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Home My WebLink AboutPermit Field Test & Inspection Report 2009-2-17 l....~;lInfonnation ,.,~. .To Build On Engineering . Consulting . TeSting DAiLY FIELD R=:?ORT ,eee;ved r . /")J1~ Date Periormed: February 17, 2009 . , Ms. Lauretta Davies Jerry's Ham" Improvement P.O 80l: 2611 Eugene, Oregon 97402 Report Number: 722-90008-21 Client: Project Name: Jerry's-Warehouse Renovations 2525 Olympi~: Street1 Springfield, Oregon Project LocatiDn: P.O. No.: Type of Inspection: Z4175LD EpDxy Buildin9 Permit ND.: COM2008-01595 Weather: Clear Field Observations and Comments PerfDrmed continuDus inspection during the installation Df (11) #4 epDxied rebar dowels in the follDwing IDcatiDns: dDor way southeast corner at approach. Prior to installatiDn the predrilled holes were cleaned using a nylDn brush and cDmpressed air. Verified minimum embedment depth of 5 1/2 inches. The above listed epoxy anchors were installed using Simpson Set-XP epoxy with ICC# ESR 2508. The epoxy anchors were installed in accordance with approved job- site plans and latest revisions dated 2/9/01. Contractor stated the nuts would be tightened after epoxy has cured. To the best of our knowledge, the work inspected was in accordance with the ~building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code. 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, ~Sk<{"Q(1~ Raymond Aliperti 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 INFORI:.tATION OF THE CLIENT aNL y, THE REPRODUCTION Q,c THIS REPORT. BY ANY METHOD, AND ITS TF"!ANSMITTAL TO A THIRD ,....", T, Of...'" """'h"v, (.;AvCI t oj, '-,-,1..1... if',' .~'-'. 'o'~ '" ".. ~". ~. ..m~J/efI.' ::.- :-.-.::,-~:::"::"..'.~.:;: ::::..:....:;-::::::.:.: ,-,-.:.'-HBfFE: Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746.9649. Fax 541/746-7163 l.... ~;lInfonnation ,.,~. .To Build On Engineering. Consulting. TestiD9\..L. 'L'i.' ~"~ID ~-p--,-- LV,,,~. rg=_' I'\.= !Jr-(l Date Periormed: February 17, 2009 Ms. Lauretta Davies Jerry's Home Improvement P.O Box 2611 Eugene, Oregon 97402 Report Number: 722-90008-20 Client: Project Location: Jerry's-Warehouse Renovations 2525 Olympic Stree, Springfield. Oregon Project Name: P.O. No.: Type of Structure: Type of Inspection: Z4175LD Permit No.: Weather: COM2008-01595 Rain Reinforcing Steel and Concrete Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: loading dock slab and approach. Reinforcingl steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with approved design drawings, specifications and engineering approval for as-built. Performed visual inspection during placement of concrete in the locations listed above. Concrete was placed by pump and mechanically consolidated. Cast one (1) set offour (4) (6x12) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. Additional Comments: RFI to follow for as-built on siab to approach (1) one #4 at 12" center, all other rebar #5's at 12" centers each way. To the best of our knowledge, the work inspected above was in accordance with the building department approved design, drawings, specifications and applicable workmanship provisions of the International Building Codes. ~oe of M~teri~1 Set #1 Supplier Knife River Mix # 2450V02200 Slump 61/2" Air Content 4.5% Ambient Temperature 560 Material Temperature 69' Time Placed 11 :05 AM Design Strength (psi) 5,000 Number of Samples 4 Total Yardaqe Placed 50 Inspector: David Smith, ICC #0877340-88 & Pete Furlong CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Su~mitted, D~;~:rJ!t(1~ Raymond Alrpertl ) Project Manager cc: City of Springfield Chambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler THIS REPORT IS PROVIDED FOR THE INFORM!.. TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD ..... ~"v. ,,,., "'-' ",,'''<on. '^' "'" r ''''Tl-lnr iT TJ.J~ IAlRITT!=II' P!=R'A!~c;,ln~1 nc DRn!=FSc::/nNA/ SCRVIr:F INnll.C::TPlFS IS PROHIBITED Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541f746-9649. Fax 541/746-7163 "':;;~;l Information I.JI::!!.oiWJI. .To Build On .fl!!ng'. ..... ~. J'bGtIng Client: Addre'ss: Ms. Lauretta Davies Jerry's Home Improvement PO Box 2611 Eugene, Oregon 97402 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 "A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax Date: FebruarY.26, 2009 CCB#176269 B.P. No.:-,,-C~::dS9:S P.O. No.: Z4175LD Cast By: Glenn Meek Jr Project No.: 722-90008-18 Proj. Name: Jerry's-Warehouse Renovation Location: 2525 Olympic Street Springfield, Oregon - Placement Data: Materia'l: Concrete Slump (in.): ASTM C143 Slab on grade at pour back at [ruck ramp gridline C.1 at 7.5 to 9, C.9 to D at7.5 to 9 and C.1 Max. Aggr. Size: Field Test Data 6" 1 1/2" 100 al 7.5 10 7.8 Location Sampled At: C.9 to 0 a[ 7.510 9 Date Cast: 02/11/09 Ti~~~~~~; IMi~'~VO~~200 Design Strength (psi): - --',. - Cylinder No. Test Date 09-0485 2/'18/2009 09-0486 09-0487 09-0488 3/11/2009 3/11/2009 Hold Date Rec'd: 02/12/09 Weather: Overcast required 5,000 Age (days) Field Cure (days) 7 28 28 --I H I Lab Cure (days) 6 27 27 H Yardage 2 9/27 Air Content: ASTM C231 L 5.5% Air Temperature (F): 380 Material Temp. (F): ASTM Cl064 560 Max Temp (F): Min Temp CF}: Specimen Size: 6x12 Unit Weight (pcl): ASTM C138 Time Cast: 9:20 AM Curing Conditions: Additives: AEAlWR Results Reported To: Contractor ASTM Load: Total: Supplier: Knife River . Compressive Strength Data ASTM C39 placed 5,000 Diameter or Dimensions (Inches) Cross Sect. Area Cylinder WT. Max. Load (Ibs.) Compo Strength Fracture Type *. Test Time I Capping Method (s.L) (Ibs.) (psi) I C617 C1231 28.27 28.30 121,895 4,310 3 3:50 PM X 6.00 H 1 - Cone (both ends) 2 - ConelVerlical Cracks (one end) 3 ~ Columnar 4 - Diagonal wIno cracking at ends 5 _ Side frac ures (at top or boitom) Remarks: c: City of Springfield CIlambers Construction - David Bakke Robertson Sherwood Architects - Scott Stolarczyk Metzler Engineering - Scott Metzler 6 - Top fraclures (same as #5 but end of cylinder fs pointed) ReJ!f~c;:ulIY Submitted, Pr / ;;;~;;Irvice Industries, Inc. S(Je Wilder !~ Laboratory Supervisor ~ These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except ill lull, without written permission by Professional Service Industries, Inc.