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Home My WebLink AboutPermit Field Test & Inspection Report 2009-8-31 ~ft) ~ .1~'ml~;41~.'lIIa'II'U.I~lf!ll Gcu~~ 111ical 8. r..nnc:;mJr.I:ion ~c:P.S Compressive Strength of Concrete IASTM C 39l CLIENT EWEB 500E. 4th Ave. Eugene, Oregon 97440 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 08-31-09 09-21-09 09-21-09 Hold AGE (DAYS) 7 28 28 PROJECT Hayden Bridge Water Filtration Plant Expansion _ Springfield,. Oregon ::,'\5'l--~~-'6~ w..' BP NO. 2008-00225 DATE PROJECT NO. REPORT NO. 08-31-09 2087168 6607 08-24-09 . CAST BY D. Delatte DATE RECEIVED 08-25-09 4000 psi SPECIMEN SIZE 4" x 8" 4000 psi SACKS SUPPLIER Knife River 2440KIUOKS CEMENT MAX SIZE AGG. 3/4" AEA, Super, Eclipse AIR CONTENT 3.7% 1 TICKET NO. 3442578 SLUMP 61/2" 70" F YARDAGE 10.0 OF 40.0 TIME 7:20 AM 49" F WEATHER Clear SPECtMEN STORAGE ASTM C 31 Wall in existing flume and elevated slab 80' to 120' from north end and west half of north and south walls for filter basin 1st lift in walls. AREA (IN.') 12.56' WEIGHT (LBSl 8.43 TOTAL LOAD (LBS) 49910 COMPRESSIVE STRENGTH (PSI) 3970 AVERAGE STRENGTH (PSI) TIME OF TEST 3:35 PM ..,_ End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed lop or botlom) REMARKS: Jake Stucky (Wildish) was advised of on-site test results. Reviewed By: (h,--/~ Michael L. MeA Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (em ail) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fltzjarrell (email) Wildish Building Co.- Jake Stucky (email) City of Springfield Knife River MLM:sc TYPE OF FRACTURE** 5 This reportand/or enclosed test data,is the confidential property of the client to whom it is addressed and pertains to the specific proces-s 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 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) 382-4646 EWEB 500E. 4th Ave. Eugene, Oregon 97440 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTH (PSI) 08-07-09 7 12.62 8.42 44250 3510 08-28.09 28. 12.56 8.42 61960 4930 08-28-09 28 12.56 8.42 60615 4830 Hold A~P"'~ ~rtJ 11~'ll~lrt;41I~.'Wl'llll~tll~L" CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED \&- ~;~',,1ical & C1JI1SIndion Servi= Compressive Strength of Concrete (ASTM C 39) PROJECT Hayden Bridge Water Filtration Plant Expansion /l.o.S ".1,,~pringfieldnOrl'gon' ",.i' :J-'\ 'I :nu.,\Cl.c.YID~ \<.0. BP NO. 2008-00225 DATE PROJECT NO. REPORT NO. 08-28-09 2087168 6567 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. 3/4" Super; Eclipse, AEA AIR CONTENT 6.5% .1 TICKET NO. 3444933 SLUMP 73/4" 79" F YARDAGE 6.0 OF 18.0 TIME 9:15 AM 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 fill station. From south end of north section of flume wall. AVERAGE STRENGTH. (PSI) TIME OF TEST 7:50 AM 12:15 PM 12:20 PM TYPE OF FRACTURE" 3 3 4 4880 REMARKS: Mike Stickling (EWEB) and Jake Stucky (Wildish) were advised of on-site test results. '*1- End Cones 2 - ConefSplit 3- Columnar 4 - Diagonal 5- Side (top or bottom) 6 - Side (pointed top or bottom) Reviewed By: /1,-;('~ Michael L. Meyer 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 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. 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) 382-4646 ~ ~f;l Page 1 of 1 11~'lt~lri;tt~~':l;'II'I~_ Geotechnical & Construction ServiCES DailyField .Report Client: EWEB 500E. 4th 'Ave. Eugene, Oregon . Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon .~~'Y'J1o.."d~D be,\D..tL Qo\. Date: '. Project No.: Report No.: Inspector: 10 No.: 08-27-09 .2087168 E-23761 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforci~g Steel Contractor: Wildish Building Weather:__Overcast BP No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0' . Performed preliminary inspection on the reinforcing steel for flume wall and lid, 40' section near the blue hood. Reinforcing steel was checked for size, grade, 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: /lJ:I\,~/ Michael L. ~e'" Technical Manager .c: EWEB- Mike Stickling (em ail) EWEB' Wally McCullough (email) OBEC- Pete Slocum (em ail) 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 and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 f'NV Cane/I Avenue' Cotvallis, Qegon 97330' phme(541) 757-4698, fax (541) 757-2991 29540 BAjrportRoad. Eugene, Qegon97<102' phone (541) 6843849 . fax(541)684.J851 .62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846 \(t. - ~ ......1 ~tt Page 1 of 1 11a.'IINrf:4lI~~' ~~.lIIhL.1H.. GootedmicaJ & Construction Services Daily Field Report Client: EWEB 500E. 4th Ave. Eugen'e, Oregon Project:' Hayden Bridge Water. Filtration - Plant Expansion Springfield, Oregon 2:>qi.J:~4cn :Bit~, (M. I Date: Project No.: Report'No.: Inspector: 10 No.: 08:26-09 2087168 E-23747 A. Fenstermacher 5258882.49 ICC Inspection of: Reinforced Concrete Contractor: Wildish Building .. ;1 Weather: Clear BP No.: 2008-00225 Continuous Inspection: 0 Periodic Inspection: 0 Performed final inspection on the reinforcing steel for filter building center wall west half . (slab to bottom of roof). A preliminary inspection was performed on 08-25-09 (ref: FE' report E-23733). Observed the placement of 16.0 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 fou'r (4) 4" x 8" compressive strength cylinders. Notified Jake Stucky (Wildish) of the on-site results. Slump - 6 1/2"; concrete temperature - 84F; air temperature - 75F; air content - 3.5%. 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: ;7J . A'/~ _ Michael L. Mey~ 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 (emall) City of Springfield MLM:sc . This report and/or enclosed test data is the confidential property o(the client to whom it is addressed and pertains to the specific process and/ormaterial 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. 7fIJ f'NV Canell Avenue. Corvallis, Oregon 97330 . phone (541 )757-4698 . fax (541) 757-2991 29540 Bl\jrportRoad. Eugene, Oregon 97402 . phone (541) 6S4;3849 'fax(541)684-3851 62979 NE Plateau Drive, Suite 3 : Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 RECEIVED SfP 0 8 200.9