Loading...
HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-12-11 ~~S1 ~ 6V ~ftJ Page 1 of 1 11:"'I~I~;"lf~'~}'IIII~1IWM <:x..,<cc: "lical & Olnstrudion SeMres 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.: 12-11-08 2087168 E-22016 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concretel Epoxy- Anchor Dowels Contractor: Wildish Construction Weather;..-oF-og ~ BP N(/2008'00225 . ~ Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for new ramp footings (north side + south side up to sump) and preliminary inspection on slab #7 and 12. Reinforcing steel was checked for size, grade, iaps, quantities, locations,. ties, clearance and supports. A final inspection on the slabs will be performed prior to concrete placement. Observed the placement of 22 yards of Knife River 4000 psi concrete (mix 40-SE7) into ramp footings. 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 on-site results: slump- 5"; concrete temperature- 61 F; air temperature- 50F; air content- 4.5%. Aiso, performed continuous inspection during the installation of twelve (12) #5 x 3' horizontal dowels into existing tank for baffle wall tie-in; fourteen (14) #8 x 5' vertical dowels into slab at south end for baffle wall tie-in; fifty (50) 5/8" x 3' horizontal stainless steel all thread dowels into existing tank for slab #12 tie-in. Prior to installation, the predrilled holes were cleaned with compressed air and a brush. Verified minimum embedment of 10" for #8 bar, .5" for 5/8" all thread and 5" for #5 bar. Dowels were secured with Epcon A7 (ICC-ES ESR-2351 expiration date 11-07-09). 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: A,--/~ Michael L. MJ?er Technical Manager RtCtfVt:D DEe 1 82008 c: EWEB- Mike Stickling (email) Wildish Building Co.- Kevin Fitzjarrell (email) EWEB- Wally McCullough (email)' Wildish Building Co.- Jake Stucky (email) OBEC- Pete Slocum (email) 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 or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 7fJJ tw CareII Avenue . CavaIIis, CXegl197330 . p/ule (541) 757-4698 . fax (541) 757-2991 29540 B AUpt:xt Road . Eugene, CXegl197402 . p/ule (541) 684-3849 . fax (541 )684-3851 630fJJ Corporate Place, Suile 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~..... Lyrel 11~'II~lrt:.I~.'~:'IIII~_ CLIENT EWEB 500E. 41h Ave. Eugene, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 6 SAMPLED G:.J~"; , '.GlJ & Construdion Services Compressive Strength of Concrete (ASTM C 39) . PROJECT DATE PROJECT NO. 'REPORT NO. 12-12-08 2087168 6108 Hayden Bridge Water Filtration Plant Expansion Springfield, Ore90n B.P. NO. 2008-00225 11-14-08 CAST BY 4000 psi 4000 psi SACKS 40K1UOZF CEMENT ADV A, Eclipse, Fiber 6 TICKET NO. 680 F YARDAGE 540 F WEATHER Slab on grade numbers 13 and 15. Set 1 Near northwest comer of slab 15. A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. . AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-15-08 4"x8" Knife River 3/4" 4.4% 7" 10:20 AM ASTM C31 3160243 10:0 . OF 65.0 Fog AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) i'(IN.') (LBS\ . LOAD (LBSl STRENGTHIPSI\ (PSn TEST FRACTURE~' 11-21-08 7 12.56 8.4 57300 4560 1:50 PM 5 . 12-12-08 28 12.56 8.3 78600 6260 8:55 AM 1 12-12-08 28 12.56 8.4 75100 5980 6120 9:00 AM 3 Hoid **1 - El)d Cones 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: /h. ';1(.17 Michaell. Meyer Technical Manager c: EWEB- Mike Stickling (email) EWEB, Wally McCullough (email) OBEe- Pete Slocum (email) Wiidish Building Co.' Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc This report and/o'r enclosed test data is the confidential. property of the client to whom it is addressed and pertains to the specific process ancUor material evaluated. As such, information contained herein shall not be reproduced in part or full and/of any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorizatiol"!. 750 MY CaneII AIA9l1U€' CorvaIIs, Oregon 97330, Jjme(541) 757-4698 .fax(541) 757-2991 29540 B Airpat Road . Eugene, Oregon 97402 . phone (541) 684-J849 . fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 'phone (541) 382-4844 . fax (541) 382-4846 ~....., ...Yft Geotechnia31 & Consbucliori Sefvioos ,- Compressive Strength of Concrete (ASTM C 39) . 11~'II~lrt;.I~..":I:'IIIJ~IIINd CLIENT EWEB 500E. 4th Ave. Eugene, Oregori PROJECT Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon DATE PROJECT NO. REPORT NO. 12-12-08 2087168 6133 B.P.NO. 2008,00225 DATE CAST 12-05-08 CAST BY A. Fenstermacher DATE RECEIVED 12-06-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" xB" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40K 1 VOZF CEMENT MAX SIZE AGG. 3/4" ADDITIVES ADV A, Eclipse, Fiber AIR CONTENT 5.0% LOAD NO. 3 TICKET NO. 3160495 SLUMP 7" . CONCRETE TEMP 57" F YARDAGE 10.0 OF 40.0 TIME 9:50 AM AIR TEMP 38" F WEATHER Fog SPECIMEN STORAGE ASTM C31 POUR LOCATION Slab #16 and remainder of footing at the northwest corner of contact basin. LOAD 3 SAMPLED From east side, center of slab TEST DATE' 12-12_08 01-02-09 01-02-09 Hold AGE (DAYS) 7 28 28 AREA (IN.') 12.56 WEIGHT (LBSl 8.4 TOTAL LOAD (LBS\ 51300 COMPRESSIVE STRENGTH (PSn 4080 AVERAGE STRENGTH (PSn TIME OF TEST 9:35 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: Mike Stickling (EWEB) was advised of on-site test results. Reviewed By: Ih.';(.~ Michael L. ~eye{/ 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 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, Ine,'s written authorization, 750 rw ComeII Avenue' CofvaUi>, cregcn97330' phcre(541) 757'4698' fax (541) 757-2991 . 29540BAirportROacl' Eugene, cregcn97402' phone(541)G3~ 1'>':3 . fax (541) 684-3851 63050 Cv,"v'a~~ Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax(541)382~ ~ftl Geoted1nical & Construclbn SeIvires Compressive Strength of Concrete (ASTM C 39) 1I~'IIII:t;"I~\"'lJlIIIIJ~_ CLIENT EWES 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Sprin9field, Oregon DATE PROJECT NO. REPORT NO. 12-12-08 2087168 6109 B.P. NO. 2008-00225 DATE CAST 11-14-08 CAST BY A. Fenstermacher DATE RECEIVED. 11-15,08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi . SACKS SUPPLIER Knife River PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super, Eclipse AIR CONTENT 3.6% LOAD NO. 1 TICKET NO. 3160246 SLUMP 81/4" CONCRETE TEMP 66' F YARDAGE 10.75 OF 10.75 TIME 11:30AM AIR TEMP 55' F WEATHER Fog SPECIMEN STORAGE ASTM C31 POUR LOCATION Wall number 24. Set 2 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSI) I 11,21-08 7 12.56 8.5 59200 4710 f 12-12-08 28 12.56 8.5 82100 6540 12-12-08 28 12.56 8.5 78300 6230 I Hold AVERAGE STRENGTH (PSI) 6385 TIME OF TEST 1:55 PM 8:45 AM 8:50 AM TYPE OF FRACTURE" 3 4 3 **1 - End Cones 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: /h. --t. ~ Michael L. Mey/! Technical Manager c: EWES- Mike Stickling (email) EWES- Wally McCullough (email) OSEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Buildin9 Co.- Jake Stucky (emaH) 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. 750 NoN Cornell Avenue' CavaDis, Oegon 97330, phone (541)757-4698' fax (541) 757-2991 29540 B Airport Road . Eugene; Oegon 97402 . phone (541 )6134-3849.' fax (541) 684.;J851 63050 Corporate Place, Suire 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~...pp., "'.l r r- .'.- Page 1 of 1 11:r..'IINCI;.l~."~:'llfliUL!l' Geotechnical & CooStruction Services Daily Field Report . Client: EWEB Project: Hayden Bridge Water Filtration Date: 12'12-08 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-22027 Inspector: A. Fensterrpacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Rain Continuous Inspection: 0 Contractor: Wildish Construction BPNo.: 2008-00225 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for slab #7. A preliminary inspection was performed on 12-11-08 (reference FEI report E-22016). Observed the placement of 26 yards of Knife River 4000 psi concrete'(mix 40K1 UOZF) into area noted above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" compressive test cylinders from load 1. Notified Jake Stucky (Wildish) of on-site results: slump- 4 1/2"; concrete temperature- 57F; air temperature- 42F; air content- 5.0%. 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 appiicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /h,~~, Michael L. M4r 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 (em ail) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to wham il is addressed and pertains to.the specific process andlor 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. 750 NW Can,>! Avenue' Cavallis, Oregon 97330 . phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Rood . Eugene, Oregon 97402, phone (541)684-J849 . fax (541) 684-3851 63050 Cof])Orate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~ft) 11:"'mlfl;"II"'~~t1[IJ/.m. CLIENT EWEB 500E. 4'h 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 12-15-08 01-05-09 01-05-09 Hold AGE (DAYS) 7 28 28 **1 - End Cones Gcv~ , ~ & Ca1strudion Seniires Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO. Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon 12-15-06 2087168 6135 B.P.NO. 2006-00225 12-08-08 CAST BY A. .Fenstermacher DATE RECEIVED 4000 psi SPECIMEN SIZE 4000 psi SACKS SUPPLIER 40-SE7 CEMENT MAX SIZE AGG. Super, Eclipse AIR CONTENT 2 TICKET NO. 3160508 SLUMP 65' F YARDAGE 9.0 OF 27.0 TIME '47' F WEATHER Fog SPECIMEN STORAGE Wall number 28; raw water channel suspended slab at northeast. From 2"' lift wall. AREA (IN.') 12.56 WEIGHT (LBS) 8.4 COMPRESSIVE STRENGTH (PSIl 3350 AVERAGE STRENGTH (PSI) TIME OF TEST 9:25 AM TOTAL LOAD (LBS) 42100 2 - Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Mike Stickling (EWEB) was advised of on-site test results:. Reviewed By: A,<I~ Michael L. Mey.iJ! Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (einail) OBEC- Pete Slocum (email> Wild ish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc 12-09-08 4" x8" Knife River 3/4" 5.2% 5 3/4" 11:30AM ASTM C31 TYPE OF FRACTURE" 5 This report andlor enclosed test data is the confidential property of the client to Whom it is addresseQ and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspe~tion. lnc.'s written authorization. 7fiJ ~ CanelI Avenue' CorvaDis, ()egon 97330. phooe(541) 757-4698, fax (541) 757-2991 29540 BAiI]:xl1Road' Eugene, ()egon97402 . phooe(541)684-J849' fax (541) 684-,'J851 630fiJ Corporate Place: Suite 2 . Bend, Oregon 97701 . phone (541).382-4844 . fax (541 > 382-4846 ~Ft' 11~'IINCW;;Ylf.'~a'llIJ(llIlHt!I 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 6 SAMPLED Geoted1nical & Construction Services Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion Springfieid, Oregon DATE PROJECT NO. REPORT NO. 12-17-08 2087168 6118 B.P.NO. 2008-00225 DATE RECEIVED SPECIMEN SIZE SUPPLIER . . MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 11-20-08 4" x 8" Knife River 3/4" 4.9% 61/2" 12:10 PM ASTM C31 11-19-08 CAST BY 4000 psi 4000 psi SACKS 40K1UOZF-' CEMENT Adva, Eclipse, Fiber 6 TICKET NO. 690 F YARDAGE 600 F. WEATHER Slab numbers 19 and 17. . Saf1 ' From southwest comer of slab 19. A. Fenstermacher ,. AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (lBS) lOAD (lBSl STRENGTH (PSIl (PSI) TEST FRACTURE"'*" 11-26-08 7 12.56 8.3 51700 4120 8:00 AM 5 12-17-08 28 12.56 8.4 69400 5530 7:40 AM 5 12-17-08 28 12.58 8.4 70700 5630 5580 7:45 AM 5 Hold *"1 - End Cones 2 ..,... Cone/Split 3 - Columnar 4...,.. Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3160320 10.0 OF 65.0 Overcast REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: /II. 't:.~ Michael L. Me'" . Technical Manager c: . EWEB. Mike Stickling (email) EWEB- Wally McCullough (email) . OBEC- Pete Slocum (emall) vVildish Building Co.- Kevin Fitzjarrell (email) Wildish Buiiding Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc RfCtlVt DEe P 1 8 l008 This report and/or enclosed. test data.is.the confidential property of the Clieni 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 F~I Testi~g~, Ins~ec;tion, Inc.'s writlen autho~zation. 750 NoN ComeIIAvenue' Cavaifls, Oregon 97330, phooe(541) 757-4698. fax (541) 757-2991 29540 B Airpal Road . Eugene, Oregon 97402 . phone (541) 684-J849 . fax (541) 68<h'J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541)382-4844' fax (541) 382-4846 SfEl Geoted1nica1 & Construdion Services Compressive Strength of Concrete (ASTM C 39) 11~'llllrw;<!Ili.."~~'IIII~gl~llll CLIENT EWEB 500E. 4th Ave. Eugene, Oregon PROJECT Hayden Bridge Water Filtration Plant Expansion Sprin9field, Ore9on DATE PROJECT NO. REPORT NO. 12-17-08 2087168 6119 B.P. NO. 2008-00225 DATE CAST 11-19-08 CAST BY A. Fenstermacher DATE RECEIVED 11-20-08 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 40-SE7 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Super, Eclipse AIR CONTENT 4.2% LOAD NO. 4 TICKET NO. 3160336 SLUMP 6" CONCRETE TEMP 72" F YARDAGE 10.0 OF 48.0 TIME 4:00 PM AIR TEMP 55" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Wall numbers 23 and 29, Set2 LOAD 4 SAMPLED From 4th lift in walls. TEST AGE AREA WEIGHT TOTAL COM PRESSIVE DATE (DAYS) (IN.'! (LBSI LOAD (LBSl . STRENGTH (PSIl 11-26-08 7 12.56 8.5 56000 4460 12.17-08 28 12.56 8.5 75200 5990 12-17-08 28 12.56 8.5 74700 5950 Hold AVERAGE STRENGTH (PSIl 5970 TIME OF TEST 7:55 AM 7:50 AM 7:55 AM TYPE OF FRACTUREH 5 4 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) was advised of on-site test results. Reviewed By: ;1J . "/:' ~ Michael L.' M{.lr 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 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 and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 N>N CanelJAvenue' CmiaIIis, Q-ega1 9733O. rrone (541) 757-4698, fax (541) 757-2991 29540 BAirpat Road, Eugere, Q-ega1 97402. ~ (541)684J849' fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846