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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-17 \:1l. &1E) Gcv.,": "1ica1 & Construction Servires 11:"'lh'lrt:"I~~'~ ~1Il1l1'. tntl! November 17, 2009 Mr. Joe McCormack LTD PO Box 7070 Eugene, Oregon 97401 Project No. 2097153 Report No. E-24599 Re: L TO Fleet Building Remodel! Addition 3500 E. 17th Ave, Eugene, Oregon BP No,: COM'2009-1164 Subject: Results of laboratory tests (sieve analysisl moisture density curve) performed on one (1) 3/4"-0 crushed gravel sample submitted to us on November 12, 2009. Sieve Analysis - AASHTO T27 Sieve Size 1" 3/4" 1/2" 3/8" 1/4" #10 Percent Passing 100.0 91.0 71.0 59.0 43.0 21.0 (50.0') OOOT Specification 100.0 90-100 55-75 40-60 (') 'of the fraction passing the 1/4" sieve, 40-60% shall pass the #10 sieve. Reviewed By: ~ . -t. /J. " ./ ~i~hael LVM~ Technical Manager c: Fortis Construction - Kean Rager (email) Pivot Architecture - John Stapleton (email) Hohbach-Lewin - Vikki Bourcier (email) Balzhiser Hubbard Engineers - Janet Spriggs (em ail) City of Springfield Attachment: moisturel density curve 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. 720 tNV Carel Avenue' CavalTIS, 0ega197330' pha1e(541) 7574398, fax (541) 757-2001 29540 B Airport Rood . Eugene, 0rega197402 . phone (541) 684-3849 ,fax (541) 684-3851 MOISTURE DENSITY RELATIONSHIP TEST , 1391 1 1341 1291 y ----r---. ..........1 I ',I / 1\.. / ".~~" / I /i'" I ~~ / Y- -I '.... ./ /1 1 ", '/1 I" /' 1 ~, I 1 - I I I 1 1 1 I I 1 8 10 12 14 Water content, % 'l3 0- ;i- '0; c Q) '0 ~ o 124 1191 1 I I 1 1141 4 6 Test specification: ASTM D 698-00a Method C Standard Oversize correction applied to each point Elev/ I Classification Nat, Depth USCS ' AASHTO ' Moist. LL PI Sp.G. 16 %> %< 3/4 in, No.200 9.0 ROCK CORRECTED TEST RESULTS Maximum dry density = 129,8 pef Optimum moisture = 10,6 % I Project No. 2097153 ' Client: I Project: L TD Fleet UNCORRECTED MATERIAL DESCRIPTION 3/4" . 0 crushed gravel "=l Remarks: ' , Sample was submitted by contractor on Date: IH7-09 tl-12.09. ,_,_J 127.0 pef 11.5% LTD I_ Source: Delta Sand & Gravel Sample No.: 2138 MOISTURE DENSITY RELATIONSHIP TEST FEI Testing & Inspection, Inc. Corvallis. OR Figure 2 ~ Sf;) Page 1 of 1 11~'llmf;.I~~'~a.IIIIL'i11~LC:I Geotechnical & Constiuclion Servires Daily Construction Report Client: Mr. Joe McCormack Project: L TD Fleet Building Date: 11-18 & 19-09 Lane Transit District Remodel Expansion Project No.: 2097153 PO Box 7070 3500 E, 17'" Ave, Report No.: E-24600 Eugene, Oregon 97401 Eugene, Oregon Inspector: A. Fenstermacher ID No.: Inspection of: Sitework Weather: Overcast Continuous Inspection: 0 Contractor: Fortis Construction B.P, No. COM 2009-1164 Periodic Inspection: &'I 11-18-09: Met on-site with Kean Rager (Fortis) to observe demolition operation in chasis wash area of wash building. The existing drain has been removed in the center of the bay. The excavation was approximately 3.5' below existing rock grade, Subgrade materials appeared to be a sandy-sill. The materials appeared to be firm and stable. Mr. Rager stated that imported fill granular fill material would be compacted in lifts to bring excavation up to existing grade. ' 11-19-09: Met on-site with Mr. Hager to observe demolition operation in bay 16 of the fleet building, The existing rams and tanks have been removed and excavation depth is approximately 7.5' below existing rock grade. Exposed subgrade materials appear relatively firm and stable, at this time. Mr. Rager stated excavation will be backfilled with 2 to 3 feet of open-graded gravel, and then crushed rock would be placed and compacted to raise area back to proposed finished grades. Mr. Rager was asked to notify our office when additional services are needed. Reviewed By: jJ1,';(.~ Michael L Meyer Technical Manager c: , Fortis Construction - Kean Rager (em ail) Pivot Architecture - John Stapleton (email) Hohbach-Lewin - Vikki Bourcier (email) Balzhiser Hubbard Engineers - Janet Spriggs (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 lhespecific 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. 7EfJ NN O:JmeIIAvenue' CotvaI6s, Oregon 97330, phcre(541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad' Eugene, 0egm97402' phcre (541) 684-3849 'fax(541)684J851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 3824846 \8-- ~fEl Page 1 of 1 11:"IINrw:.h\~':l;'lllh\.IN. G:.U~~ II leal & Construction Servi03S Field Density Test Results - ASTM D 2922 Client: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97401 Project: L TD Fleet Building Remodel Expansion 3500 E. 17'" Ave, Eugene, Oregon Date: Project No.: Report No.: B,P, No.: 11-20-09 2097153 E-24608 COM 2009-1164 MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 129.8 pcf, at 10.6% moisture, is from our sample no. 2138 dated 11-17-09 for 3/4"-0 crushed gravel (Della Sand and Gravel). - - --~,- ---.-...-.- Wet Test Approximate Location Approx. Density Percent Dry Density Percent Compaction No. Elev. (pcfl Moisture (pcf) Compaction Requirement 1 East side of bay -8.0" 134.1 5.6 127.0 98.0 95.0 2 West side of bay -8.0" 130.0 5.6 123.1 95.0 95.0 3 East side of bay FG 130.4 6.3 122.7 95.0 95.0 4 West side of bay FG 130.9 6.4 123.0 95.0 95.0 -- Tests performed in fill under slab on grade in bay 16. Remarks: Mike Mutchler (Delta Construction) was advised of test results. Reviewed By: ~~I~.(3;r- Technical Manager c: Fortis Construction - Kean Rager (email) Pivot Architecture - John Stapleton (em ail) Hohbach-Lewin - Vikki Bourcier (em ail) Balzhiser Hubbard Engineers - Janet Spriggs (email) City of Springfield MLM:sc . This report and/or enclosed test data is the confidential property of the client 10 whom it is addressed and pertains to the specific process and/or material evaluated. As such, infonnatit?l1 contained herein shall not be reproduced in part of full andlor any part thereof be disclosed without FEI Testing & Inspection. Inc. 's written authorization. 750 NW COO1ell A_lie' COMIIis, Oregon 97330. phooe(541) 7574W8' tax (541) 757-'E91 29540 B Aiqxn RmI' Eugme, Oregoo 97402 . jl1cne(54 1)684-3849' tax (541) 684-3851 62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846