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Home My WebLink AboutBuilding Field Test & Inspection Report 2008-8-25 ~......~ ~t!:~ Page 1 of 1 11a.'II~leUII~.'w;,alllll'liIl~l. Geotechnical & Construction Servi<Es . Daily Field Report Client: Mr. Wally McCollough EWEB , 500 E. 4th Ave. Eugene, Oregon Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No.: Report No.: Inspector: ID No.: 08-25 & 26-08 2087168 E-20992 A. Fenstermacher 5258882-49 Inspection of: Epoxy Dowels Contractor: Wildish Weather: ;Clear . BP No.: lCOM2008.,00225 . ) Continuous Inspection: 0 Periodic Inspection: 0 08-25-08: Performed continuous inspection during the installation of seventeen (17) #10 x 7' to 11' vertical rebar dowels into bedrock for north four (4) buttresses along east side. Prior to installation, the predrilled holes were, cleaned with water and a vacuum. Dowels were secured with Epcon A7 (ICC-ES ESR- 6582, expiration date 11-07-09). Verified minimum embedment of 2'. 08-26-08: Performed continuous inspection during the installation of eight (8) #10 x 11' vertical dowels into south two (2) buttresses and ten (10) #4 x 24" horizontal dowels into existing southeast buttress. Prior to installation, the predrilled holes were cleaned with water and a vacuum. Verified minimum embedment of 2' for #10 bars and 6" for #4 bars. Dowels were secured with Epcon A7 (ICC-ES ESR- 6582 expiration date 11- 07-09). Jake (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: /h.'1;.~ Michael L. -M,f,Jr Technical Manager c: EWEB- Mike Stickling (em ail) EWEB- Wally ~cCullough (em ail) OBEC- Pete Slocum (em ail) Wildish Building Co.- Kevin Fitzjarrell (email) Wildish Building Co.- Jake Stucky (em ail) 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, infonnation contained herein shall not be reproduced in part orfull.and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization, 7ffJ NN ComeII Avenue' Corvalis, Qegon S7330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road, Eugene, Qegon 97402, phone (541)684J849 . fax (541 )684'3851 630ffJ'Corporate Place, Suite 2 . Bend, O.regon 97701 . phone (541) 382-4844 . fax (541) 382-4846 i:.., .,.' .,- .::~ '~..... ~~r!:l. 1I.""'ll".""mlllJ'.til. Gvu~', d &Construcli:ln Servioes Page 1 of 1 Field Density Test Results - ASTM D 2922 . Client: EWEB 500 E. 4th Ave. Eugene, Oregon 97440 Project: Hayden Bridge Water Filtration Plant Expansion Springfield, Oregon Date: Project No;: Report No.: B.P. No.: 08-15-08 2087168 E-20914 MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 129.5 pcf, at 11% moisture, is from our sample no. 1934 dated 08-15-08 for Wildish 3/4"-0 crushed gravel. -_.~"-- - ..- -- .- Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev. (pct) Moisture (pct) Compaction Requirement 1 Near south end FG 141.2 5.3 134.1 100+ 95.0 2 Near center FG 134.2 5.9 126.7 98.0 95.0 3 Near north end FG 132.8 6.3 125.0 97.0 95.0 -- .- Tests performed at finished grade of base rock under east wall contact basin footing. Remarks: Mike Stickling (EWEB) was advised of test results. Reviewed By: /h. ~~--- Michael L. Me#~ 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 Attachment: Moisture/density curve MLM:sc This report andJor enclosed test data is the confidential property of the client to whom it i<,; addressed and pertains to the specific process and/or material evaluated. As, such, information contained herein shall not be reproduced in part offull andlor any part tbereofbe disclosed without FEI Testing & Inspection, Inc.'s written authorization. 70iJ NW CcmellA.mue' Comillis, Oregoo 97330, (kne (54 I ) 757-4fE8 . fux(541) 757-2991 29540BAitportRood' Eugene, Oregon 97402 'jirne(54!)6ll4-'3849 'fux(541)6ll4-'3851 . 63050 Corporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 3824844 . fax (541)3824846 L~ .:.. 131 MOISTURE-DENSITY RELATIONSHIP TEST .1 12f "'-....... . ~ " j " '0 1271 a. ~ 'in c: Q) 'tJ c=- o I I ( I I J I , , / .I I I J '\" .... 12C 122 I 1211 5 " 11 Water content, % 13 15 17 Test specification:. ASTM D 698-00a Method C Standard Elev/ Depth Classification USCS AASHTO Nat. . Moist. Sp.G. II PI %> %< 3/4 in. NO.200 TEST RESULTS Maximum dry density = 129.5 pef Optimum moisture = 11 % Project No. 2087168 Client: EWEB Project: Hayden Bridg~ Filtration MATERIAL DESCRIPTION 3/4" - 0 crushed gravel Date: 8-15-08 . Source: Wildish Sand & Gravel Sample No.: 1934 MOISTURE-DENSITY RELATIONSHIP TEST I FEI TESTING AND INSPECTION, INC. I Remarks: I Sample was obtained by FEI representative I from stockpile on- site on 8-15-08. Figure No. l{!si..~t~7!:~~ Engineering. Consuiiing . Testing DAILY FIELD REPORT Date performed: Client: July 29, ?008 Accts Payable EWES, , PO Box ,10148 Eugene,i.OR 97440 Report Number: 722-80118-14 Project Name: Hayden Bridge Project Location: Eugene, Oregon B.P. No.: Type of Inspection: Reinforced Concrete P.O. No.: Weather: 027280 . Overcast Field Observations and Comments Specific placement locations: saddles under back wash section line. Casl one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked tonolify our office when additional services are needed. To the best of our 'knowledge, the work inspected above is in accordance with. the building department approved design drawings, specifications and applicable workmanship provisions ofthe International Building Codes. . lyoe of Materi:ll ~ Supplier Knife River Mix # 2400NE7100 ~ump ~ Air Cont~nt 3.5% AmbienfTemperature 62.60 MateriafTemperature 78.40 Time Placed 12:15 PM Design Strength (psi) 4,000 Number !ill Samples 4 Total Yardage Placed 3 Inspector: Pete Furlong CCB #176269 . I If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Su ~~~ 'Davld Smith Branch Manager us/rleS, Inc. c: EWEB - wally.mccullough@eweb.eugene.or.us City of Springfield - rcastile@cLspringfield.or.us OSEC . pgs@obec.com r THIS REPORT IS PROVIDED FOR THE INFD~T10N OFTHE"CUENT DNL Y. THe REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO Ii THIRD PARTY, BY ANYMEANS. EXCEF-T IN FI.A..L, wrrHOUTTHE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc. .104D-A She/Jey Street. Springfleld"OR 97477. Phone 541n46.9649 . Fax 541/746-7163 l rA j:;ZIrI!onnation . ~~,. .To Build On Engineering. Consuning. .. Testing DAILY FIELD REPORT Date Performed: July 8, 2008 Report Number: 722-80118-13 Client: .Aects Payable, Project.i'Jame: Hayden Bridge EWEB " PO Box ,,1 0148 Project Location: Eugene,:OR 97440 Eugene, Oregon B.P, No.: P.O. No.: 027280 Type of Inspection: Rebar Locate Weather: Clear Field Observations and Comments As requested.a PSI represen:ative was on-site at EWEB's Hayden Bridge Water Treatment facility to locate rebar a1 - south back wash pump for discharge piping wall bracket. To the best of bur knowledge,the' work inspected above was in accordance with 1he building department approved design drawings, specificalions and applicable workmanship provisions of 1he International Buildinq Code's. Inspector: Pete Furlong CCB#176269 If you have any questions regaraingthis report, please feel free to contact us at 541-746:9649. Respectiully Submitted, i)~~:et-\1!stries, Inc. David Smith Branch Manager \. . J " ,,0" c: EWES: wally:meeuIlDugh@eweb.eugene.or.us City of Springfieid - rcastiie@cLspringfield.or.us OBEe . pgs@obec.eom . THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CUENT ONLY. THl! REPRODUCTION OF THIS REPORT, (3Y ANYMETHOD, AND fTS TRANSMITTAL ro A THIRD PARTY. BY ANY MEANS, EXCEPT IN FUll., WiTHOUT THE WRITTEN PERMISSION OF_ PROFESSIONAL SERVICE INDUSTRIES, is PROHIBITED. , . Professional Service In:pusmes, Ir;c.. 1040.A Shelley Street. Springfield, OR 974n. Ph~ne 541/740-9649. Fax 541174!J:.7163 , ::: ~....... ~~tCt Page 1 of 1 '1~'II~ICl:<lIlf~'~~.IIII~_ .Gb.,u-..; " ,;CaJ & Construdion Servires Daily Field Report Client: EWEB Project: Hayden Bridge Water Filtration Date: 09-02-08 500E. 4th Ave. Plant Expansion Project No.: 2087168 Eugene, Oregon Springfield, Oregon Report No.: E-21 052 Inspector: A. Fenstermacher 10 No.: 5258882-49 ICC Inspection of: Reinforcing Steel Weather: Clear Continuous Inspection: 0 Contractor: Wildish BP No.: Pending Periodic Inspection: 0 Performed preliminary inspection on the reinforcing steel for contact basin east buttresses, east and north perimeter walls, all from ground to bottom'of slab elevation. Reinforcing steel was checked for size, grade, laps', quantities, locations, ties and supports. .Note: not all forms were in place arid clearances will need to be verified. A final inspection will be performed prior to concrete placement. To the best of our knowledge, the work in-progress was in accordance with plans dated 02/2008 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: ~~~Z Technical Manager c: EWEB- Mike Stickling (email) EWEB- Wally McCullough (email) OBEC- Pete Slocum (email) Wildish Building Co.- Kevin Fitzjarrell (em ail) 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 th~reof be disclosed without FEI Testing & Inspection, Inc.'s 'Nf'itten authorization. 750 NoN GomelIAvenue' 0:xvaIfis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirport Road, EuQene, Oegon 97402, phone (541) 68<h3849 . faX (541)684,'3851 63050 Corporate Place, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382,4846