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Home My WebLink AboutBuilding Field Test & Inspection Report 2013-12-23r �/ 3 • q`77- Ate' -r 4.1 rr ® � ..�`.4h'lr zep - 02 ces cam ✓J/h T ESTLNC S INSPECTION,f x r X Compressive Strength of Concrete nl '`"`"""*"'"'es Geotechnical8,Construction Services (ASTM C 391 • . CLIENT Ms. Laura Farthing PROJECT ', Hayden Bridge Water DATE 12-23-13 EWEB Intake Improvements PROJECT NO. 2127278 PO Box 10148 Springfield,Oregon REPORT NO. 9293 Eugene, Oregon 97440 BP NO. • -- DATE CAST 12-16-13 CAST BY A. Fenstermacher DATE RECEIVED 12-17-13 STRENGTH REQUIRED 4000 psi . SPECIMEN SIZE 4"x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 45K170L0 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES AEA:Tetraguard; Hot Water AIR CONTENT 5.7% LOAD NO. 1 TICKET NO. 4004114 SLUMP 4 1/2" CONCRETE TEMP 66° F YARDAGE 8.0 OF 15.5 TIME 9:00 AM AIR TEMP 34° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION , New interior shear wall and operations area deck infill. LOAD 1 SAMPLED From 1st lift in wall. ., AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF • TYPE OF DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE" • l 12-23-13 7 12.56 8.42 54500 4340 8:50 AM 5 01-13-14 28 I 01-13-14 28 Hold End Cones 2-Cone/Spl'n 3-Columnar 4—Diagonal 5—Side hop or bottom) 5—Side(pointed top or bottom) REMARKS: Mike Stickling(EWEB)was advised of on-site test results. • Reviewed By: A Michael L. Mey • Technical Manager • c: EWEB- Mike Stickling(email) John Hyland Construction-Dave Shaw(email) OBEC-Pete Slocum (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 evacuated. As such,information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing 8 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 • i l6de,� • FEI Y,/ s :9e_ e,o $(37/• • • IESnNSSIMSVECEION,,,r. Compressive Strength of Concrete '''''''''"'"'w"`"'"' GeoteGxtica&co strtxtionsef*es (ASTM C 39) CLIENT Ms.Laura Farthing PROJECT Hayden Bridge Water DATE 01-13-14 EWER Intake Improvements PROJECT NO. 2127278 PO Box 10148 Springfield,Oregon REPORT NO. 9293 Eugene, Oregon 97440 BP NO, -- DATE CAST 12-16-13 • CAST BY A. Fenstermacher DATE RECEIVED 12-17-13 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River. PRODUCT CODE 45K170L0 CEMENT — MAX SIZE AGG. 3/4' ADDITIVES AEA;Tetraguard;Hot Water MR CONTENT 5.7% LOAD NO. 1 TICKET NO, 4004114 SLUMP 4 1(2' CONCRETE TEMP 66°F YARDAGE 8.0 OF 15.5 TIME 9:00 AM AIR TEMP 34°F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION New interior shear wall and operations area deck Infill. LOAD 1 SAMPLED From 1st lift in wall. - AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIMEOF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD(Lee) STRENGTH(PSI) (PSI) TEST FRACTURE" 12-23-13 7 12.56 8.42 54500 4340 8:50 AM 5 01-13-14 28 12.56 8.42 68345 5440 8:40 AM 3 01-13-14 28 12.56 8.45 70100 5580 5510 8:45 AM 5 • Hold . I-End Cone. 2-Cone'Spllt 3-Columnar 4-eiagonel 5-SiOe(IOp or COaom) O-9lde(pNmed top or bottom) REMARKS: Mike Stickling(EWEB)was advised of on-site test results. Reviewed By: A .7'1 (1)172---- Michael L. Meyer Technical Manager C: EWER—Mike Stickling(email) John Hyland Construction—Dave Shaw(email) OSEC—Pete Slocum(email) City of Springfield MLM:sc This report and/or enclosed lest data Is the confidential property of the client to whom tt is addressed and pertains to the specific process and/or material evaluated, As such,information contained heron 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)757.4698'fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 . 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382.4844-fax(541)382-4846 • 7- IfS1INGsINSPfCfION,tnr. Compressive Strength of Concrete Geole°hnicol 6 Cenr""aioa Services -.,1_.. neat: A t.ti .�..i - '.-. ASTM C 39 • CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 12-20-13 EWEB Intake Improvements PROJECT NO. 2127278 PO Box 10148 Springfield,Oregon REPORT NO. 9294 Eugene,Oregon 97440 BP NO. — DATE CAST 12-16-13 CAST BY A. Fenstermacher DATE RECEIVED 12-17-13 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 4000 psi SACKS, SUPPLIER Knife River PRODUCT CODE 45K170L0 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES AEA;Tetraguard; Hot Water AIR CONTENT 7.5% LOAD NO. 2 TICKET NO. 4004128 SLUMP 3 1/2" CONCRETE TEMP 62° F YARDAGE 7.5 OF 15.5 TIME '11:45 AM AIR TEMP 36° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION New interior shear wall and operations area deck infill. LOAD 2 SAMPLED From 2nd lift in wall. • AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE** 12-20-13 4 12.56 8.36 44565 3550 8:20 AM 2 01-13-14 28 01-13-14 28 Hold --1-End Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-side(pointed lop or bottom) REMARKS: Mike Stickling(EWEB)was advised of on-site test results. Reviewed By: • Michael L. Mey • Technical Manager c: EWEB—Mike Stickling(email) John Hyland Construction—Dave Shaw(email) OBEC—Pete Slocum(email) City of Springfield • MLM:sc This report and/or enclosed test data Is the confidential properly 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 pan 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)757-4698•fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)684-3849•fax(541)6843851 62979 NE Plateau Ddve,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 • �/ Page 1 of 1 • �GI -soe2_0/2.. - v00-3 y lfsnNC6fnsPECnnN,/r. Geotechnical&Construction Services Daily Field Report Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 11-27-13 EWEB Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-35592 Eugene, Oregon 97440 Inspector: M. Meyer ID No.: 0877905 ICC Inspection of: Epoxy Dowels Weather: Inside Continuous Inspection: ❑ Contractor: John Hyland Construction BP No.: -- Periodic Inspection: R1 Performed continuous inspection during the installation of eight (8) 3/4" x 36" all-thread rods into existing columns and thirty-six (36) 3/4" x 24" all-thread rods into existing walls and slabs for connection of operating deck infill slab at elevation 472.61'. Prior to • installation, the predrilled holes were cleaned with a brush and. compressed air. Verified minimum embedment depth of 6" into columns & slabs and 3 1/2" into walls. Galvanized ATR was secured with Hilti Hit RE 500SD epoxy (ICC — ESR 2322/ expiration date 01/2014). Dave Shaw(JHC)was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with addendum 2 plans dated 05-10-12 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Michael L. Me r Technical Manager c: John Hyland Construction — Dave Shaw(email) OBEC— Pete Slocum (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 8 Inspection, Inc.'s written authorization. 750 NW Card Avenue•Corvallis,Oregon 97330•phone(541)757.4698 fax(541)757-2991 29540 B Arm'Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-3851 62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846 3 3 �9 E® -��f� &l. Y/z/ - g,4( 49? �9- r Page 1 of 1 • TfST/NGEMSPfCTIGNse.. Geweonkat Cansnua,iunServices GeotectintGal8r Construction Ser s Daily Field Report • Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 12-11-13 EWEB Intake Improvements Project No.: 2127278 • PO Box 10148 Springfield, Oregon Report No.: E-35649 Eugene, Oregon 97440 Inspector: D. Delatte ID No.: 1080867-88 ICC Inspection of: Reinforcing Steel Weather: Inside Continuous Inspection: ❑ Contractor: John Hyland Construction BP No.: -- Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for south interior wall from operating deck to piping deck per detail B on S107. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports. To the best of our knowledge, the work inspected was in accordance with plans dated • 04/2012 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: -X• Michael L. Mey Technical Manager c: • John Hyland Construction—Dave Shaw(email) OBEC—Pete Slocum (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. 75)NW Correll Avenue•Corvallis,Oregon 97330.phone(541)757-4698.fax(541)757-2991 29540 B A rport Road•Eugene,Oregon 97402•phone(541)6843849•fax(541)684-.3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 3 Ccy G? • E® '✓7-\ v. e)f Page 1 of 1 nlfSnNCg/NSPfCT/ON,V<<3 Geotechnical CionsItudion servioes Daily Field Report Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 12-04-13 EWES Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-35641 Eugene, Oregon 97440 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Epoxy Dowels/ Weather: Inside Continuous Inspection: ❑ Reinforcing Steel Contractor: John Hyland Construction BP No.: -- Periodic Inspection: • Performed preliminary reinforcing steel inspection for level 2 suspended slab for operating deck infill. Reinforcing steel was checked for grade, size, laps, quantities, locations, ties, clearance and supports. A final inspection will be performed prior to concrete placement. Performed continuous inspection during the installation of thirty(30) #5 hooks for north door infill and thirty (30) 3/4" x 2' all-thread stainless steel anchors for interior shear wall. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Verified minimum embedment depth of 6". Dowels/anchors were secured with Hilti Hit RE 500SD (ICC—ES ESR 2322/expiration date 08/2014). To the best of our knowledge, the work inspected was in accordance with plans dated 04/2012, PCO 12 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: •el.� Michael L. M er Technical Manager c: John Hyland Construction—Dave Shaw(email) OBEC—Pete Slocum (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 8 Inspection,Inc.'s written authorization. 750 NW Cornell Avenue•Corvalis,Qe yn 97330.pt.0 u:(541)7574698 fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402 phone(541)684384,9•fax(541)6843851 62979 NE Plateau Drive,Suite 3.Bend,Oregon 97701 .phone(541)382-4844•fax(541)382-4846 311 • FEI Tr6f oZjs3 187/1/115INSPfCIION,IH Compressive Strength of Concrete n.°t.,a°,.°I s C°,ntrutt,°°Sevice, Geotechnical&Constuction Services (ASTM C 39) CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 12-13-13 EWEB Intake Improvements PROJECT NO. 2127278 PO Box 10148 Springfield,Oregon REPORT NO. 9240 Eugene,Oregon 97440 BP NO. -- DATE CAST 11-15-13 CAST BY A. Fenstermacher DATE RECEIVED 11-16-13 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 45K170L0 CEMENT -- MAX SIZE AGG. 3/4" ADDITIVES AEA AIR CONTENT 4.4% LOAD NO. 1 TICKET NO. 4003814 SLUMP 4" CONCRETE TEMP 72° F ,YARDAGE 5.0 OF 5.0 TIME 11:00 AM • AIR TEMP 50° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Four(4)columns inside building and two(2)infills on the west side. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE** 11-22-13 7 12.56 8.54 62375 4970 7:40 AM 5 12-13-13 28 12.56 8.55 85915 6840 7:50 AM 3 12-13-13 28 12.56 8.58 82435 6560 6700 7:55 AM 3 Hold "1-Ens Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed lop or bottom) REMARKS: Mike Stickling (EWEB)was advised of on-site test results. Reviewed By: Michael L. M Technical Manager • C: EWEB—Mike Stickling(email) John Hyland Construction—Dave Shaw(email) OBEC—Pete Slocum(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 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 • • 3°N-9' -e FE! c Page 1of1 It-STIES INSPECTION,rwr. nro,e.An:aulACOn,nuOlonServices Geoteamical&COnStructiatServices Daily Field Report Client: Ms. Laura Farthing Project: Hayden Bridge Water Date: 12-16-13 • EWEB Intake Improvements Project No.: 2127278 PO Box 10148 Springfield, Oregon Report No.: E-35691 Eugene, Oregon 97440 Inspector: A. Fenstermacher ID No.: 5258882-49 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: ❑ Contractor: John Hyland Construction BP No.: -- Periodic Inspection: p Performed final inspection on the reinforcing steel for new interior shear wall and operations area deck infill. Preliminary reinforcing steel inspections were performed on 12-04-13 and 12-11-13(ref: FEI reports E35641 & E35649). Observed the placement of 15.5 yards of Knife River 4000 psi concrete (mix 45K170L0). Concrete was placed by pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" compressive strength cylinders. Notified Mike Stickling (EWEB) of the on-site test results. Load 2 preliminary air content—8.5% (load rejected by JHC). Load 3 preliminary air content— 8.0%; 10 minute no drum rotation, retest - 8.5%, 10 minute high-speed drum rotation, retest — 11.0% (load rejected by JHC). Load 4 preliminary air content—7.5% (load placed by JHC). Set 1 Set 2 Slump-41/2" Slump-31/2" Concrete temperature—66F Concrete temperature—62F Air temperature—34F I Air temperature—36F Air content—5.7% I Air content—7.5% To the best of our knowledge, the work inspected was in accordance with plans dated 04/2012 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: Michael L.M yer Technical Manager c: John Hyland Construction—Dave Shaw(email) OBEC— Pete Slocum (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 pad or full and/or any part thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization. 750 MN 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 •phone(541)382-4844•fax(541)382-0&36 • 3 94 9- A&-r-e 4 zris5- HSP Compressive Strength of Concrete IESIMEINSPfClIO,,ar. • ° ^"° Geoteohnical&throlmdicn smites (ASTM C 391 • CLIENT Ms.Laura Farthing PROJECT Hayden Bridge Water DATE 01-13-14 EWEB Intake Improvements PROJECT NO. 2127278 PO Box 10148 • • Springfield.Oregon REPORT NO. 9294 Eugene, Oregon 97440 BP NO. - • DATE CAST 12-16-13 CAST BY A. Fenstermacher DATE RECEIVED 12-17-13 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8" STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River PRODUCT CODE 45K170L0 CEMENT - MAX SIZE AGG. 3/4" ADDITIVES AEA;Tetraguard;Hot Water AIR CONTENT 7.5% LOAD NO. 2 TICKET NO. 4004128 SLUMP 3 1/2' CONCRETE TEMP 62°F YARDAGE 7.5 OF 15.5 TIME 11:45 AM AIR TEMP 36°F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION New interior shear wall and operations area deck infill. LOAD 2 SAMPLED From 2nd lift in wall. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN') (LBS) LOAD(LEIS) STRENGTH(PSI) (PSI) TEST FRACTURE" 12-20-13 4 12.56 8.36 44565 3550 8:20 AM 2 I 01-13-14 28 12.56 8.42 76900 6120 8:50 AM 5 • 01-13-14 28 12.56 8,40 77385 6160 6140 8:55 AM 5 Hold -I-End Cones 2-Cane/Sp'ir 3.Columnar a-Diagonal 5-Side(lop or bottom) 6-Sae(panted up or bonsai) REMARKS: Mike Stickling(EWES)was advised of on-site test results. Reviewed By:: (//� '.` — Michael L /,I"Meyer Technical Manager c: EWES-Mike Stickling(email) John Hyland Construction-Dave Shaw(email) OBEC-Pete Slocum(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 3 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)884-3849•fax(541)884-3851 62979 NE Pateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846 •