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Home My WebLink AboutPermit Field Test & Inspection Report 2009-8-12 ~ ~ftJ Page 1 of 1 Il~'lIIIIMII,m.II@WIl Geotechnical & Cons1ruclion Services Daily Field Report Client: EWEB 500E. 41h Ave. Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon . iqj1~~~~~den fy\c~ IU) Date: Project No.: Report No.: Inspector: ID No.: 08-12-09 2087168 E-23633 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building Co. Weather: PartIY,,$!Jnny --BP No.: .-19Jl_B:Q,0225 Continuous Inspection: 0 Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for FTW pump base slab on grade, Reinforcing steei was checked for size, grade, iaps, quantities, locations, ties" clearance and supports. A final inspection will be performed prior to concrete placement. Performed final inspection on the reinforcing steel for flume wall north section, 0-40' elevated slab, 40'-80' elevated slab and wall; south section 80'-120' elevated slab and wall; center section of west wall (approximately 22' long) for filter basin (ltg.to bottom of roof). Preliminary inspections were performed on 08-06 and 08-11-09 (ref: FEI reports E-23585 and E-23627), Observed the placement of 30.0+ yards of Knife River 4000 psi concrete (mix 40-SE7) into areas no'ted above (except FTW base). Concrete was placed by pump and was mechanicaliy consolidated. Cast one (1) set of four (4) 4" x 8" compressive strength cylinders, Notified Jake Stucky (Wild ish) of the on-site results. Slump - 7"; concrete , temperature - 79F; air temperature - 77F; air content - 3.3%. Mr. Stucky 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 02/2008 and appllcabie workmanship provisions of the LB,C" except if noted above. Reviewed By: jJ;. -;(.~ Michael L. Mey{ . Technical Manager c: EWEB- Mike Stickling (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 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 NN Ccxnell Avenue' OJtvaIlis, Oregon 97330' phme(541) 757-4698 'fax(541) 757-2991 29540 BAirportRood' Eugene, Oregon 97402 . phooe (541) 684-3849 'fax(541)684-3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701. phone (541)382-4844' fax (541) 3824846 U( ~....~ .:7tt~ Page 1 of 1 11:"lltlrt;.r~.~~lIl(IN_ ~~ "lical & Construc:lion Services Daily Field Report Client: EWEB 500E. 4th Ave, Eugene, Oregon Project: Hayden Bridge. Water Filtration Plant Expansion Springfield, Oregon _ ?f\c3rl=~c.'i~~(\ e,Y\ll~ eX Date: Project No,: Report-No.: Inspector: ID No.: 08-11-09 2087168 E-23627 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforcing Steel Contractor: Wild ish Building Co. "'Leather: Clea! Bf> N().~_2.l20Jl,()0225 Continuous Inspection: D Periodic Inspection: Ii] Performed preiiminary inspection on the reinforcing steel for flume wall north section, 0'~40' elevated slab, 40'-80' eievated slab and walls; south section 80'-120' elevated slab and wail. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports. A final inspection wiil 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 in-progress was in accordance with plans dated 02/2008 and applicable workmanship provisions of the i.B.C., except if noted:above. Reviewed By: ;h ,--x',~ Michael L. ~~y' Technical Manager c: EWEBc Mike Stickling (emaii) EWEB- Wally McCuliough (email) OBEC- Pete Slocum (email) Wiidish Building Co.- Kevin Fitzjarrell(email) Wiidish Building Co.- Jake Stucky (email) City of Springfield -fl~ . ~ 4% 0t- ./' ,>~ . <='.0 .~ MLM:sc This reporf.and/or-enclosed test data is the,confidentiat property of theclient'to whom it is addressed and pertains to the specific process land/orm"ateriat evaluated. As such, information contained herein shaU not be reproduced in part or full and/of any part thereof be disclosed without'FEl Testing & Inspection, Inc.'s written authorization. 750 NoN GamelI Avenue. CotvaI1is, CJregoo 97330, phJne(541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, CJregoo 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 ~rp. It..yttl ~ 11~,mlnP;.h'Il'~Ulllmlll~L. ~~);t":\~ 1.,ia:J1 & COnstruction Servir.es Compressive Strength of Concrete. (ASTM C 39\ CLIENT PROJECT DATE PROJECT NO. REPORT NO. 08-07-09 2087168 6567 EWEB 500E. 4th Ave. Eugene, Oregon 97440 Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon \ .i\Ck,\de.Y\ e:.~ Qa\ ~2Ob8.00225 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 08-07-09 08-28-09 08-28-09 Hold AGE (DAYS) 7 28 28 ~101 BPNO. 07-31-09 CAST BY A Fenstermacher DATE RECEIVED 08-01-09 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 6.5% 1 TICKET NO. 3444933 SLUMP 7314" 79' F YARDAGE 6.0 OF 18,0 TIME 9:15AM 69" F WEATHER Clear SPECIMEN STORAGE ASTM.C 31 New wall in the flume, the north 40' and the 40' to 80' from south end and slab on grade for alum truck unloading and fiil station. From south end of north section of flume wall. AREA (IN.') 12,62 TOTAL LOAD (LBS) 44250 AVERAGE STRENGTH (PSIl TYPE OF FRACTURE" 3 TIME OF TEST 7:50 AM WEIGHT (LBSI 8.42 COMPRESSIVE STRENGTH (PSIl 3510 ,REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) were advised of on-site test results. H 1- End Cones 2 _ Cone/Split 3 -Columnar 4- Diagonal 5-Side (lop or bottom) 6- Side (pointed top or bottom) Reviewed By: Ih. ';(:~~ Michael L. ~ea; Technical Manager c: EWEB- Mike Stickling (email) EWEB- Waily 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 shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.:s written authorizatiqn. 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 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846 ~pp~ ~~rtl Geotechnical & Construction Servires 1I:lio'IIN~;<!III~lro'~l.liln'~ Client: . EWEB 500E. 4th Ave, Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon ___ .?J~~3:-:~_GXI(kh'b~(tw~", Inspection of: Reinforciog Steel Contractor: Wildish Building Weather: Overcast BPij'o,=-:-_ - 2008,002254' ~Q. Page 1 of 1 Daily Field Report Date: Project No.: Report No,: Inspector: 10 No.: . 08-06-09 2087168 E-23585 .D, Delatte 1080867-88 ICC Continuous Inspection: 0 . Periodic Inspection: 0 Performed preliminary reinforcing steel inspection on the center section of, west wall (approximately 22' long) for filter basin (ftg, to bottom side of roof slab), Reinforcing steel was checked for grade, size, lap, placement, quantities and clearance, Contractor has one (1) side of form in-place at this time, Final inspection will be performed prior to concrete placement. To the best of our knowiedge, 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.~~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickiing (email) EWEB- Wally McCullough (emaii) OBEC- Pete Slocum (em ail) . Wildish Building Co,- Kevin Fitzjarrell (email) Wildish Building Co,- Jake Stucky (email) City of Springfield MLM:sc R~C 4(;; ~/ V~ 'CI,? D lUUg This reportand/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 written authorization. 7fIJ rwv ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpcrt Rood 'Eugene, Oregon 97402 'phone(541)684-3849 'fax(541)684-J851 62979 NE Plateau Drive, Suite 3 'Bend, Oregon 97701 'phone(541) 382-4844, fax (541)3824846