-0488 Test Date 2/24/2009 3/17/2009 3/17/2009 4/8/2009 Date Ree'd: 02/12/09 Weather: . Overcast required 5,000 Age (days) Field Cure (days) Lab Cure (days) 7 28 28 56 6 27 27 55 .... --- -- ---, - "'1 - Cone (both ends) 2 - ConeNertical Cracks (one end) Remarks: c: -3 - Columnar COMPRESSION R~PORT r~'Ne~h5~i1 I-~~ Project No,: 722-90008-18 SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax March 12, 2009 CCB#176269 Location: Date: B,P, No,: P,O, No,: Z4175LD 2525 Olympic Street Cast By: Glenn Meek Jr Springfi'eTd~OrE!gon 'C- / <.-&f~ - -- - c.. 0 - -'FielCl Test Data Proj, Name: Jerry's-Warehouse Renovation 6" 11/2" 5.5% 380 5W Yardage 2 9/27 6x12 Load: Total: Supplier: Knife River Curing Conditions: ASTM Contractor Compressive Strength Data ASTM C39 Dlaced 5,000 Diameter or Cross Sect. Area Cylinder WT. Compo Strength Capping Method Dimensions Max. Load (Ibs.) Fracture Type .. Test Time (inches) (5.1.) (Ibs.) (psi) _ C617 C12Jl 6,00 28,27 28,3 121,895 4,310 ,3 3:50 PM X - 5,99 28,21 28:3 133,745 4,740 2 10:26 AM X 6,01 28,37 28,2 135,690 4,780 6 10:32 AM X 4 - Diagonal w no cracking at ends 5 - Side fraclures(at top of bottom) '6 - Top fuctures (same as #5 but end or cylinder is pointed) R",.m~~~:IY Sub itted, Pr ~~~ ice Industries, Inc, , Sieve Wilder Laboratory Supervisor Ciiy 01 Springfield Chambers Construction ~,David Bakke ,Robertson Sherwood Architects _ Scott Stolarczyk Metzler Engineering - Scott Metzler These results relate only to the specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc, l"S'J Infonnation ~" ,.wlToBuildOn ...', " .. ,:;~ Consuftt.isr . 11IGffnsI FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Ms, Lauretta Davies Address: Jerry's Home Improvement P,O, Box 2611 , Eugene, Oregon 97402 Project No,: 722-80276-61 Project: Jerry~s-McKenzie Field Improvments Project 2525 Olympic Street Location: Springfield, O-regon Equipment: Troxler: 3430 SN: Date Performed: P,O, No,: B,P, No,: Technician: Laboratory Soil / Aggregate Data: 3001~ <0 - I '5' 1)' Moisture Density Relationship of 135Ibs.lcuJt., at 8% moisture, was supplied by'supplier for Egge Sand and Gravel 3/4"-0 modified. Test No.- Approximate Test location Slab on grade Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS646 DS 2291) Approximate Test Elev. Probe Depth Wet Density Dry Density LBSfCU,FT, LBSfCU,FT, Percent Moisture NE im'pact slab, north side 2 NE impact slab, soufh side Tests performed at finished grade of base rock at listed locations above, Tests were reported to Jason with Chambers Construction, FRG, FRG 6" 139,0 - 137,8 6" c: City of Springfield Chambers Construction - David Bakke Robertson Sherw()od Architects - Scott Stolargzyk Metzler Engineering - Scott Metzler 131,0 132.2 ~ctive~ 3-Z.~ -0'1 - 1040 - A Shelley Street Springfield, Oregon 97471 (541)746-9649 - (541)746'7163 fax March 12, 2009 Z4175LD Raymo~d Aliperti Percent Required Compaction Compaction Comments 6,1 4.2 97,0 95% 97,9 95% Professiona Service Induslcles, Inc, R:;~2~ Raymond V, Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE INFORMA nON OF TH . 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 PERMIS~/ON o.F...PROFESSIONAL _SERVICE INDUSTRIES. .