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Home My WebLink AboutMiscellaneous Specifications 2011-4-20 A\~r'" ~ ~Yttl 11~'III!~:tl~~'~~.l!mw Geoted1nical & Consbuction Services Mr. Wally McCullough EWEB 500 E. 4" Ave. Eugene, Oregon 97440 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION Compressive Strength of Concrete lASTM C 39) PROJECT Hayden Bridge Filtration Plant Filter N4, N5 & N6 Improvements Springfieid, Oregon DATE PROJECT NO. REPORT NO. 04-20-11 2117001 7515 BP NO. SPR 2010-00041 03-23-11 CAST BY D'. Delatte DATE RECEIVED 03-24-11 4000 psi SPECIMEN SIZE 4" x 8" 4350 psi SACKS SUPPLIER ESG 324365 CEMENT MAX SIZE AGG. 3/4" Hot water; AEA AIR CONTENT 5.0% 1 TICKET NO. 58022128 SLUMP 5" 720 F YARDAGE 8.0 OF 8.0 TIME 8:15 AM 360 F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 Walkway at the top of north wall of filter N6; three (3) gullet wall extensions - two (2) in filter N6 and one (1) in filter N5. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRE~~:V~) STRENGTH TIME OF TYPE OF DATE mAYS) tIN.'I' (LBS) LOAD tLBS\ STRENGTH PSI (PSI) TEST FRACTURE" 03-30-11 7 12.62 8.55 47840 3810 9:55.AM 2 04-20-11 28 12.56 8.51 67985 5410 10:50 AM 2 04-20-11 28 12.56 8.49 63960 5090 5250 10:55 AM 3 Hold REMARKS: Greg (Triad Mechanical) and Steve (EWEB) were advised of on-site test results. .. 1_ End Cones 2 -Cone/Split 3- Columnar 4- Diagonal 5- Side (top or bottom) 6- Side (pointed top or bottom) Reviewed By: /h. x.1lv..t------ Michael L. 'M~yr Technical Manager c: EWEB - Michael Sticking (email) OBEC- Pete Slocum (emall) Triad Mechanical- Dennis Carroll (emall) Triad Mechanlcal- Gary Barnes (emall) 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 Testin'g & Inspection, lnc.'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 SfEI 1I~"Wtl:III\.'~~'J/IJf.l~rl Geotechnical & Construction Servia3S Compressive Strength of Concrete lASTM C 39) CLIENT Mr. Wally McCullough EWES 500 E. 4th Ave. Eugene, Oregon 97440 PROJECT Hayden Sridge Filtration P.lant Filter N4, N5 & N~:lmprovements Springfield, Oregon DATE PROJECT NO. REPORT NO. 04-19-11 2117001 7559 BPNO. SP.R 2010-00041 DATE CAST 04-12-11 CAST BY M. Meyer DATE RECEIVED 04-13-11 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4350 psi SACKS SUPPLIER ESG PRODUCT CODE 324365 CEMENT MAXSIZE AGG. 3/4" ADDITIVES Hot water AIR CONTENT 4.1% LOAD NO. 1 TICKET NO. 58022556 SLUMP 41/4" CONCRETE TEMP 73" F YARDAGE 7.0 OF 7.0 TIME 11:40AM AIR TEMP 48" F WEATHER Clear SPECIMEN STORAGE ASTM C 31 POUR LOCATION Gullet wall extensions in N4 and south side of N5 filters. AVERAGE TEST AGE AREA WEIG5~T TOTAL COMPRESI~~V~) STRENGTH TIME OF TYPE OF DATE lDAYS) fiN.') ILBS LOAD ILBSl STRENGTH PSI (PSI) TEST FRACTURE" 04-19.11 7 12.56 8.52 45905 3650 11:55AM 2 05-10-11 28 05-10-11 28 Hold .. 1- End Cones 2" Cone/Split 3. Columnar 4 -.Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom) REMARKS: Mike Stickling (EWES) was advised of on-site test results. Reviewed By: 1h.'1.~ Michael L. Meyer Technical Manager c: EWES - Michael Sticking (email) OSEC- Pete Slocum (email) Triad Mechanical- Dennis Carroll (email) Triad Mechanical- Gary Bames (email) City of Springfield MLM:sc This report and/or~nclosed 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. 750 NW Cornell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698. fax (541) 757-2991 29540 BAirport 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 L<~...... ~ ~yrt~ Compressive Strength of Concrete lAS"(M C 39) 11~'IIN";"I~~'~:'I[IJt.IN. Geoteamical & Construction Servires CLIENT Mr. Wally McCullough EWEB 500 E. 4th Ave. Eugene, Oregon 97440 PROJECT Hayd~n Bridge Filtration Plant Filter N4, N5 & 'N6 Improvements Springfield, Oregon DATE PROJECT NO. REPORT NO. 04-28-11 2117001 7549 BPNO. SPR 201'0-00041 DATE CAST 04-08-11 CAST BY M. Meyer DATE RECEIVED 04-09-11 STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 4350 psi SACKS SUPPLIER ESG PRODUCT CODE 324365 CEMENT MAX SIZE AGG. 3/4" ADDITIVES Hot water AIR CONTENT 4.0% LOAD NO. 1 TICKET NO. 58022465 SLUMP 4" CONCRETE TEMP 710 F YARDAGE 9.0 OF 9.0 TIME 8:10AM AIR TEMP 340 F WEATHER Overcast SPECIMEN STORAGE ASTM C 31 POUR LOCATION Three (3) 24" pipe collar walls in pipe gallery. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE ST~~~I~TH TIM E OF TYPE OF DATE (DAYS) /IN.') ILBSl LOAD ILBSl STRENGTHIPSIl PSI TEST FRACTURE" 04-15-11 7 12.56 8.33 36330 2890 7:50 AM 2 04-28-11 20 12.56 8.30 50350 4010 8:30 AM 3 05-06-11 28 05-06-11 28 "1- End Cones 2 - Cone/Split 3 -Columnar 4 - DiagonalS-Side (top orbotlom) 6-Side (pointed top or bottom) REMARKS: Greg (Triad Mechanical) was advised of on-site test results. Reviewed By: rn. ';(. ~/L__/ Michael L. ~eye( - . Technical Manager c: EWEB - Michael Slicking (email) OBEC- Pete Slocum (email) Triad Mechanical- Dennis Carroll (email) Triad Mechanical- Gary Barnes (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/oT any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. ' 750 NW Ccmell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991 29540 BAirport 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 ~..... ~7ttl 11~'IINtI:II~~'~Ulllll_ Geotechnical & Consbuclion Servioas Compressive Strength of Concrete (ASTM C 39\ PROJECT DATE PROJECT NO. REPORT NO. . 04-28-11 2117001 7590 Mr: Wally McCullough EWEB 500 E. 4th Ave. Eugene, Oregon 97440 Hayden Bridge Filtration Plant Filler N4; N5 & N6 Improvements Springfield. Oregon CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION BPNO. SPR 2010-00041 04-21-11 CAST BY A. Fenstermacher DATE RECEIVED 04-22-11 4000 psi SPECIMEN SIZE 4" x 8" 4350 psi SACKS SUPPLIER ESG 324365 CEMENT MAX SIZE AGG. 3/4" Hot water; AEA AiR CONTENT 3.5% 1 TICKET NO. 58022735 SLUMP 33/4" 740F YARDAGE 5.0 OF 5.0 TIME 11:40AM 610 F WEATHER Clear SPECIMEN STORAGE ASTM C 31 Filters N4, N5 and N6 thimbles; gullet ramps, old gate infills; north wall channel closure wall. AVERAGE I TEST AGE AREA WEIGS~T TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE /DAYSt !IN.') ILBS LOAD ILBS) STRENGTH -IPSll IPSIl . TEST FRACTURE- 04-28-11 7 12.56 8.59 54065 4300 8:55 AM 2 05-19-11 28 05-19-11 28 Hold REMARKS: Mike Stickling (EWEB) was advised of on-site test results.. .. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed lop or ballom) Reviewed By: ;1J. 'iJlk_ Michael L. ;'e;er Technical Manager c: EWEB - Michael Sticking (email) OBEC- Pete Slocum (email) Triad Mechanical- Dennis Carroll (email) Triad Mechanical- Gary Barnes (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 Comell Avenue' Corvallis, Oregon 97330. phone (541) 757-4698, fax (541)757-2991 29540 BAirport 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 ~...., ~yr!: IJ1'JlHet:.tl~'~:'IlI]I.I~(. Geotechnical & Constructbn Services Page 1 of 1 Daily Field Report Client: Mr. Wally McCullough Project: Hayden Bridge Filtration Plant Date: 04-20-11 EWEB FilteTN4,-N5 & N6 Improvements Project No.: 2117001 500 E. 4th Ave. Springfield, Oregon Report No.: E-28176 Eugene, Oregon 97440 Inspector: D. Delatte 10 No.: 1080867-88 ICC Inspection of: Epoxy Anchors Weather: Inside Continuous Inspection: 0 Contractor: Triad Mechanical BPNo.: SPR 2010-00041 Periodic Inspection: 0 Observed the installation of 3/4" x 8" stainless steel all-thread anchors and 1 1/4" x 18" HS allcthread anchors. Contractor installed two (2) 1 1/4" anchors per support beam bracket thru concrete pilasters and six (6) 3/4" anchors per support beam bracket where concrete shelves were beside concrete pilasters. Anchors were installed for new easUwest support beams for catwalk and pipes in the 9allery area. The west end of beam had two (2) anchors for nine (9) brackets and east end had thee (3) locations within two (2) anchors and six (6) locations had six (6) anchors. Prior to installation, the predrilled holes were cleaned with a brush and compressed air. Anchors were secured with Hilti Hy 150 Max epoxy (ICC - ESR 2262/ expiration date 10/2011) or Hilti Hy 150 Max SD epoxy (ICC - ESR 3013/ expiration date 11/2011). The thru bolts were coated with epoxy prior to installation and additional was added during installation. To the best of our knowledge, the work inspected was in accordance with plans dated 08/2010 applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: th, ';(, ~ --- Michael L. wd;er Technical Manager c: EWES - Michael Sticking (email) OBEC- Pete Slocum (email) Triad Mechanical - Dennis Carroll (em ail) Triad Mechanical - Gary Barnes (em ail) City of Springfield MLM:sc This report and/or enclosed test data ;s the confidential property of the client 10 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 ComeIiAvenue. Corvallis, Oregon 97330. phone (541) 757-4698. fax (541) 757-2991 29540 BAirportRoad. 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