Loading...
HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-5 A~""'. ~tt. 11~'II"..'t""ll"I"'."'. Geotechnical & Construction Services Compressive Strength of Masonry Prisms ASTM C 1314 CLIENT EWEB 500E. 4th Ave. Eugene, Oregon 97440 PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT!NO. 05-05-09 2087168 6328 BPNO. 2008-00225 FEI REP. D. Delatte DATE RECEIVED PRISM I.D. . TIME WEATHER' 04-09-09 8" x 6" x 16" Smooth Face D'ATE CONSTRUCTED DATE GROUTED SOLID DESIGN (F'M) SPECIMEN STORAGE LOCATION 04-07-09 HOLLOW XXX 1500 psi ASTM C1314:' 6" wall in coagulant building (4' to 8'). Overcast MORTAR: PSIITYPE SAND CEMENT LIME OTHER TEMP. SOURCEII.D. 18001 S GROUT: PSI AGG. SIZE CEMENT ADDITIVE SLUMP TEMP. SOURCEII.D. TICKET NO: Spec Mix (Bagged) SPECIMEN SPECIMEN SPECIMEN NET CROSS- COMPRESSIVE AVERAGE TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH DATE (DAYS\' (IN.) (IN.l (IN.l AREA (IN.') LOAD (LBSl " (PSIl (PSIl 04-14-09 7 15.87 8.375 5.625 26.80 57280 2140 05-05-09 28 15.75 8.375 5.625 26.80 60140 2240 05-05-09 28 15.75 8.375 5.625 26.80 58945 2200 2220 Reviewed By tJa~.(!::;-- Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCulloU9h (email) OBEC- Pete Slocum (email) Wildish Building CO.-'Kevin Fitzjarrell (email) Wildish Buildin9 Co.- Jake Stucky (email) City of Sprin9field MLM:sc ;r~c ~t ~/VL'- ()~ <"'0 <Wt!; 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 o~ full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization: 750 rwv ComeIIAvenue' CorvaDis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541)684J849' fax (541)684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844. fax (541) 3824846 EWES 500E. 4th Ave. Eugene, Oregon 97440 ~fEI 11:irl'lllIICl:.fIlr~'~;'IIIJ~.lnC!l CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE 05-05-09 05-26-09 05-26-09 Hold AGE (DAYSl 7 28 28 **1 - End Cones Geotechnical & CoIlStrudion Servioas Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT' NO. REPORT'Nq. 05-05-09 2087168 6388 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P. NO. 2008-00225 04-28~09 CAST BY D. Delatte DATE RECEIVED 04-29-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER, Knife River 40-SE7 CEMENT MAX SIZE AGG. 314" Super; Eclipse, AEA AIR CONTENT 5.6% 1 TICKET NO. 3379738 SLUMP 6 112" 6SO F YARDAGE 3.0 OF 3.0 TIME 1:20 PM 65" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Two (2) walls at 30" pipepenetration across from filter N2, catch basin slimp slab at south ramp. AREA (IN.') 12.56 WEIGHT (LBS) 8.38 TOTAL LOAD (LBS) 46190 COMPRESSIVE STRENGTH (PSIl 3680 AVERAGE STRENGTH (PSIl TIME OF TEST "8:10AM TYPE OF FRACTURE" 3 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Jake Stuck (Wildish) was advised of on-site test results. Reviewed By: ti~'!~ Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Buildin9 Co.- Jake Stucky (email), City of Sprin9field 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 andfor any part thereof be,,"disclosed without FEI Testing & Inspection, lnc.'s written authorization. 750 WJ CorneD Avenue' CorvaJlis, Oregon 97330 . phone (541) 757.<\698 . fax (541) 757-2991 29540 BAirportRoad . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 6840851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 (~ftJ '! ~ Page 1 of 1 11~'llflft;.lf.'~}'II'I~IiIHII Geotechnical & Construction Servioos '. Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date:; 05-01-09 500E. 4th Ave. Plant Expansion Prdjeft No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22905 Inspector: D. Delatte ID No.: 1 080867-88 ICC Inspection of: Reinforced Concrete Weather: Clear Contihuous Inspection: 0 Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: III , " 'I " Performed Inspection,Qn the reinforcing steel in back wall at 30" pipe peditration across from filter N2, catch basin pit walls at south ram p and retaining wall footing' at the west end of south ramp. Reinforcing steel was checked for grade, size, lap, placement and clearance. ' , Observed the placement of 10.0 yards of Knife River 4000 psi concrete (mix 2440K1 UOKS) in location noted above. Concrete was placed directly frofn truck and was mechanically consolidated. Cast one (1 ) set of four (4) 4" x 8" concrete test cylinders. Concrete temperature - 63F; air temperature - 59F; slump ~ 7 112"; air content - 3.7%. Jake Stucky (Wildish) was advised of the on-site test results and was asked to notify our office when additional services are needed. !i To the best of our knowledge, the work inspected was in accordance with 'plans dated 11"10-08 and applicable workmanship provisions' of the I.B.C., except if noted:'above. Reviewed By: /h.7(.~ Michael L Me.;;) Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email). OBEC- Pete Slocum (em ail) Wildish Building Co.- Kevin Fitzjarrell (email) Wild ish Building Co.- Jake Stucky (email) City of Springfield. . . ' MLM:sc R~Ci' CIVL' M4Y 0 C(, 5 JflflQ 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 par1,or'full and/or any part thereof be disclosed without FEr Testing & Inspection, Inc.'s written authorization. " " 750 NN ComeIIAvenue' Corvallis, Oregon 97330, ~(541) 7574698, fax (541) 757"2991 . 29540BAirpatRoad' Eugene, 0reg0n97402' phone (541) 684J849 'fax(541)~1 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 3824844 . fax (541)382-4846 ~I ~f;l IIl"llllrt:'I~~'~:'IIIJll.I~I. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION TEST DATE I 05-01-09 1 05-22-09 1'05-22-09 I Hold AGE (DAYS) 7 28 28 **1 - End Cones I:. . Compressive ~trength of Concrete , (ASTM C 39) G.-v~~ " ;val & Construction Servires PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE " PROJECT NO. REPORT NO. I EWEB 500E. 4th Ave. EUgene, Ore90n 97440 B.P. NO. 2008-00225 04-24-09 CAST BY D. Delatte 4000 psi 4000 psi SACKS 2440K1UOKS CEMENT AEA, Super, Eclipse 1 TICKET NO. 3379658 650 F YARDAGE 2.0 OF 2.0 620 F WEATHER . Inside Slab on grade at 30" pipe penetration across from filter NZ. DATE RECEIVED " II SPECIMEN SIZE " . SUPPLIER : MAX SIZE AGG. . n . . AIR CONTE~T SLUMP! :. TIME SPECIME,N STORAGE AREA (IN;') 12.56 WEIGHT {LBS! 8A9 TOTAL LOAD (LBSl 50990 COMPRESSIVE STRENGTH (PSIl 4060 AVERAGE STRENGTH {PSIl :TIME OF " TEST '7:35 AM 05-01-09 2087168 6383 04-25-09 4" x8" Knife River 314" 4.2% 4114" 1:05 PM ASTM C31 TYPE OF FRACTURE~ 4 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) II 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: (h.'i(~ Michael L. Mea Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Buildin9 Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) . City of.Spriri9field Knife River MLM:sc. " RtCt/tlE./ MAY 06 lfl!//I This report and/or enclosed test da;ta is the confidential property of the clientto whom 'it is addressed and'ipe'itains to the specific process and/or material evaluated. As such, information contain,ed 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 CaneIII Avenue. Corvallis, Oregon 97330. phone (541) 757-4698, fax (541) 757-2991 29540 BAirpat I;<<lad . Eugene, 0reg0n97402' phone (541)684J849 'fax(541)~1 63050 Ccrporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax {~1 )382-4846 ~fE) Ilil'IINft;.UIio'~atl(IJ~.Ul. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 04-29-09 I 05-20-09 r 05-20-09 I' 'Hold AGE (DAYSl 7 28 28 Geotechnical & Construction ServiaJs ., i; Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Sprin9field, Ore9on DATE PROJECT NO. . f" REPORT'NO. EWEB 500E. 4th Ave. EUgene, Ore90n 97440 B.P. NO., . 2008-00225 CAST BY D. Delatte DATE RECEIVED " SPECIMEN SIZE , . SUPPLIER " MAX SIZE AGG. AIR CONTENT 'I SLUMP , " TIME SPECIMEN STORAGE 04-22-09 3000 psi 3000 psi 30-1K Fiber mesh; AEA 1 TICKET NO. 3353967 70' F YARDAGE 8.0 OF 65' F WEATHER Clear Elevated slab: north end of coagulant buildin9. SACKS CEMENT 15.0 West end of slab. AREA (IN.') 12.56 TOTAL LOAD (LBS) 27405 COMPRESSIVE STRENGTH (PSI! 2180 AVERAGE STRENGTH (PSI! TIME OF r TEST 7:55 AM WEIGHT (LBSl 7.88 04-29-09 2087168 6372 04-23-09 4" x 8" Knife River 314" 6.6% 5112" 8:15AM ASTM C31 TYPE OF FRACTURE** 5 **1 - End Cones' 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) I 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildlsh) was advised of on-site test results. Reviewed By: I!!c~~~ Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullou9h (email) OBEC- Pete Slocum (email) Wild ish Buildln9 Co.- Kevin Fitzjarrell (email) Wildish Buildin9 Co.- Jake Stucky (email) City of Springfield ' Knife .River ~L1V'.:.sc R~C .' 114 v ~I !rJ.~/ 10.1 '. ))In. :~ . " This report and/or enclosed test data is the confidential property of the client to whom it is addressed and' pe'rtains 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 b~ disclosed without FEI Testing & Inspection, Inc.'s written authorization.:, 750 fW'J CanelIAVenue' Cavallis, Oregon 97330. phone (541) 757.4698, fax (541) 757-2991 29540 BAirport Road. Eugene, Oregon 97402. prone (541)684-3849: fax (541)684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 i 3824846 I! II SfEJ Page 1 of 1 ..;"'llflri;lIlflro'l:lllllllll_ Geotechnical & Construc:lion Servres , Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-28-09 500E. 4'h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon R~pbrt No.: E-22881 In!lpector: D. Delatte 10 No.: 1080867-88 II ICC ';1 i: Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Wildish Building Co. BP'No.: 2008-00225 P~riodic Inspectio'n: . 0 ii ,: , , Performed inspection on the reinforcing steel for two (2) walls at.30" pipb penetration across from filter N2 and sump slab at catch basin at south ramp. Reinfo'rcing steel was checked for grade, size, lap, placement and clearance. Reinforcl~g: steel was secured and supported above grade. " I Observed the placement of 3.0 yards of Knife River 4000 psi concrete (mix 40-SE7) in , if areas noted above. . Concrete was placed by wheelbarrow or directly from, truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Slump - '6 1/2"; concrete temperature - 68F; air temperature'- 65F; air content - 5.6%. " . Jake Stucky (Wildish) was advised of the on-site test results arid was asked to notify our office when additional services are needed. . . . To the best of our knowledge, the work inspected was in accordance witn plans dated 11-10-08 and applicable workmanship provisions of the LB.C., except if noted above. Reviewed By: j/J. t.~-- Michael ~. M/Yer Technical Manager c: EWEB- Mike Stickling (em ail) 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 RtCtllltD MAY 0 A 7 Jf/1l9 :i Ii This report and/or enclosed test data is the confidential property of the client to whom it.is addressed ant:! pe,rtains to the'specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s wri~ten authorization::~ i; , 750 rwv 0:meI1 Avenue' Corvallis, ()egon 97330 . phone (541) 7574198 . fax (541) 757-2991 29540 BAirpat Road . Eugene, ()egon 97402. phone(541)684J849'fax(541)684-38s1 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 ' fax (~1 j 382-4846 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (~BS\ LOAD (LBS) STRENGTH (PSIl '04'07-09 7 12.56 8.54 66500 5290 04-28-09 28 12.56 8.56 91205 7260 04-28-09 28 12.56 8.56 89460 7120 Hold ~;FEI n~'llNrt;.U"';jI'IIII1I_ CLIENT EWEB 500E. 4th Ave. EUgene, Ore90n DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED ""'1 - End Cones :1 :1 CCVW ..1ica1 & Construction ServicEs 'I Compressive Strength of Concrete '! .. (ASTM C 39) PROJECT DATE PROJECT NO. REPORTN9. 04-28-09 2087168 6308 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon B.P. NO. 2008'00225 03-31-09 CAST BY A. Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE " 4000 psi SACKS SUPPLIER . 11 ., 40-SE7 CEMENT MAX SIZE AGG. 314" " Super; Eclipse; Hot water; AEA AIR CONTE!>lT 3.5% 2 TICKET NO. 3354306 . SLUMP " .1 7 112" 65" F YARDAGE 7.0 OF 15.0 TIME)I 10:10 AM 47' F WEATHER Overcast SPECIMEN ,STORAGE ASTM C31 Interior coa9ulant buildin9 stairs and elevated walkway, north riser box slab"and two (2) elevated slabs . :r ,I above, chemk:al containment room two (2) housekeeping pads, contact ~a~in northwest comer walkway extension. ' From north riser, box slab. 04-01-09 4" x8" Knife River AVERAGE STRENGTH (PSI) .' TIME OF TEST 8:25 AM ,,8:45 AM " 8:50 AM TYPE OF FRACTURE*" 5 I 3 I 5 I I 7190 2 - Cone/Split 3 - Coluffi.nar 4 - Diagonal 5 - Side (top and bottom) :1 . 6 - Side (top or bottom) REMARKS: Mike Sticklin9 (EWEB) was advised of on-site test results. Reviewed By; A .'-It/flu. --- Michael L ~eyr Technical Manager c: EWEB- Mike Sticklin9 (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.~ Kevin Fitzjarrell (email) Wild ish Building Co.- Jake Stucky (email) City 'of Springfield Knife River MLM:sc . t?~c" . . 4,01' ~/t/~" . -J 0 "'-f.,: ~49 ,I This.report and/or enclosed test data is the confidential property of the client to whom it is addressed and.pedains 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 disclos.ed without FEI Testing & Inspection. Inc. 's written authorization':1 ' 750 NN ComeIIAvenue' Corvallis, Oegon 97330, ptxJne (541) 757-4698, fax(541) 757-2991 29540 B Airpat Road . Eugene, 0reg0Ii 97402 . phone (541) 684-3849 . fax (541) 684:J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~fEl Page 1 of 1 11~'llllrf:<lr~~'~1'1111~_ G.:...~ ,1ica1 & Construction Servires Daily Field Report. Client: EWEB 500E. 41h Ave. Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon " Date: prbject No.: R~p6rt No.: Inspector: IDi'No,: 04-24-09 2087168 E-22863 D. Delatte 1080867-88 ICC Inspection of: Reinforced Concrete' Contractor: Wildish Building Co. Weather: Inside BP No.: 2008-00225 'I Continuous Inspection: 0 Pe'riodic Inspection: 0 " :1' Performed inspection on the reinforcing steel for slab on grade for 30" pipe penetration across from filter NZ. Reinforcing steel;was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured and supported above grade.' " Observed the placement of 2.0 yards of Knife River 4000 psi concrete (mix 40-SE7) for slab noted 'I I' above. Concrete was placed by wheelbarrow and was mechanically consolidate. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Slump - 4 1/4"; concrete' temperature - 65F; air temperature - 62F; air content - 4.2%. .~ ;' " II , ~ Jake Stucky (Wildish) was advised of the on-site test results and was asked to :notify our office when additional services a~,e heeded. . To the best of our knowledge, the work inspected was in accordance with plahs'dated 11-10-08 and applicable workmanship provisions of the LB.C., except if noted above. Reviewed By: (Ji, ~fJ~ Michael L. MeVer Technicai 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 Springfield MLM:sc , " 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 FEr Testing & Inspection, Inc.'s 'vVritten authorization':1 :1 .. , ~ 750 tom Cornell AVffUJa' CavaIIis, 0regm97330' phone (541) 7574698, fax (541) 757-2991 29540 BAirpatRoad' Eugene, Oregm 97402, phone (541)684J849 .fax(541)684.3Bs1 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (~1) 382-4846 ,i ., 1! :1 --?~ c 4~ ~t" .9 r9 ~/) ~ V !'?P ~...p. ~tt~ Page 1 of 1 11a.'lIflft;"I~~' :i;III'J~.I~I. Geoted1nical & Constnidi:in Services Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date:. 04-23-09 500E. 41h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22842 Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Epoxy Anchors/Dowels Weather:. Inside Continuous Inspection: 0 Contractor: Wildish Building Co. BP No.: 2008-00225 Periodic Inspection: 0 Observed the installation of nineteen (19) 518" x 18" stainless steel all thread anchors and ten (10) #5 hook bars as follows: #5 hook bar into existing slab, five (5) on each side for new wall to slab' connection; six (6).518" anchors along the bottom of ftume wall for new slab, four (4) into existing flume wall at two (2) locations for new walls, three (3) on one side and two (2) on the other side of existing stem wall for new wall connection. Anchors and dowels are for new slab and wall connection at concrete trench pipe (30") penetration across from filter NZ. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Verified minimum embed depth of 6" for all locations. The dowels and anchors were secured with Epcon A-7 epoxy adhesive (ICC-ESR 23511 expiration date 05-12-10). To the best of our knowledge, the work inspected was in accordance with plans dated 11-10-08 alld applicable workmanship provisions of the LB.C., except if noted above. Reviewed By: /JJ . -;(,~ Michael L Miler Technicai Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (email) OBEC- Pete Slocum (emaii) Wildish Building Co.- Kevin Fitzjarrell {em ail) Wildish Building Co.- Jake Stucky (emailj. 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 andler.material evaluated. As such, information contained herein shall not be reproduced in part orfull and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NN CarielIAvenue' Cavanis, Oregon 97330, phore(541) 7574698, fax (541) 757-2991 29540 BAirport ROad. Eugene, Oregon 97402. phore(541)684-3849' fax (541) 6843851 63050 Corporate Place, S~ite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 CLIENT . EWEB 500E. 4'h Ave. . EUgene, Ore9on 97440 ~ftt 11~1I1flrl;~I~"'~;"IIIJIIIllm_. DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. . CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED 1 , I': 1 I TEST DATE 04-23-09 05-14-09 05~ 1-4-09' Hold AGE (DAYS) 7 :28 28 **1 - End Cones Geotechnical & Corstrudion Servires Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water.. Filtration Plani Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 04-23-09 2087168 6358 B.P.NO. 2008-00225 04-16-09 CAST BY D. Delatte DATE RECEIVED 04-17-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40-SE7 CEMENT MAX SIZE AGG. 314" Super; Eclipse; AEA AIR CONTENT 4.7% 1 TICKET NO. 3354307 SLUMP 6 112" 60" F YARDAGE 10.0 OF 36.0 TIME 9:20 AM 48" F WEATHER Clear SPECIMEN STORAGE ASTM C31 EQ Tank rin9 wall and center pad footing and three (3) walls at north riser box to elevation 5880 1 " lift in rin9 wall. AREA (IN.') .12.56. WEIGHT (LBSl 8.36 COMPRESSIVE STRENGTH (PSIl 3810 AVERAGE STRENGTH (PSIl TIME OF TEST , 8:35 AM TYPE OF FRACTURE- 2 TOTAL LOAD (LBS) 47885 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: f11, .,r.~ 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 Six!n9field . KriifeRiver . MLM:sc R~C' 4p,f < 1f€'1 V!:i. lt7t7g This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertai"ns 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 NVV Cornel Avenue' eavaUis, Oegon 97330. phcine(541) 757-4698, fax(541) 757-2991 . 29540 B Airport Road . Euge1B, Oegon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . faX (541) 382-4846 ~..... . ~ttl Page 1 of 1 11:"IIHrt*I~i.'~~'II'I~_ Gc.v~""'; " ,icaI & Construction Ser\Iires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-22-09 500E. 41h Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon . Springfield, Oregon Report No.: E-22829 Insp'~ctor: D. Delatte 10 No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0 Contractor: Wildish Building Co. BPNo.: 2008-00225 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for elevated slab at the north end of coagulant building. Preliminary reinforcing steel inspection was performed on 04-16-09 (reference FEI report E-22789). .Observed the placement of 15.0 yards of Knife River 3000 psi concrete (mix 30-1K) with fiber mesh into slab noted above. Concrete was placed by pump and mechanically consolidated. Cast one (1) set of four (4) 4" X 8" concrete test cylinders 'frorl1'load 1. Slump - 5 1/2"; air temperature - 65F; concrete temperature - 70F; air content - 6.6%. . ,Jake Stucky (Wildish) was asked to notify our office when additional services are needed. To the best of our knowiedge, the work inspected was in accordance with plans dated 11-10-08 and applicable workmanship provisions of the LB.C., except if noted above. Reviewed By: /?J. .';1(~~ Michael L ~e4~- Technical Manager - ---------- ~~-- c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell {em ail) 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 processand/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part I thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 rwv ComeIIAvenue' Corvallis, Oegon 97330. phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Oegon 97402 . phone (541)684-3849. fax (541)684J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~......~ ~ytt. . Page 1 of 1 .f:.;mICl;'W,'~IIlI'lI.IWII Gc.v:c.:; "lical & Construction Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 04-16-09 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22789 Inspector: D. Deiatte 10 No.: 1080867-88 ICC Inspection of: Reinforced Concrete Weather: Clear Continuous Inspection: 0 Contractor: Wildish Building Co. BP No.: 2008-00225 Periodic Inspection: 0 Performed final inspection on north, south and west walls of nort~ riser box for contact. basin to elevation 588.0' and' EO tank ring wall foundation and' center pad footing. Preliminary reinforcing steel inspections were performed by our office on 04-03-09 and 04-10-09 (reference FEI reports #E22689 and #E22744). Note: The reinforcing steel in center pad footing at EO tank was corrected. Observed the placement of 36 yards of Knife River 4000 psi concrete (mix 40-SE7) in 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. The on-site test results from load 1 are as follows: slump- 6 112"; air temperature- 48" F; concrete temperature- 60' F; air content- 4.7%. Also, performed preliminary inspection on reinforcing steel for the elevated slab at the north end of coagulant building. The reinforcing was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie wire. and supported above grade. 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: 0212008, All State Tank submittal dated 11-10-08, EWEB email dated 04-13-0gf.,! regarding tank foundation stirrups and applicable workmanship provisions of the LB.C.; except if noted above. Revi~wed By: fJ;. ';7(.~ Michael LMett Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally McCullough (email) OBEC- Pete Slocum (em ail) --- Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield 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, lnc.'s written authorization. 750 NIV CaneIIAvenue' CavaIIis, Qegoo 97330, phone (541) 7574698: fax (541) 757-2991 29540 B Airpat Road . Eugene, Qegoo 97402 . phone (541)684-3849 . fax (541) 684-3851 63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541)3824844' fax (541) 3824846