The URL can be used to link to this page

Home My WebLink AboutPermit Field Test & Inspection Report 2009-1-21 ~"''''I ~~tt 11~'IlIlltI;"I~'I.':n.IIIH.IN. 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 1 SAMPLED TEST DATE 01,21,09 02,11-09 02,11,09 Hold AGE (DAYS) 7 28 28 "1 - End Cones Geotechnical & Construction Servires Compressive Strength of Concrete , (ASTM C 39) PROJECT 01,21,09 2087168 6177 ATE ROJECT NO, REPORT NO. . B,P. NO. 2008,00225 "... 01,14,09 CAST BY A, Fenstermacher DATE RECEIVED 01,15,09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 40,SE7 CEMENT MAX SIZE AGG, 3/4" Super; Eclipse; AEA AIR CONTENT 5,3% 1 TICKET NO. 3160789 SLUMP 7" 590 F YARDAGE 9,0 OF 18,0 TIME 1:00 PM 420 F WEATHER Fog SPECIMEN STORAGE ASTM C31 Elevated slabs above East side of wall number 30 and above wall 24; east and west side wails above wall number 25, Set3 From slabs: AREA (IN') 12,50 TOTAL LOAD (LBS) 51600 COMPRESSIVE STRENGTH (PSIl 4130 AVERAGE STRENGTH (PSI) TIME OF TEST 10:50 AM TYPE OF FRACTUREH 4 WEIGHT (LBS) 8,2 2 - Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWES) was advised of on,site test results, Reviewed Sy: A,~~-- Michael L. ~eye,tJ Technical Manager c: EWES, Mike Stickling (email) EWES, 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 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. 7'3,) MN ComeIIAvenue' a:.vanis, O'egon 97330, phrne(541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad' Eugene, O'egon 97402 'phone(541)684J849' fax (541) 684J851 630'3,) Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 ~Ftl Geoted1nica1 & Construction Servires Compressive Strength of Concrete (ASTM C 39) 11~'llilll;.I~\~':Il;'.IIIJ~.I~I. CLIENT EWEB 500E, 4th Ave, Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 01,21,09 2087168 6176 B.P. NO. 2008,00225 DATE CAST 01,14,09 CAST BY A. Fenstermacher DATE RECEIVED 01,15,09 STRENGTH REQUIRED 3000 psi ' SPECIMEN SIZE 4" x8" STRENGTH PLACED 3000 psi SACKS SUPPLIER Knife River PRODUCT CODE 30,1K CEMENT MAX SIZE AGG, 3/4" ADDITIVES AEA; Hot water; Fibers AIR CONTENT 6,1% LOAD NO. 8 TICKET NO. 3160787 SLUMP 6" CONCRETE TEMP 620 F YARDAGE 10,00 OF 88,0 TIME 12:15 PM AIR TEMP 430 F WEATHER Fog SPECIMEN STORAGE ASTM C31 POUR LOCATION Coagulant building slab on grade, Set2 LOAD 8 SAMPLED Near northwest comer of slab, TEST DATE 01,21,09 02,11,09 02,11,09 Hold AGE (DAYS) 7 28 28 AREA (IN') 12,50 WEIGHT {LBSI 8,1 TOTAL LOAD (LBS) 33600 COMPRESSIVE STRENGTH (PSI! 2690 AVERAGE STRENGTH (PSI! TIME OF TEST 10:45 AM TYPE OF FRACTURE- 5 **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: fJJ.x,~ Michael L, Mey!l 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 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 andler malerial evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE1 Testing & Inspection, Inc.'s written authorization. 7fJJ t-NV ComeIIAvenue' CavaJIis, O'egxl 97330, ptme(541) 757-4698' fax (541) 757-2991 29540 BAirpcxt Road ' Eugene, 0'egxl97402' ptme (541) 684-3849 'fax(541)684-3851 630fJJ Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ,fax (541) 382-4846 ~fEI 11~'llflrr;"I~"'~I'IIII~.IH. CLIENT EWEB 500E, 4th Ave, Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRDDUCT CODE ADDITIVES LOAD NO, CONCRETE T.EMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED TEST DATE 01,21,09 02,11,09 02,11,09 'Hold AGE (DAYS) 7 28 28 Gcv~'''lica1 & Constn.xfun Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO, REPORT NO. B.P. NO, ',. 2008,00225 01,14,09 CAST BY 3000 psi 3000 psi SACKS 30,1K CEMENT AEA; Hot water; Fibers 3 TICKET NO. 640F YARDAGE 390 F WEATHER Coagulant building slab on grade, Set 1 From. thickened edge near northwest comer. DATE RECEIVED SPECIMEN SIZE . SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE A, Fenstermacher 3160782 10,0 OF 88,0 Fog AREA (IN.') 12,50 WEIGHT lLBS\ 8,0 COMPRESSIVE STRENGTH (PSIl 2760 AVERAGE STRENGTH lPSIl TIME OF TEST 10:40 AM TOTAL LOAD lLBS) 34500 I I I I 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (top or bottom) REMARKS: Jake Stucky (Wildish) and Mike Stickling (EWEB) was advised of on,site test results, H1 _ End Cones 2 - Cone/Split Reviewed By: fJ;. ';(. ~ Michael L. MeJ' 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 qf Springfield Knife 'River MLM:sc 01,21,09 2087168 6175 01,15,09 4" x 8" Knife River 3/4" 7,3% 6" 1 0:30 AM ASTM C31 TYPE OF FRACTURE'. 5 REC(/VED JAN 2 8 2008 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. 7fil tw CaneIIAvenue' CavaDis, CIreg:x197330' Jtlone(541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad 'Eugene, <Jrei:pl97402' phone (541) 684-3849 , fax (541 )68<h3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3824846 ~r"~ : ~, . ....". Page 1 of 1 11~'lmct;"I~~'~I'IIII~_ 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: 10 No.: 01,20-09 2087168 E"22238 A, Fenstermacher 5258882-49 ICC Inspection of: Reinforcing Steel Contractor: Wildish Building, Co, Weather:_Clear BP-No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for elevated walkway above wall 22, east and west walls of raw water channel above wall 26 and coagulant building alum tank pedestals,' Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports, A final inspection will be performed prior to concrete placement. ' Brady (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 I.B,C" except if noted above, Reviewed By: f}; .'i.~ Michael L. Me(.lr 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 Springfield Irf' C f'/I/ J4J!1 ~ "to , (j //1 .d(l8 MLM:sc This report and/or enclosed test data is the confidential property of the client to wftom 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 NN Cornell Avenue 'Cavalfis, Qegon 97330, phrne(541) 757-4698 'fax(541) 757-2991 29540 BI'IiIportRoad' Eugene, Qegon 97402, phme (541)684J849 , fax(541)~1 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 - ~-.,----..,...~~'- - .-- -~.~- i. 'I, 'I" I ::,,_. .'., ,'1 .,-.."'->- ~~. SfEJ Page 1 of 1 11~'llm..;4JI~~':i;..lIlml.'h'l. Geotechnical & Construction Services Daily Field Report , Client: EWEB 500E. 4th Ave, Eugene, Oregon Project: Hayden BridgeWater Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 01-09-09 2087168 E-22151 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforcing Steel Contractor: Wildish Building Co, Weather: Overcast , " ....,' - ,'. "'''''''-''-.-.' .... 'BPNo.: . , ,2008'00225 c-'-~> ....', , Continuous Inspection: 0 Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel 'for elevated slab above 'east side of wall #30; east side of wall above #25; elevated slab above #24, Reinforcing steel was checked for grade, size, 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 I.B,C" except if noted above, Reviewed By: A .'-;(.~ Michael L. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (ema!l) Wildish Building Co.- Kevin Fitzjarrell (email) , Wi/dish Building Co,, Jake Stucky (em ail) City of Springfield r MLM:sc This report a'nd/or enclosed test data is the confidential property of ~he 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, tnc.'s written authorization. . 750 NN ComeII Avenue' CavaIIis, Oregon 97330, phone (541) 757-4698, fax (541) 757,2991 29540 BAirportRoad 'Eugene, Oregon 97402 'phone(541)684J849' fax (541)684-3851 63050 Corporate Place,Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 R~C ./4;/1 ~I '" ~ ./ (J () ./6'0'0' ~ftl Page 1 of 1 11~'llflrt;"li~'~a..I(III.I~l. Geolect1rOCaI & O:lnstrucfun 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.: 01-22-09 2087168 E-22255 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building, Co, Weather:, Overcast BP No.:' 2008'00225 Continuous Inspection: 0 Periodic Inspection: Ii"! Performed final inspection on the reinforcing steel for elevated walkway above wall 22, east and west walls of raw water channel above wall 26, A preliminary inspection was performed on 01-20-09 (reference FEI report E22238), Also, performed inspection on the reinforcing steel for west wall of raw channel above wall 30, Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports, Observed the placement of 20 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 on-site results, Concrete temperature- 65F; air temperature- 42F; slump- 6"; air content- 3,8%, Mr. Stucky was asked to notify our office when additional seniices 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: jJl.'i,~ Michael L.'MeVer .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 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 andlor any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 7fIJ NN CaneII Avenue' CavaIIis, Oegoo 97330, p'lme(541) 757-4698, fax (541) 757,2991 29540 BAirpatRoad 'Eugene, Oegoo 97402, phme(541)lJ84.3849' fax (541 )684J851 630fIJ Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 ~""'I ~yrt 11.'llflrt;.I~Il'~~'IIIJ~.I~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 2 SAMPLED TEST DATE 01,23,09 02-13,09 02,13,09 Hold AGE (DAYSl 7 28 28 Geotechnical & Construction Servia3s PROJECT Compressive Strength of Concrete (ASTM C 39) Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon . ,_:~ :;',~ '... B,P:NO: ' 2008,00225 01,16,09 , CAST BY 4000 psi 4000 psi SACKS 40,SE7 CEMENT AEA; Super; Eclipse; Hot water 2 TICKET NO. 620F YARDAGE 380 F WEATHER Wall number 20, From 2nd lift, AREA (IN,') 12,62 WEIGHT (LBSl 8.4. TOTAL LOAD (LBS) 47000 **1 - End Cones 2'- Cone/Split 3 - Columnar REMARKS: Jake Stucky was,advised of on, site test results, Reviewed By: )11. '7f.~ 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 Springfield Knife River MLM:sc A, Fenstermacher 3354009 10,0 OF 28,0 Fog COMPRESStVE STRENGTH (PSn 3720 DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSn TIME OF TEST 8:15AM 01,23,09 2087168 6178 01,17,09 4" x8" Knife River 314" 3,8% 6114" 9:30 AM ASTM C31 TYPE OF FRACTURE~ 5 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 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 su'ch, information contained herein shall not be reprod,uced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Ine.'s written authorization. 7ffJ rwJ CanelIAvenue' CoIvaIlis, Oregon 9733O' phone (541) 757-4698, fax (541) 757-2991 29540 BAirpatRood: Eugere, Oregon 97402, phone (541)684-3849' fax(541)68<h3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846