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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-7-21 ~ SfEI Page 1 of 1 lI;'lml";tlJ~"~~.IIII~'ImI Geotechnical & Construction Services Daily Field Report Client: EWEB 500E, 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No,: ,Inspector: ID No.~ 07-21-09 2087168 E,23427 A. Fenstermacher 5258882-49 ICC :A'Sl \-\-<>>-iden f>~ 120\.. Inspection of: Reinforced Concrete Contractor: Wild ish Building Co, Weather: Clear ,BP ~ C26o~-00225 , Continuous'lnspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for remaining filter building slabs on, grade and entry slabs at north and south entrances to coagulant building. A preliminary inspection was performed on 07-20,09 (ref: FEI report E-23405), Observed the placement of 74,0 yards of Knife River 4000 psi concrete (40-SE7) into areas noted above, Concrete was placed by pump and was mecha'nically consolidated, Cast one (1) set of four (4) 4" x 8" compressive strength cylinders, Notified Jake Stucky (Wildlsh) of the on-site test results, Slump - 7"; concrete temperature - 79F; air temperature - 67F; 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 LB,C" except If noted above, Reviewed By: 11.c;('~ Michael L Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co,, Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Spiingfield ' 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. 7ffJ rw ComeI AVfflue' Cavalls, O'egon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Rood . Eugene,O'egon 97402, p'Jone(541)684J849' fax (541)684J851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541)3824844' fax (541) 382-4846 A,~"''''~ ~rtl ~ 11~'ml",:.I~lio'~;'IIIJ/lI!llI' r ~ J;tA~.III;C81 & O::nlStnJOOn Services Compressive Strength of Concrete (ASTM C 39\ EWEB 500E. 4th Ave, Eugene, Oregon 97440 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP' POUR LOCATION LOAD 1 SAMPLED TEST DATE 07-21-09 08-11,09 08.11-09 Hold AGE (DAYS) 7 28 28 PROJECT Hayden Bridge Water Filtration Plant Expansion ?>~~-, l-\O.~~nt~~,~re~. , BP NO,,_ 2008-00225 DATE PROJECT NO. REPORT NO, 07-21-09 2087168 6531 07-14-09 ' CAST BY. D, Delatte DATE RECEIVED 07-15-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG, 3/4" AEA, Super AIR CONTENT 3,5% 1 TICKET NO, 3444628 SLUMP 7 1/4" 72" F YARDAGE 10,0 OF 51,0 TIME 6:30 AM , 53" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 Northeast, southeast and center west slab on 9rade sections for filter basins, Catch basin pit slab at alum truck unloadin9 pad, Southeast slab section, AREA (IN.'! 12,56 WEIGHT (LBS) 8,52 COMPRESSIVE STRENGTH (PSIl 4660 AVERAGE STRENGTH (PSIl TYPE OF FRACTURE-- 2 TIME OF TEST 1:00 PM TOTAL LOAD (LBS) 58495 REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of on-site test results, .. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagon~1 5- Side (top or bottom) 6 - Side (pointed top or bottom) . Reviewed By: /h .~.IAu,~ Michael L, M~ye/' Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (em ail) Wildish Building Co,- Kevin Fitzjarrell (emaii) Wild ish 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 orfulland/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 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 ~t..t~ ...y . ~~ REc,EIVED JUl 24 2009 ~ Page 1 of 1 11r..'llflrt;"II~':.'~III'I~.m. Geotechnical & Construction Servires Daily Field Report Client: EWEB 500E: 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No,: Report No.: Inspector: ID No.: 07-20-09 2087168 E-23405 A, Fenstermacher 5258882-49 ICC ?f15'1 \\o.\{tleV\ tOncLr- ect . . Inspection of: Reinforcing Steel Contractor: Wildish Building Co, Weather: Clear. BP-IliQ,,:~ =-2008,00225 Continuous Inspection: D Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for final three (3) of six (6) sections of slab on grade with thickened edge for filter basins, and north and south entrance slabs for coagulant building, Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports, A final inspection will be performed prior to concrete placement. Jake Stucky (Wildish) 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 LB,C" except if noted above, Reviewed By: (!h':(};- Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) , 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. 7EIJ NVV CcmeII Avenue' Caval6s, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991 29540 Bi"JIpal Road, Eugene, Oregon 97402 'phone(541)684-3849' fax (541)684-3851 62979 NE Piateau Drive, Suite 3, Bend, Oregon 97701, phone (541) 3824844 'fax(541)382-4846 kR - ~,tP~; ----,~ __ J 11~'1II1rt;tI~~'~~'IIII~.IH. RECEIVED JUL 1,7 2009 Page 1 of 1 <Xu;"~ " ,ical & Construction Servires Daily Field Report Client: EWEB 500E, 41h Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 07-14-09 2087168 E-23365 D, Delatte 1080867-88 ICC . '5\61 ~OJ.jo\en ~ncUt eeL Inspection of: Reinforced Concrete Contractor: ' Wildish Building Co, W.ell.t,l:1er: Overcast BP No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for three (3) of six (6) sections of slab on grade with thickened edge for filter basins: northeast, southeast and center west section of slab, Preliminary reinforcing steel inspection was performed on 07-09,09 (ref: FEI report E-23345), Observed the placement of 51,0 yards of Knife River 4000 psi concrete (mix 2440K1 UOKS) into slab noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1) set of four (4) .'I" x 8" concrete test cylinders from load 1, Slump - 7 1/4"; air temperature ~ 53F; concrete temperature - 72F; air content - 3,5%, ' Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results and were 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 LB,C" except if noted above, Reviewed By: A.~~ Michael L' Meter Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,-,Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) City of Springfield ' MLM:sc This report andfor 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 Of full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written,authorization. 700 rw ComeIIAvenue' CorvaI~s, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402, phone (541) 68<h3849 'fax(541)684-3851 , 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 3824844 ' fax (541) 382-4846 ~ftl RECEIVED JUL 13 7.009 ~ Page 1 of 1 11~'II~'(I'I;.iI~"'~~'lllJtlll~I" Geotechnical & Construction Services Daily Field Report Client: Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No,: Report No.: Inspector: ID No.: EWEB 500E, 41h Ave, Eugene, Oregon ~511-\D..'\0M\ ~y\~ M. 07-09-09 2087168 E-23345 D, Delatte 1080867-88 ICC Inspection of: Reinforcing steel Contractor: Wild ish Building Weather: Overcast BP No.:, _ ,2008-00225 Continuous Inspection: 0 Periodic Inspection: 0 Performed preliminary reinforcing steel inspection for slab on grade with thickened areas for filter basins and new wall in flume from filter #N1 to filter #S5, Reinforcing steel was checked for grade, 'size, lap, placement and clearance, Reinforcing steel was secured and supported above grade, Final inspection of reinforcing steel will be done prior to concrete placement ' To,the best of our knowledge, the work in-progress inspected was in accordance with plans dated 02/2008 and applicable workmanship provisions of the LB,C" except if noted above, ' Reviewea By: ;h.~~ Michael L Meier Technical Manager c: EWEB- Mike Stickling (email) EWES- Wally McCullough (email) OBEC- Pete Slocum (email) . Wiidish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield - ). /J"fiiiJIJr MLM:sc This report ~nd/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.- 7fJJ WI Comeil Avenue' CorvaI~, Oregon 97330, pha1e (541) 757-4698, fax (541) 757-2991 . 29540 BAirportRoad' Eugene, Oregon 97402, phone(541)684J849 'fax(541)684-3851 62979 NE Plateau Drive. Suite 3 'Bend, Oregon 97701, phone (541) 3824844 'fax(541)3824846 RECEIVED JUL 1 3 2009 '~~ L.~"" ~, ~rtl '1r.'mlrt;4IIhl~'rI~'IlIJ~.IHII ('~nia:ll & C..onstrudior1 Ser'VicEs Compressive. Strength of Concrete 'ASTM C 39) CLIENT EWEB 500E, 4'0 Ave, Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Piant Expansion 3~S1 ~d~nt~t Orego~, 'BP NOJ :209-8-0022<;r DATE PROJECT NO, REPORT. NO, 07,08-09 2087168 6490 DATE'CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION' 06-10-09 CAST BY A, Fenstermacher DATE RECEIVED 6-11-09 4000 psi SPECIMEN SIZE 4" x 8" , 4000 psi ' SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG, 3/4" Super; Eclipse AIR CONTENT 3,0% ,2 TICKET NO. 3354654 SLUMP 8" 71' F YARDAGE 10,0 OF 50,0 TIME 9:00 AM 62' F WEATHER Overcast 'SPECIMEN STORAGE ASTM C 31 Fiiter building lower slab (elevation 578,50) and Filter building weir box slab at south end, LOAD 2 SAMPLED North side of weir box, AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYSI (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE" 06-17-09 7 12,56 8,51 59390 4730 8:35 AM 5 07-08,09 28 12.56 8,51 71200 5670 1:45AM 2 07'08-09 28 12,56 8,53 70160 5590 5630 I 1:50AM 2 Hold I "1-EndCones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(loporbollom) 6-Side (poinled lop orbotlom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results, , Reviewed By: Ih. ~, I~----- Michael L. Mey/: Technical Manager c: EWEB- Mike Stickling (emaii) EWEB- Wally McCullough '(email) OBEC- Pete Slocum (emaii) Wildish Building Co,, Kevin Fitzjarrell (emaii) Wildish Building Co,, Jake Stucky (email) City of Springfield Knife River 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 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 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phorie (541) 382464'1" fax (541) 3824846 ~ftl RECEIVED JUl 2 4 2009 Compressive Strength of Concrete lASTM C 39) ~ 11~'lm~:4II~.'W~IIIIJ~.m. c:.....l~.-.. J ..1irnl & lA1nstrudion Services CLIENT EWEB 500E. 4'h Ave, Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion I1Q I '^'."'. Sl'ringfield, Oregon ~ ,51 """'I'"""-n 6rl~ eo. BP NO, . -2008-00225 DATE PROJECT NO, REPORT NO, 07-17-09 2087168 6503 ,DATE CAST 06-19,09 CAST BY A. Fenstermacher DATE RECEIVED 06,20-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG, 3/4" ADDITIVES Super; Eclipse AIR CONTENT *3.4% LOAD NO, 2 TICKET NO, 3354784 SLUMP 71/2" CONCRETE TEMP 78" F YARDAGE 9,0 OF 43,0 TIME 1:30 PM AIR TEMP 69" F WEATHER Partly Sunny SPECIMEN STORAGE ASTM C 31 POUR LOCATION Filter building and weir box walis, LOAD 2 SAMPLED 1" lift at south end of filter building wall, TEST, AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN,') (LBS) LOAD (LBS) STRENGTH (PSI) 06-26-09 7 12.56 8,63 60380 4810 07-17-09 28 12,56 8,59 82505 6570 07-17-09 28 12,56 8,54 84555 6490 Hold AVERAGE STRENGTH (PSI! 6530 TIME OF TEST 9:35 AM 9:50 AM 9:55 AM TYPE OF FRACTURE" 2 2 3 .'1- End Cones 2 - Cone/Split 3- Columnar 4- Diagonal 5- Side (top orbotlom) 6 -Side (pointed lop or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test resuits, . Supplied by Knife River QC, Reviewed By: . j11 ,'-1(,~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB' Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co,- Kevin Fitzjarrell (email) 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 material evaluated. As such, information contained herein Shbll not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Jnspecti(~m, 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-J849 , fax (541) 684-3851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~ ~ (~ftl 11:r."lNrt;"I~~~ WIIIIIU.m. Geotechnical & ('.nn.<>fnJdion Servires Compressive Strength of Concrete lASTM C 39) CLIENT EWEB ' 500E. 4th Ave, Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion 11.-.. Sprin~eJ~?regon ?!\'5'l ~~ ~ ~. BP NO.~ " 2008-00225 DATE' PROJECT NO, REPORT NO. 07-03.09 2087168 6485 DATE CAST 06-05-09 CAST BY D, Delatte DATE RECEIVED 06-06-09 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 2440KIUOKS CEMENT MAX,SIZE AGG, 3/4" ADDITIVES Super! Eclipse AIR CONTENT 3.5% LOAD NO, 1 TICKET NO, 3440488 SLUMP 51/2" CONCRETE TEMP 700 F YARDAGE 5,0 OF 5,0 TIME 9:40 AM AIR TEMP 6rF WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION 54" diameter raw water penetration wall at contact basin north riser box' TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) 06-12-09 7 12,56 8,50 57020 4540 07-03-09 28 12,56 8,55 75790 6030 07-03-09 28 12,56 8,55 73100 5820 Hold AVERAGE STRENGTH (PSI) 5925 TIME OF TEST 8:35 AM 10:40 AM 10:45 AM TYPE OF FRACTURE- 3 3 3 .. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results, Reviewed By: Ilr -I. ~ Michael L ~e4 Technical ~anager c: EWEB, Mike Stickling (email) EWEB, Wally McCullough (email) OBEC- Pete Slocum (emaii) Wildish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield . Knife River RSC'e.\\J'e.\) \\\\. \) ~ 1\)\\~ 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 andlor 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 r-NV Comeli Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 97402, phone (541) 684--3849 'fax(541)684-3851 62979 NE Piateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4644 ' fax (541) 382-4646 ~ftl 11:"II~l~;.I\\"'lI~.llfJ~.I~I. Geotechnical & Constructinn ~~ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAM PLED 'TEST OATE 06-26.09 07.17-09 07-17,09 Hold . AGE '(DAYS) 7 28 28 PROJECT 3951 BPNO, CAST BY 06-19-09 4000 psi 4000 psi 40-SE7 Super; Eclipse 2 TICKET NO. 78"F YARDAGE 69" F WEATHER Filter building and weir box walls, SACKS CEMENT 1" lift at south end of filter building wall. AREA (IN,') 12,56 WEIGHT (LBS) 8,63 TOTAL LOAD (LBS) 60380 t::~ Compressive Strength of Concrete IASTM C 39\ Hayden Bridge Water Filtratipn Plant Expansion Springfield, Oregon Ho.>.t*" 6ri~ - 2608-00225-~ A, Fenstermacher 3354784 9,0 OF 43,0 Partly Sunny COMPRESSIVE STRENGTH (PSI) 4810 DATE PROJECT NO, REPORT NO, DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 9:35 AM EWEB 500E, 4'h Ave, Eugene, Oregon 97440 .. , _ End Cones 2 - Cone/Split 3 . Columnar 4 - Diagonal 5 - Side (lOp or bottom) 6 - Side (pointed top or bottom) REMARKS: Jake Stucky (Wild ish) was advised of on-site test results, . Supplied by Knife River OC, Reviewed By: fJ;. -{.~---- Michael L,"Mey(,{ Technical Manager c: EWEB- Mike Stickling (emaii) EWEB. Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co" Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield Knife River , MLM:sc 06-26,09 2087168 6503. 06-20-09 4" x 8" Knife River 314" *3.4% 7112" 1:30 PM ASTM C 31 TYPE OF FRACTURP' 2 RECEIVED JUL 0 2 7009 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 futl andlor any part thereof 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 BAirportRoad' Eugene, Oregon 97402, phone (541) 684-3849, fax (541) 684-3851 62979 NE Plateau Drive, Su~e 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3824646 rt Sf;) .: " Page 1 of 1 11:"II~lrt:tl~Il'~~'IIII~.I/l. Geotechnical & Construdion Servires Daily Field Report Client: EWEB 500E, 41h Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 06-19-09 2087168 E-23201 A, Fenstermacher 5258882-49 ICC 3Q5'1 \1cuj cl.en ~r\C4t- Qcl. Inspection of: Reinforced Concrete Contractor: Wildish Building Co, Weather, Partly Sunny BP-N9,:- _2008,00225 ' Continuous Inspection: 0 Periodic Inspection: Iii Performed final inspection on the reinforcing steel for Filter Buildin9 and weir box walls, A preliminary inspection was performed on 06-17-09 (ref: FEI report E-23177), Observed the placement of 43,0 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, Slump - 7 1/2"; concrete temperature - 78F; air temperature - 69F; air content - 3.4% (air test performed by Knife River QC), 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 LB,C" except if noted above, Reviewed By: ;JJ. '( Il; Michael L Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB~ Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (em ail) 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. RECEIVED JUN 2 6 lnm 700 rwv ComeIIAvenue' Corvallis, Oregon 97330' phone (541) 757-4698' fax (541) 757-2991 29540 B Airport Rood, Eugene, Qegon 97402 . p/'KJne (541)~ ' fax (541) 6.%3851 62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846