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Home My WebLink AboutBuilding Miscellaneous 2014-3-5 FEICompressive Strength of Concrete G USITfST/NGBINSeudion Serrvic (ASTM C 39) Iiml8 NSPEi°0 Services 'Revised 03-26-14 CLIENT Ms.Julie Daniel PROJECT BRING Recycling-Ph. 3 DATE 03-05-14 BRING Recycling Center *4446 Franklin Blvd. PROJECT NO. 2137202 4466 Franklin Blvd. Eugene, Oregon REPORT NO. 9412 Eugene, Oregon 97403 BP NO. `811-SPR2013-02415 DATE CAST 02-05-14 CAST BY D. Delatte - DATE RECEIVED 02-06-14 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG PRODUCT CODE 314065 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES AEA; Hot water; 2%NCA 534 AIR CONTENT 4.0% LOAD NO. 1 TICKET NO. 60043210 SLUMP 3 3/4" CONCRETE TEMP 62° F YARDAGE 10.0 OF ±50.0 TIME 9:00 AM AIR TEMP 29° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Slab on grade with thickened areas line A to B, from 1 to 4. LOAD 1 SAMPLED Near 1A. • AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.°) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE" 02-10-14 I 5 12.56 I 8.53 41300 3290 6:15 AM 5 02-12-14 7 12.56 8.58 60400 4810 5:55 AM 3 03-05-14 28 12.56 8.58 75705 6030 7:10 AM 2 _ 03-05-14 28 12.56 8.59 78205 6230 6130 7:15 AM 2 "1-End Cones 2-Gone/Split 3-Columnar 4-Diagonal 5-Side pop or bottom) 6-Side(pointed top or bottom} REMARKS: Shawn Hussey (CCC)was advised of on-site test results. Reviewed By: /11. x. / Michael L. Mey Technical Manager • c: Wildish Building Co. -Scott Rogge Wildish Building Co. -Cohn Cunningham TBG Architects-Ben Rippe Kpff Engineers-Carole Knape/ BRING Recycling-Larry Levison City of Springfield-Robert Castile MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue'Corvallis,Oregon 97330•phone(541)757-4698 fax(541)757-2991 29540 B Airport Road'Eugene,Oregon 97402'phone(541)684-3849'fax(541)684-3851 R947CI MR Plotaa' Ilriva CI Tito 1.Psnri rlrennn 07701 •nhnno/5411 RR9-4R4A•fov IFA11 3R7AR4R • • FE®®® Page 1 of 1 TESTING s INSPECTIN,O ar. rmteehnlecl 6 Cw0ryeln^5enke, Geotechnical&Cons udaonservioes Field Density Test Results - ASTM D 2922 `Revised 03-26-14 Client: Ms. Julie Daniel Project: BRING Recycling—Ph. 3 Date: 02-26-14 BRING Recycling Center *4446 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-36202 • Eugene, Oregon 97403 B.P. No.: `811-SPR2013-02415 MOISTURE/DENSITY DATA: AASHTO T99 - Maximum Dry Density of 128.8 pcf, at 11.5% moisture, is from our sample no. 2411 dated 01-21-14 for 3/4"-0 crushed gravel(WBC). Wet Dry Test Approximate Location Approx. Density Percent Density Percent Compaction No. Elev. (pcf) Moisture (pcf) Compaction Requirement 1 Near center of approach on FG 138.4 6.2 130.3 100+ 95 south side 2 Near center of valley gutter on FG 141.8 6.2 133.6 100+ 95 west side Tests performed at finished grade of base rock under concrete around building 10. Remarks: Wildish representative was advised of test results. • Reviewed By: .. — • • Michael L. Me er • Technical Manager • • c: Wildish Building Co. —Scott Rogge (email) Wildish Building Co. —Colin Cunningham (email) TBG Architects— Ben Rippe(email) Kpff Engineers— Carole Knapel (email) BRING Recycling—Larry Levison (email) City of Springfield— Robert Castile(email) MLM:sc 'this repon and%or enclosed test data is the confidential property of the client to whom it is addressed and pertains to thapccific process and/or material evaluated. As such,information contained herein shall not be reproduced in pan of full and/or any pan thereof be disclosed without FEE Testing&Inspcnio,Inc.'s written anthonzation. 750 NW Cornea Avenue.Corvallis,Oregon 97330.phone(541)757-4698.fax(541)757-2991 29541B Aimat Read hilgne,Ocgon 97402•phone(541)684-3849.fix(541)684-3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 • FE/ Page 1 of 1 �ESnvcsfnsPECnax,hr. Report of Inspection Services flco.rkuc".^swii,e, Geotechnical&Construction Senices Welding/High-Strength Bolting 'Revised 03-26-14 Client: Ms. Julie Daniel Project: BRING Recycling— Ph. 3 Date: 02-17-14 BRING Recycling Center *4446 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-36122 Eugene, Oregon 97403 Inspector: A. Wilson ID No.: 8049931 ICC Inspection of: High Strength Bolts Shop: ❑ Field: Ed Fabricator or Erector: MBSI Weather: Cloudy Contractor: Chambers Construction Co. BP No.: `811-SPR2013-02415 Performed tension verification on the 3/4" A325 high strength bolts using turn-of-the-nut method for pre- tensioning. Three (3) bolt assemblies were installed into a Skidmore-Wilhelm tension indicator to snug- ' tight condition, marked with paint and tightened an additional 1/3 turn. The bolts tested meet and exceed +5% of the minimum tension requirements of 28 kips for 3/4" bolts. Verified each beam to column connection and each beam to beam connection were in snug-tight conditions. After snug-tight conditions were verified, bolts were match marked with paint and tightened an additional 1/3 turn. Inspected connections along lines 1 thru 4, between lines A& B. Jim (MBSI) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with Butler Building drawings dated 12- 02-13 and applicable AISC manual, except if noted above. Reviewed By: x•G% • Michael L. Me r Technical Manager c: Wildish Building Co. —Scott Rogge (email) Wildish Building Co. —Colin Cunningham (email) TBG Architects— Ben Rippe (email) Kpff Engineers—Carole Knapel (email) BRING Recycling— Larry Levison (email) City of Springfield— Robert Castile (email) MLM:sc • • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE Testing&Inspection,Inc.'s written authorization. • 750 NW Comell Avenue•Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991 29540 B Airport Road Eugene,Oregon 97402 phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3. Bend,Oregon 97701 'phone(541)382-4844'fax(541)382-4846 • • F / Compressive Strength of Concrete TESTING a INSPECTION,lxr Georeahnkel8 e°netrudion Service, (ASTM C 39) *Revised 03-26-14 CLIENT Ms.Julie Daniel PROJECT BRING Recycling—Ph.3 DATE 03-26-14 BRING Recycling Center `4446 Franklin Blvd. PROJECT NO. 2137202 4466 Franklin Blvd. Eugene,Oregon REPORT NO. 9462 • Eugene,Oregon 97403 BP NO. *811-SPR201 3-0 241 5 DATE CAST 02-26-14 CAST BY A. Fenstermacher DATE RECEIVED 02-27-14 STRENGTH REQUIRED -- SPECIMEN SIZE 4"x 8" STRENGTH PLACED 3300 psi SACKS SUPPLIER ESG PRODUCT CODE 323365 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES Hot water:AEA AIR CONTENT 5.3% LOAD NO. 1 TICKET NO. 60043856 SLUMP 3 1/4" CONCRETE TEMP 69° F YARDAGE 7.0 OF ±14.0 TIME 10:30 AM AIR TEMP 46° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Valley gutter on west side of building 10 and approach on south side of building 10. • LOAD 1 SAMPLED From valley gutter. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST , FRACTURE°° 03-05-14 7 12.56 8.59 40715 3240 6:40 AM 5 03-26-14 28 12.56 8.66 64650 5150 6:55 AM 2 03-26-14 28 12.56 8.56 64775 5160 5155 7:00 AM _ 2 Hold I-Eno Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed lop or bottom) REMARKS: Wildish representative was advised of on-site test results. Reviewed By: Michael L. Me r Technical Manager c: Wildish Building Co.—Scott Rogge(email) Wildish Building Co.—Colin Cunningham(email) TBG Architects—Ben Rippe(email) Kpff Engineers—Carole Knapel(email) BRING Recycling—Larry Levison(email) City of Springfield—Robert Castile(email) MLM:vs This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any pad thereof be disclosed without FEI Testing&Inspection,Ines written authorization. 750 NW Cornell Avenue'Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991 29540 B Airport Road.Eugene,Oregon 97402-phone(541)684-3849.fax(541)684-3851 62979 NE Plateau Drive,Suite 3'Bend,Oregon 97701 .phone(541)382 4844-fax(541)382-4846 • • IPage 1 of 1 TESTINC&INSPECTIONr/,s. Field Density Test Results — ASTM D 2922 Gaon-ri nk&d Con.nvoion Service. `Revised 03-26-14 Client: Ms. Julie Daniel Project: BRING Recycling—Ph. 3 Date: 03-05-14 BRING Recycling Center '4446 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-36279 Eugene, Oregon 97403 BP No.: 111-SPR2013-02415 MOISTURE/DENSITY DATA: AASHTO T99 - Maximum Dry Density,of 128.8 pcf, at 11.5% moisture, is from our sample no. 2411 dated 01-21-14 for 3/4"-0 crushed gravel (WBC). Wet Dry Test Approximate Location Approx. Density Percent Density Percent Compaction No. Elev. (pcf) , Moisture (pcf) Compaction Requirement 1 Parking area FG 134.3 6.1 126.6 98 95 2 Parking area FG 140.9 5.4 133.7 100+ 95 3 Parking area FG 147.7 8.1 136.7 100+ 95 4 Parking area FG 144.6 6.5 135.8 100+ 95 5 Parking area FG • 145.4 6.0 137.1 100+ 95 6 Parking area FG 145.7 6.1 137.3 100+ 95 7 Parking area FG 138.1 5.8 130.5 100+ 95 8 Parking area FG 149.1 6.7 139.7 100+ 95 Tests performed at finished grade of base rock under asphalt paving at locations noted on attached drawing. Remarks: Scott Rogge (WBC)was advised of on-site results. • Reviewed By: /�i. /l> Michael L. M er Technical Manager c: Wildish Building Co. —Scott Rogge Wildish Building Co. —Cohn Cunningham TBG Architects—Ben Rippe Kpff Engineers —Carole Knapel BRING Recycling—Larry Levison • City of Springfield— Robert Castile Attachment: approximate test locations drawing MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part tnereot be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 NW Cornell Avenue Corvallis,Oregon 97330'phone(541)7574698.fax(541)757-2991 29540 B Airport Road Eugene,Oregon 97402 phone(541)684-3849 fax(541)684-3851 R9070 MG Platoai I!lawn Si iitn 3•Pond flronnn 0771 .nhnno(SA11 1419ARdd•fav/Fd111F0-AA4R • • • • FEI TfS11NG6 SPCCTION,mr. cen,d.,urcr;Construction Service. Geotechnical&Construction Services March 26, 2014 Project No. 2137202 Report No. E-36460 Ms. Julie Daniel BRING Recycling Center 4466 Franklin Blvd. Eugene, Oregon 97403 FINAL SUMMARY REPORT BRING Recycling— Ph. 3 • 4446 Franklin Blvd. Eugene, Oregon Building Permit No. 811-SPR2013.02415 Dear Ms. Daniel, This letter confirms that FEI Testing & Inspection, Inc. performed special inspection services in accordance with IBC and as directed by our client for the above-referenced project. We were employed to provide continuous or periodic inspection on specific dates, as documented per our special inspection reports for: • asoils reinforced concrete ❑structural welding (shop/field) ❑structural masonry Elbolts cast in concrete ®high-strength bolts ❑post-installed anchors Osprey applied fireprbofing Based upon our observations and written reports of this work, it is our judgment that the inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specifications, change orders and/or structural engineer's instructions, and applicable provisions of Chapter 17 of the International Building Code, unless otherwise noted or referenced above. Note: in addition to special inspection services, we also provided field compaction testing services on the base rock under slabs and pavements. Respectfully, ich•�o�Michael L. M r Technical Manager • c: • Wildish Building Co. —Scott Rogge (email) • Wildish Building Co. —Colin Cunningham (email) TBG Architects— Ben Rippe (email) Kpff Engineers —Carole Knape! (email) BRING Recycling — Larry Levison (email) City of Springfield — Robert Castile (email) • MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed arid pertains to the specific process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc:s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698-fax(541)757-2991 29540 B Airport Road Eugene,Clew)97402 phone(541)684-3849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3• Bend,Oregon 97701 •phone(541)382-4844.fax(541)382-4846 • PE! Page 1 of 1 TESTINGsINSPECTIOII,ur. Daily Field Report Genneehn'rtnl R[ensbunion Services `Revised 03-26-14 Client: Ms. Julie Daniel Project: BRING Recycling— Ph. 3 Date: 02-05-14 BRING Recycling Center `4446 Franklin Blvd. Project No.: 2137202 4466 Franklin Blvd. Eugene, Oregon Report No.: E-36021 Eugene, Oregon 97403 Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑ Contractor: CCC BP No.: `811-SPR2013-02415 Periodic Inspection: • Performed inspection on the reinforcing steel for slab on grade line A to B, from 1 to 4. Reinforcing steel was checked for size, grade, quantities, locations, ties, clearances and supports. Anchor bolts were checked for quantity only. • Observed the placement of 10.0 of 50.0 yards of Eugene Sand & Gravel 3000 psi concrete (mix 314065). Concrete was placed directly from truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders. Slump— 3 3/4"; concrete temperature —62F; air temperature—29F; air content—4.0%. Notified Shawn (CCC) of on-site results. To the best of our knowledge, the work inspected was in accordance with plans dated 10-15-12 and applicable workmanship provisions of the IBC, except if noted above. Reviewed B : •eli Michael L. M er Technical Manager • c: Wildish Building Co. —Scott Rogge Wildish Building Co. —Colin Cunningham TBG Architects— Ben Rippe Kpff Engineers—Carole Knapel BRING Recycling—Larry Levison City of Springfield— Robert Castile MLM:sc • This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such,information contained herein shall not he reproduced in part or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s wrinen authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698•fax(541)757-2991 29540 B Airport Road'Eugene,Oregon 97402.phone(541)684-3849•fax(541)684-3851 F9Q7Q AIF Platoon I flrivc Ri lito 7•Rend flronnn 0771)1 •nhnno(Sall'1R9.dRdd•fov(FA11 QR9_dRdF