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Home My WebLink AboutPermit Field Test & Inspection Report 2009-2-3 ~"P~ Lyft. 11:"lljlrt;"U~'~~'IIIJ~gl~l. CLIENT EWEB 500E. 4th Ave. Eugene, Oregon. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED TEST DATE 02-06-09 02-27-09 02-27-09 Hold AGE (DAYS) 7 28 28 "*1 - End Cones Gb.J~ " .i;aJ & Construction Servires Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 02c06-09 2087168 6186 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P.NO. 2008-00225 01-30-09 CAST BY A. Fenstermacher DATE RECEIVED 01-31-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 3/4" Super; Eclipse; Hot water AIR CONTENT 3.5% 3 TICKET NO. 3354055 SLUMP 8 1/4" 580 F YARDAGE 10.0 OF 44.0 TIME 10:30 AM 380 F WEATHER Fog. SPECIMEN STORAGE ASTM C31 Ramp slab on grade up to sump area; elevated walkway above wall #21; east and west raw water channel walls above wall #24. From west end of ramp slab. AREA (IN.') 12.56 WEIGHT (LBSI 8.4 TOTAL LOAD (LBSI 54600 COMPRESSIVE STRENGTH (PSn 4350 AVERAGE STRENGTH (PSI) TIME OF TEST 10:40 AM TYPE OF FRACTURE.. 4 , 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: /1.'-/.~ Michael L. Meyer ' Technjcal Manager c: EWEB- Mike Stickling (email) . EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wi/dish Building Co.- Jake Stucky (email) City of Springfield Knife River 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. ?ElJMN CaneIIAvenue' CavaIIls, Oregm 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregm 97402. phone (541)684-3849 . fax (541 )lJ84..3851 630EIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 (~FEJ 11:"'lliltl:.lt"'~~lIllll~liIlilCIII CLIENT EWEB 500E. 4th Ave. Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED Geotechnical & Olns1rudion Services Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. 02-05-09 2087168 6162 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P.NO. 2008'00225 01-08-09 CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 40-SE7 CEMENT MAX SIZE AGG. Super; Eclipse; AEA; Hot water AIR CONTENT 2 TICKET NO. 3160663 SLUMP 640 F YARDAGE 10.0 OF' 40.0 TIME 520 F WEATHER Showers SPECIMEN STORAGE Baffle wall north of wall #29; wall #21; remaining ramp walls (except west end). 01-09-09 4" x8" . Knife River 3/4" 4.6% 6" 1:10PM ASTM C31 From 1" lift in number 21. AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) . (PSI) TEST FRACTURE" 01-15-09 7 12.56 8.3 47800 3810 8:30 AM 5 02-05-09 28 12.56 8.4 65400 5210 8:05 AM 5 02-05-09 28 12.56 8.3 64400 5130 5170 8:10AM 4 Hold ....1 - End'Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) was advised of on.site test results. Reviewed By: !~~;2~~ Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fltzjarrell (em ail) Wildish Building Co.- Jake Stucky (email) City of Springfieid Knife River 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 malerial 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. 7fIJ tom Comel Avenue' eavanis, Oegon 97330, phone (541) 757-4698 'fax(541) 757-2991 29540 B AIrport Road . Eugene, Oegon 97402 . phone (541) 684J849. fax (541) 684-J851 63050 Corporate Place, Suile2. Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 3824846 Sf!J """""'~"'''"IlI'.''la <Xv~ "lical & Construction Servires Page. 1 of 1 Report of Inspection Services Welding/High-Strength Bolting_ , i Client: Mr. Kevin Fitzjarrell Wild ish Building Co. PO Box 7428 ' Eugene, Oregon 97401 Project: Hayden Bridge- Steel Springfield, Oregon Date: Project No.: Report No.:. Inspector: ID No.: , . Inspection of: Fabricator or Erector: , Contractor: Welding Double A Fabrication Shop: Ii'! Weather: BPNo.: 02-04-09 2097009 E-22331 L. Postier 06120541 AWS CWI Field: 0 Inside 2008-00225 Performed visual inspection on 1he following structural steel components: stair stringers- (2) S-01; ladder connection plates- (6) S-.01; door frame- S-02; mixer support brackets and sill angle- (2) S-03, door frames- (3) S-03; stainless steel channels- (4) S-06; stainless steel beams- (3) S-07; ladder- (1) S-08; FTW flume pipe supports- (4) S-10; exterior pipe support braces-. (2) S-11; stop log guide frames- (3) S- 13, (3) S-14, (3) S-15 and (4) s-16; stainless steel ladder- (2) S-14. Completed welds were checked for size, length, profile and location. Dave (Double A) was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspec1ed is in conformance with drawings dated 11-04-08 and applicable AWS 01.1 and 01.6 codes. Reviewed By: /h.<;;'~ Michael L. MJ;? Technical Manager c: Wildish Building Co.- Jake Stucky (em ail) EWEB- Wally McCullough (em ail) EWEB- Michael Stickling (em ail) OBEC- Pete Slocum (em ail) City of Springfield MLM:sc This report andlor 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 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4646 ,..i/l".....~.t..r...l ~''''. - . .,.. .. Page 1 of 1 II~'I h\lrt;..r~~'lI~'lllli.Ill.~ Geotechnical & Construction SeIvices I Report of UltrasOI)ic Examination Client: Mr. Kevin Fitzjarrell Wildish Building Co. PO Box 7428 Eugene, Oregon 97401 Project: Date: Project No.: Rpt. No.: Technician: 10#: . Shop [;'I Weld 10: Joint 10: Hayden Bridge- Steel Springfield, Oregon BP# 2008-00225 Contractor: Fabricator or Erector:, Double A Fabrication 02-04-09 2097009 E-22330 L. Postier AS.N.T. Level II :Field D Complete Penetration 'Stair Stringer Splices Decibels Discontinuity . c . c c , " 0 0 " '" o~ u :::: ~ .2 CD u . c : 0 E~ - c c ~ a: . << o > ~u o- S Distance Location a: u 0 .l! . .!:!'l; . t ;;~ c 0 . E ~ 0 0 .~ l!~ ~a: 0 0 '8 u u E a: E ,g u , . << ~ 0 U ." ~ -5'g u " .!! . E '" = 0 . c m c m' ~'t From X FromY . .. " E 0 , b c d 0 c 0 0 , " ~ ... ~ ~ ~ <<... co"' Stair 5.01 1 Stringer #1 (3) locations 1 Stringer #2 (3) locations 1 I I x 17001 A 11 &21 137 db x 7001 A 11 &21 137 db I 1 1 1 I I I I I I 1 I I Frequency: 2.25mhz I Equipment No.: Panametrics 48 I calibra~on Blocks: IIW, DSC I Gode Criteria: AWSD1.1-Da Reviewed By: 1h.'7.~ Michael L. Miter Technical Manager c: Wildish Building Co.- Jake Stucky (em ail) EWEB- Wally McCullough (email) EWEB- Michael Stickling (em ail) OBEC- Pete Slocum (email) City of Springfield MLM:sc Couplet: Ullragelll I **Gain dB a-b-c=d . - I . 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 NoN ComeIIAvenue' CoI1IaIIis, CJre90n 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad . Eugene, 01ig0n 97402 . phone (541)684-3849' fax(541)6&h3851, 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 JP<t(' ~ <tlv (),9 t$'.o ~ ~fEI Page 1 of 1 11~'II~Lct:tl~lio'~:'.IIII~_ Geoted1nical & Construction Services . Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 02-04-09 500E. 4:" Ave. Plant Expansion Project No.: 2087168 I . . Springfield, Oregon Report No.: Eugene: Oregon E-22328 Inspector: A. Fenstermacher ID. No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: D Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic]nspection: 0 Performed Inspection on the reinforcing steel. for raw water channel lids above wall numbers 24 and 25. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports. ' Observed the placement of 10 yards of Knife River 4000 psi concrete (mix 40-SE7) into areas noted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders. Notified Jake Stucky (Wildish) of the on-site results. Concrete temperature-63F; air temperature- 37F; slump- 7"; air content- 4.6%. . Mr. Stucky was asked to notify our office when additional services are needed. ,'. To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: (lJ. '-!:~ Michael L: M{;Ier Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (em all) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (em ail) City of Springfieid 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. 7m r-m ComeII Avenue' eavams, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad. Eugene, Oregon 97402, phone (541 )684;3849. fax (541 )684-J851 630m Corporate Place, Su~e2' Bend, Oregon 97701. phone (541) 382-4844. fax (541) 3824846 SfEI Page 1 of 1 . 1I:lI.'mICl.41~.'iI;fllfU'IWI Geotechnical & 0JnstrucIi0n Services Daily Field Report . I Client: EWEB I Project: Hayden Bridge Water Filtration Date: 02-02-09 500E. 4~h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22309 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0 Contractor: Wildish Buiiding Co. BPNo.: 2008-00225 Periodic Inspection: 0' Performed final inspection on the reinforcing steel for alum tank pedestals and elevated walkway stem walls at the southwest corner of the coagulant building. Preliminary inspections were performed on 01-20-09 and 01-30-09 (reference FEI reports E22238 and E22302). Observed the placement of 30 yards of Knife River 3000 psi concrete (mix 30-1K) into areas noted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Notified Jake Stucky (Wildish) of the on-site test results. Concrete temperature- 58F; air temperature- 41F; slump- 61/2"; air content- 5.3%. Mr. Stucky was asked to notify our office when additional services are needed. ' To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /IJ. ~ ./Ju;j. Michael L. MeUr Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wiidish Building Co.- Kevin Fitzjarrell (emaii) Wildish Building Co.- Jake Stucky (emaii) City of Springfield 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. 7f/J NN CaneII Avenue' Caval6s, Oregm 97330 . phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad . Eugene, Oregm 97402, phone (541) 684J849 . fax (541 )684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541)382-4846 ~ftl Page 1 of 1 11~'II~lct;41I~~'~1'llllll_ GcvW ,,1ica1 & 0:Jns1rucOOn Servioos Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: o 1-30-09 500E. 41~ Ave. Plant Expansion Project No.: 2087168 Eugene,; Oregon Springfield, Oregon Report No.: E-22302 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Fog Continuous Inspection: 0 Contractor: Wild ish Building Co. BPNo.: 2008-00225 Periodic Inspection: [;'} Performed final inspection on the reinforcing steel for east and west raw water,'channel walls above wall #24. A preliminary inspection was performed on 01-27-09 (reference FEI report number E-22278). Also, performed inspection on the reinforcing steel for elevated walkway above wall #21, ramp slab on grade up to slump area and coagulant building elevated walkway support walls. Reinforcing steel was. checked for grade, size, laps, quantities, locations, ties, clearance and supports. Observed the placement of 44 yards of Knife River 4000 psi concrete (mix 40-SE7) into areas noted above excepCcoagulant building walls. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders, Notified Jake Stucky (Wildish) of on-site results. Concrete temperature- 58F; air temperature- 38F; slump- 81/4"; air content- 3.5%. Mr. Stucky was asked to notify our office when additional services are needed. . To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ~,7i'~ Michael L. Me.;lr Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (email) . OBEC- Pete Siocum (email) Wildish Building Co.- Kevin Fitzjarrell (emall) Wildish Building Co.- Jake Stucky (em all) City of Springfield RECEIVED FEB 0 4 1009 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; infonnation contained ,herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEl Testing & Inspection, Inc,'s written authorization. 7EiJ NN Coo1e1lAvenue' CorvaIUs, Qegcr197330' phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirpcrtRoad . Eugene, Qegcr197402' phone (541 )684J849. fax (541) 684.J851 , 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 ) 382-4840 SFEI Page 1 of 1 11;"'llllrf;"II~':lalllll~.I~1j Geotechnical & Construction SeIVices Daily Field Report Client: Mr. Jim Thomas Project: LCAFRC- Fuel Truck Date: 02-06-09 Wildish Building Co. Parking Structure Project No.: 2097015 PO Box 7428 3110 Pierce Parkway Report No.: E-22342 Eugene, Oregon 97401 Springfield, Oregon Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Showers Continuous Inspection: D Contractor: Wildish Building Co. BP No.: COM2008-01506 Periodic Inspection: 0' Performed inspection on the reinforcing steel in the fuel truckk parking monolithic slab on grade at the northwest corner of the maintenance building. Reinforcing steel was checked for grade, size, laps. quanIities, locations, ties, clearance and supports. Anchor bolts were checked for size, quantity and embedment and were secured in- place with templates. Observed the placement of 51.25 yards of Eugene Sand and Gravel 4000 psi concrete (mix 314065) into areas noted above. Concrete was placed by pump and was mechanically consolida1ed. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders. Notified Ian (Wildish) of on-site results. Concrete tempera1ure- 68F; air temperature- 45F; slump- 3 1/4". Ian. was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with Farwest drawings dated 11-14-08 and applicable workmanship provisions of the I.B.C., except if noted above. . Reviewed By: A,'I..~ Michael L. ~eyll Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e:mail) Wildish- Tony Dean (email) City of Springfield R~C _ FE, E:.IV~ 800 D 199,9 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/of.material evaluated. As such, information contained hereinlshall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testin9.& Inspection, Inc.'s written. authorization. 7ffJ rm 0:meII Avenue' CootaIlis, CJregm 97330, phone (541 ) 757-4698' fax (541) 757-2991 29540 BAirport Rood . Eugene, CJregm97402' phone (541)Ei84;J849 . fax(541)EJ84..3851 63050 Corporate Place, Suite 2 . Bend, Ore90n 97701 . phone (541) 3824844 . fax (541) 382-4846 ~fEI IJ~'tIII'lrl;"I~~'1:;;'lntl\'l.Il'I" Geotechnical & Cortstrudion Services Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr. Jim Thom~s Wildish Building Co. P.O. Box 7428: Eugene, Oregon 97401 Project: LCAFRC Complex Phase II 3110 Pierce Parkway Springfield,. Oregon Date: . Project No.: Report No.: Inspector;: ID No.: Inspection of: Fabricator or Erector: Contractor: Shop: G Weather: BPNo.: Welding Wild ish Building Co. Wildish Building Co. 02-03-09 2077102 E-22319 K. Green 8003776 ICC Field: Ii'! Clear COM2007 -00828 Performed visual re-inspection of rifle range baffle to L3" x 3" x 1/4" angle connections (per detail 1 on S- 2). The twelve (12) missing welds on Ihe upper ends of the diagonal angle to baffle connections have been added (reference FEI report number E-22284, dated 01-28-09). Completed welds were checked for size, length, profile and location. Ian (Wildish) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawings dated 10-24-08 and applicable AWS D1.1 code, except if noted above. ' Reviewed By: iJ1.>('~ Michael L. M/{er Technical Manager c: Barrantine Bates Lee - (e-mail) kpff Consulting Engineers - (e-mail) Oregon Military Dept. - (e-mail) Wildish- Tony Dean (email) City of Springfield MLM:sc -P~ ~ (\~ <90 /t- 6'.~ ~ {) ~ 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 ComellAvenue' 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 63050 CU, "U'Q~C Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4644 . fax (541) 382-4846