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Home My WebLink AboutPermit Field Test & Inspection Report 2009-7-21 ;',< l....~ ;ZInformation ,.,~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: July 21, 2009 Report Number: Client: Matt Keenan Project Name: KPFF Consulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 f:>Q it- PO No,: Type of Inspection: Site Observations Weather: ~ P9 I c f 2- 722-9010@ Maple Elementary School Public Improvement 2009 2109 J Street Springfieid; Oregon c.~. L\3B Clear Field Observations and Comments As requested a PSI representative was on site at Maple Elementary School Public Improvement along 23rd Street to observe placement of curb and gutter. Concrete cylinders were taken and all test results will tle reported on a separate report. See map for specific locations. Pictures were also taken. To the best of our knowledge, the work inspected above was in accordance with the buiiding department approved design drawings, speCifications and applicable workmanship provisions of the International Building Codes. Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. '~~,~ Project Manager Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TAANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FUU, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED, Professional Service Industries, Inc.. 1040-A Shelley Street- Springfield, OR 97477. 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Testing ~ DAILY FIELD REPORT Date Performed: July 21, 2009 Report Number: 722-90101-22 Client: Matt Keenan Project Name: Maple Elementary School KPFF Consulting Engineers Public Improyement 2009 1201 Oak Street, Suite 100 Project Location: 2109 J Street Eugene, OR 97401 Springfield, Oregon P.O. No.: Permit No.: ce-~3e Type of Structure: Weather: Clear Type of Inspection: Concrete Field Observations and Comments , As directed by Contractor, continuous inspection during placement of concrete was not' required at the following locations: Bus Lane curb at 14+35 right. Concrete was placed by curb machine and mechanically consolidated. Contractor was asked to notify our office when additional services are needed. To the best of our knowiedge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the international Building Codes. ' Tvoe of Materi.a! Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaQe Placed Inspector: Pete Furlong CCB# 176269 Set #1 Knife River 2436CE2009 1" 4.0% 610 790 8:35 AM 4,000 4 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectiully Su prt:;onal Raymond Aliperti Project Manager :',:"-' cc: Springfield SChool District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY, THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS, TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, I~C.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541n46-7163 lft~';lInfonnation. .I!~! To Build On ..."'"""- . ConlIu'If..g . 1NUng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Matt Keenan Address: KPFF Consulting Engineers 1201 Oak Street, Suite 100 .Eugene, OR 97401 Project No.: 722-901O@ Project: Maple Elementary School Public Improvement 2009 Project 21<ig }Stree-f Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30016 .f5 Date Performed: P.O. No.: B.P. No.: Technician: lof2- t::::Q. 1040 - A Shelley Stre.et Springfield,Oregon97477 (541)746-9649 - (541)746,7163 fax GGB #176269 July 20, 2009 e,e-'-tBe . Pete Furlong Laboratory Soil / Aggregate Data: Moisture Density Relationship of 146.0Ibs.lcu.ft., at .7.4% moisture, is from our report #722-90101-15, dated 7/15/2009 for Springfield quarry 1 \1,"-0 D1557. Field Density Tests: Nuclear Method (ASTM D2922}(ASTM D3017)(Standard Count: MS 661 DS 2266) "Test No. Approximate Test Location See attached map 2 See attached map 3 See attached map 4 See attadled map Tests performed at finished grade and below.finished garde Tests were reported to Jeff with John Hyland Construction. Attachment: Map with specific test locations cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects- Dave Guadagni City of Springfield - Denny Wright Approximate Test Elev. Probe. Wet Density D~y Density Percent Percent Required Depth lBS/CU.FT. lBS/CU;FT. Moisture Compaction Compaction COlluneiHs FRG 8" 149.1 1411 139.5 140.0 139.4 5.8 5.2 5.9 j.7 96.6 95% FRG 8" 147.1 4" BFRG 8" 148.3 4" BFRG 8" 145.9 of base rock in the locations listed above. 95.5 95% 95.9 95% 95.5 95% Respectfully Submitted Professional Service IndUstries, Inc. Ku/v~ Raymond Aliperti Project Manager THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND IT$'TRANSMITTALTO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL /S PROHIBITED WITHOUT Tf1EWRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES .::--, - , " f,-",/\~?(' ,: { ~ f, )../- () f 2- , , , ... ". 't'SI- 7~~-qOIOl@> (-'LO - QUi, ~;'.dd Def'l<Aj -rei\:, ,. m C:1P~i, <ck 'fY'le~,'1 S(\'CD1 \='06\ Ie -.t -rrYIpr'Ov~' Ud .stfe<'D LoC0f~( )~ ~ JI'Y - l J. _,",,,,,,,.m . , ~ ,,, 00..- ' ~ !:~'~::. ,: \ ~,. C:"---t-- ~ ---- ---- -- ----- ~ __-Jill --;- _~ _ L ": - - --- - -1- - rFiL_:__ - ! /. ,,, _ __ _--2'ST_ S~R:E; ~..~ - _ __ ,_ ___ : ~~~ ' ;- l w \~ ' w '" ;- '" ........: . 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Testing ~ 'f!J i ~ F L DAILY FIELD REPORT Date Performed: July 20, 2009 Matt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 Report Number: 722-9010~ Maple Elementary School Public Improvement 2009 2109 J Street Springfield, Oregon Client: Project Name: Project Location: PO No.: Type of Inspection: f)P-\\=- CB-43B Site Observations Weather: Clear Field Observations and Comments As requested a PSI representative was on site at Maple School to perform density test on Public Improvement driveway and northeast end of Bus Lane. Also see attached map for specific locations. All density test are listed on separate report. PSI also observed that Primrose had placed the catch basin along the Bus Lane and:;removed the catch basin on the west end of Bus Lane and put a cap on it. See attached map (PSI also took pictures). To the best of our knowledge, the work inspected above was in accordance with the building department ap'proved design .drawings, specifications and applicable workmanship provisions of the International Building Codes. Inspector: Pete Furlong eeB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. 8~~~ Project Manager Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyland Construction.- Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. 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I I :. ~~i ~?~~'::-'",~-r~=J ,[::. _ '0""'0' ll':~~~ \(~"""'''.''P<ll, +-';;;'~-r:,,""'~"""OT - ""'.., :",", It", CURl L~~^'-.!--' ''''' """9 . _ _ - ~ wAlO' ,"S' ~_ ~"," "", ;,:~ ;:;~ r ---'~---~\\@---:t~~'-~:ff:; r'~ rrl '--:, ~ r, " f2\fl-AN - "J" STREET \:.J S',^I~, ,. . ,a (f~1 ~~....-:....~-~'~::.=:~j;:=::-~~'::...~:~ ,=.~~~ ..~::;~{.-:~~~~ :::~.:~-~:~: "J" STREET lief.v "- . ~.,--ch 'EqS\ tJ , > ~ , :.' L ~ ~ j.' - ~~ 1m > :' . ',-," ~ ';i~ ,~ I~ ;all,\ii '-:t! H.i~ ."'2 '\'" -::... ,,-,'U',"t~- i',':;:,~,~ ~- \-" "-rI).,~~ ",,,,.,, " ~ , o ~ II ~~i II h ~Ji ~ " ':!I'.'.I"II" C2.0 4 OF 10 j CITV PROJECT NO. P3K108 .c{fJ.si ;:t;:::z:~n .,.lRa..... .... . CofI8L.~.1If -: 1ltaIfns FIELD DENSITY REPORT SOIL AND SOIL.AGGREGATE r~ Client: . Matt Keenan Address: KPFF CDnsulting Engineers 1201 Oak Slreet, Suite 100 Eugene, OR 97401 Project No.: 722-90101~. . Project: Maple Ele~ntary School Public Improvement 2009 Project 2109-J Street - - .- ) location: Sprfngfield, OregDn Equipment: Troxler: 3430 SN: 30016 Date Performed: P.O. No.: B.P. No.: Technician: I af 2.- ~ 1040 ~ A ~helley Street Springfield, qregon 97477. (541)746-9649 - (541)746-7163 fax GGB #176269 July 17, 2009 CB-436 Pete Furlong Laboratory Soil / Aggregate Data: Moisture Density RelatiDnship Df 146-.0tbs.lcu.ft., at 7.4% mDisture, is from Dur repDrt #722-90101-15, dated 7/15/2009 for Sprin9field Quarry 1y,"-0 01557. Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 662 DS 2293) Test No. Approximate,Test Location See Attached Map for Specific Locations Approximate Test Probe Wet Density Dry Density Percent Percent Req!-lired Elev. Depth LBS/CU.FT. lBS/CU.FT. . Moisture Compaction Compaction Comments Bus Lane 16+50 I I 3 Bus Lane 14+50 I 4" BFRG Tests perfDrmed at belDw finished garde Df base rock in the IDcatiDns listed abDve. Tests were repDrted tD Jeff with JDhn Hyland CDnstruction. 4" BFRG 4" BFRG 8" 8" 8" 149.0 145.2 145.9 142.1 138.9 139.3 2 . Bus Lane 15.f.50 Attachment: Map with specific test locations cc: Springfield SchDDI District - Bill Hirsch .JDhn Hyland CDnstructiDn - Jeff Durmaj RDbertsDn SherwDDd Architects - Dave Guadagni City Df Springfield - Denny Wright 4.8 4.5 4.8 97.3 95% 95.1 95% 95.4 95% Respectfully Submitted ~Js;;j)~~ice Industries, Inc. RaymDnd Aliperti Project Manager I'H/8 REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT GNL Y. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 7).~1 7- / );~ ).1/ i:J f~ 2- i~ 'i" .... .~ ~ l / \. ---..c\, 9u/v/-'m 70rV t71 y/~-, l I ,or'''I'''''IT " I I ". 0."". I \: t~,-~_ ~~I~"::' ~_~______________~)l '-:----~ L--,L~ ---- -------- l==rj~ ----- :J _. no. ,. . . . . 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Testing DAILY FIELD REPORT Date Performed: July 17, 2009 Report Number: Client: Matt Keenan Project Name: KPFF Consulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 PO No.: 8P:tt: Type of Inspection: Site Observations Weather: ~ ,pdjL {d-['--2- 722-90106 Maple Elementary School Public Improvement 2009 2109 J Street Springfield, Oregon cB- 4.3~ Clear Field Observations and Comments As requested a PSI representative was on site at Maple Public Improvements. PSI preformed density test on the Bus Lane (See attached map for locations). All density test are listed on a separate report. New proctor was used on density test. Today PSI obsereved that the contractor Primrose had installed the catch basin on the east end of the Bus Lane. The catch basin on the west end of the Bus Lane was moved to the west about 2' but is still behind the curb. PSI was also on site to observe a proof roll on the northeast end of the Bus Lane (See attached:!map). The proof roll was conducted using a loaded tandem axled dump truck weighing approximately 50,000 Ibs there was rutting and some deflection under the wheel loads. PSI recommended that the area be over excavated 4 inches, place geotextile fabric over the subgrade, then the 16" of 111,"-0 crushed rock. For more specific location see additional site plans attached. Primrose Excavating returned to Public Improvements to finish up on the west end catch basin in Bus Lane. Primrose also intends to remove catch basin at station 13+75 next to driveway. PSI also took pictures of the work performed toda knowledge, the work inspected above was in accordance with the building department approved design drawings, soecifications and aoolicable workmanship provisions of the International Buildinq Codes Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, O~;'M_"'~ Raymond Aliperti Project Manager cc: Springfield School District - Bill Hirsch .John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF TH.E CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. , Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541(746-9649 . Fax 541/746-7163 o fLU 2--o.f .~~C:' f J' I II\. t~ l.~l 9a/0/@ ,;vi '; -/l ~ 1-~~~ C( rJ!~ I prep 'R-(?JO t 1<0 II ~ . . 'I ' < ..- ~.- ~~~~"""-'__-"_.._"-'".:~"",_..:.,_..:O:~fil.'~T_._.".._, - - - - ..,_."-_.._-;;~~=;:~:, ~~ ~~=~=-=-- ~,~ - =.J.._=J ~2I:'=r--_ _ __~.. _ .. ..~___,_"~..=~--=~::=~-::::-::::_':.~:L_~~~~~<~,.=-:',. 1il",O/h."..a" " "J" STREET . ~7,'~'._.. 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Testing tX- DAILY FIELD REPORT Date Performed: July 16, 2009 Report Number: 722-90101-17 Client: Matt Keenan Project Name: Maple Elementary School KPFF Consulting Engineers Public Improvement 2009 1201 Oak Street, Suite 100 Project Location: 2109 J Street Eugene, OR 97401 Springfield, Oregon PO No.: B~: c:g - 43B Type of Inspection: Site Observations Weather: Clear/Hot Field Observations and Comments A PSI representative was on site at Maple Elementary School to perform density test an Bus Cane off J Street and drive' way off J Street. Contractor used a Ingersoll Rand Pro-Pack-Series 100 roller to compact 1/i"-0 rock on Bus Lane and driveway. All density test are listed an a separate report. Density test did not pass. A new proctor is being ran. PSI will be back on 7/17/09 to perform density test on Bus Lane. PSI also was on site to observei:the removal of the catch basins off J Street in the Bus Lane. Bill with Harold Primrose Excavating said that if they was any changes in the installment of the catch basins he would call Matt Keenan with KPFF and get change orders from Matt Keenan. PSI took pictures of the work performed today and Bus Lane and catch basins. To the best ot;:our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Buildinq Codes Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel. free to contact us at 541-746-9649. Respectfully Submitted, Professional Service Industries, Inc. ~\}~ Raymond Aliperti Project Manager cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBIrED. Professional Service Industries, Inc". 1 040-A Shelley Street. Springfield, OR 97477 ..Phone 541/746-9649 . Fax 541/746-7163 " - ~j l rtA~;1 Information "..,. .TO Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: July 15, 2009 Report Number: Client: Matt Keenan Project Name: KPFF Consulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 PO No.: ~{>~ Type of Inspection: Site Observations . Weather: f~e- 722-9010@ Maple Elementary School Public Improvement 2009 2109 J Street Springfield, Oregon c.e-43~ Clear .~ /of2.- Field Observations and Comments . A PSI representative was on site to observe a proof roll on subgrade of drive way off J Street at stations 12+75 to 13+25. (See attached map) The proof roll was conducted using a loaded tandem axi~d dump truck weighing approximately 50,000 Ibs. No deflection or pumping was observed under the wheel loads and no wheel tracking or ,. rutting occurred indicating a firm stable base. PSI also took in a sample of 1 )1,"-0 rock from Springfield Quarry that was obtained on site at Maple School to have a new proctor ran ok'd by KPFF. PSI also tookAC density test on 23rd Street. All test results are listed on separate report. PSI also took pictures of the AC on 23rd Street. 1: To the best of our knowledge, the work inspected above was in accordance with the building department approved . desiqn drawinqs, specifications and applicable workmanship prOVisions of the International Buildinq Codes. Inspector: Pete Furlong CeB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, P~0 Ci4'"'ore- Ip< Raymond Aliperti Project Manager Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFQRMA TlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD II PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541n46-9649 . Fax 541 n 46. 7163 ,. I;~ fo/ Zaf 2- 7 -(5-0; i' ~-- ~. 1. ~ 7'0/0 (rH) ~~L~\Cli\r{'(~ \D~ '-J -cf..: i? 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Testing ~ DAILY FJELD REPORT Date Performed: July 14, 2009 Report Number: 722-90101-13 Client: Matt Keenan Project Name: Maple Ele~entary School KPFF Consulting Engineers Public Improvement 2009 1201 Oak Street, Suite 100 Project Location: 2109 J Street ~ . , Eugene, OR 97401 Springfield, Oregon &J>. ea - ~~ PO No.: Type of Inspection: Site Observations Weather: .Clear Field Observations and Comments As requested a PSI representative was on site at Maple Elementary School to observe the pl~cement of 1 y,"-O rock on Bus Lane of J Street. PSI also observed the placement of AC base course on 23rd Street. B~fore AC placement, Egge Sand and Gravel blew off all rock and leaves to make a clean surface for the wearing surface. PSI then obtained the , marshall. A sample of the as AC Wearing Course was obtained for laborty testing. PSI also took pictures of 23rd Street and the Bus Lane of J Street. To the best of our knowledge, the work inspected above was in accordance with the building department approved desiqn drawinqs, specifications and applicable workmanship provisions of the International Buildinq Codes. Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, 6~~"'-''". Project Manager cc: Springfield School District - Bill Hirsch John Hyland. Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS.PROVfDED FOR THE INFORMATION OF THE CLIENT ONLY THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. ~rofessional Service Industries, Inc.. 1040-A Shelley Street- Springfield, OR 97477. Phone 541/746-9649. Fax 541n46-7163 ~ l...~ _ZIn/ormation "..,. .To Build On Engineering. Consulflng . Testing DAILY FIELD REPORT Date Performed: July 13, 2009 Report Number: Client: Matt Keenan Project Name: KPFF Consulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 PO No.: gP Type of Inspection: Site Observations Weather: ~ fj lap-2- 722-901B Maple Elementary School Public Improvement 2009 2109 J Street: . " Springfield, Oregon CB~43t) , Clear Field Observations and Comments PSI was on site to inspect the over excavation on the Bus Lane at station 14+50 to 17+00. PSI also witnessed the placement of Geo Fabric and 1;1,"-0 rock on.Bus Lane next to J Street. For more specific lobatibns see additional site pians attached. . To the best of our knowledge, the work inspected above was in accordance with the building department approved desiqn drawings, specifications and applicable workmanship provisions of the International Buiidinq Codes. Inspector: Pete Furlong . CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649: Respectfully Submitted, Professional Service Industries, Inc. ~~~ Project Manager Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyiand Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIE,S, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746-9649. Fax 5411746-7163 f3 ;20fd.- -. ..} ~ ',~ ;--, " 72 2 ~ Y c:J/c:J /- ~ /41 o<JJ I~ f///7~ - I_OCufh",rJ Dr o.v'''{eK(C1''~N tt soft. 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Consulting. 7l>sting DAILY FIELD REPORT Date Performed: July 13, 2009 Report Number: Client: Matt Keenan Project Name: KPFF Consulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 PO No.: 'bP: Type of Inspection: Site Observations Weather: ~ f~ 10 f 2- 722-90108 Maple Eler,nentary School Public Improvement 2009 2109 J Street: Springfield, Oregon ce-~~ Clear Field Observations and Comments A PSI representative was on site to observe a proofroll at finished subgrade elevation for Bus Lane off J Street between 14+50 and 16+00. The proofroll was conducted using a loaded tandem axled dump trucK weighing approximately 50,000 Ibs. There was rutting and some deflection under the wheel ioads. PSI recommended that the area adjacent to J Street for the Bus Lane be over excavated by 4" and have Geo Fabric placed and 16" ot' 1 )1,"-0 rock placed on it. Starting elevation was 463.01, finish elevation a subgrade is 466.09. For more specific locatio~ see additional site plans attached. To the best of our knowledge, the work inspected above was in accordance with the building department approved desiqn drawings, specifications and applicable workmanship provisions of the internatipnal Buildinq Codes. . Inspector: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649" Respectfully Submitted, ~0~'~"~ Raymond Aliperti Project Manager Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyland Cpnstruction - Jeff Durmaj ,. Robertson Sherwood Architects - Dave Guadagni . City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. 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Testing DAILY FIELD REPORT Date Performed: July 13, 2009 Report Number: Client: Matt Keenan Project Name: KPFF CDnsulting Engineers 1201 Oak Street, Suite 100 Project Location: Eugene, OR 97401 PO No.: B{)~ Type of Inspection: Site ObservatiDns Weather: P([~ 722-9010G Maple Ele,mentary School Public Imp,rovement 2009 2109 J Street Springfield, OregDn c..e-435 Clear ~ I of 2- Field Observations and Comments A PSI representative was Dn site tD observe a proofroll at finished subgrade for Bus Lane off J Street between 16+00 " and 17+00. The prDDfrol1 was conduCted using a loaded tandem axled dump truck weighing apprDximately 50,000 Ibs. There was rutting and some deflection under the wheei ioads. PSI recommended that area adjacent tD J Street for the Bus Lane be Dver excavated by 4" and have Geo Fabric placed and 16" of 1 )1,"-0 rock placea on it. For more specific locations see additional site plans attached. TD the best of our knowledge, the work inspected above was in accDrdance with the building department approved desiqn drawings, specifications and applicable workmanship provisions of the International Buiidinq Codes. Inspector: Pete Furlong , CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649: Respectfully Submitted, Professional Service Industries, Inc. ~\J lctp Raymond Aliperti Project Manager Attached: Site Plans ce: Springfield SchDol District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson SherwDod Architects - Dave Guadagni City Df Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLlENTONL Y: THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, wrrHOUT THE WRfTTEN PERMISS{ON OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHiBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541(746.7163 fctje- 2 0 f 9CJ/o/ ~ .. ~ V / /ll-.AP6'{oxllYt~ \ocabi;:,...J rS- ~r ,,",;;~r all eo"J V clUJ 0\J\ '1 I ')) ~ 00Cj 7~.~ ), >- ~ ~ ~ >- , ...j; ~ II,' ~ ~ .. 2- /f1q ole- I l I . .ormT'rnP:I . - i i ~ '~n,:~;::-, I'ill i,\~~ -~~':~__~~________.____~)J ~ ----_;- I ------,---;------ I -..",_~,~~/ ~ .... '.10. 21ST STREET ,,."" {---,--- -,- - ~ -+- ~ - +--r-- ------t- , l I....'., t, >; \ @ @ "I'~'''- :::L -----, >- lfj ~ !;; Sl. ",I , , ,I I. i ~ . rJ\- PLAN - 21ST-STREET \.V 5....E< '"-..,- .. ~ .'"") / -J ~ J~L - p KEY NOHS G) ~:;'~CJ s=1.-?, coW:;'::: r:u':,a.~o<;~~TlQ CD ~~'~;!":~~,~~~.e.:~~O"C:;A~"~[~:~ "[" @:J :':';.},,:~ltt, o~~~~ ;'~":'~" J~~~ F'E1I em @ ~g,':.:o~t~' ci'~~"a.-'~';.%'Of~i:~"~,Z:"~~~w.,""o ~-12 @ ".Wl.''''' 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Flfi- ~I h - H!l .. ;-'j.~, 1 ;, !i.i E.iH ~~\ ~",./"7 ~>."~.$; '':!It".'''' l"~"'.~" ", 1 ~ a Ll o III I.~f!: f5 ~ Yl ~ l6 t;] <t;;o; NZ !z ~ OJ' ~~ .3irL ~'3 -m "J~~ ~ ~) " ~';IIL~: I 11'-" C2.0 ,lOr- fr) CITY rROJ~CT /.KJ. rJf(l(1r1 ~. ~ l "'~;lInfonnation ",~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT ~ Project Name: 722-80174-205;' P5 Maple Elementary School 2109 J Street Springfield, OR I Q f 2- Date Performed: Client: July 7, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Location: B.P. No.: Type of Inspection: COM 2008-00438 Soils Observation P.O. No.: Weather: P0271-255-0809 Clear Field Observations and Comments On site to observe a proofroll on subgrade soils for the parking lot and driveway areas adjacenflto the existing tree along "J" Street (see attached site plan). Proofroll was conducted using a loaded tandem ax,led dumptruck weighing approximately 50,000 pounds. No deflections (pumping) were observed under the wheel loads, and no wheel tracking occurred, indicating a relatively firm and stable subgrade at this time!. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable . workmanship ~rovisions of the International Buildinq Codes !I I Inspector: Raymond Aliperti, Certification No.: 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully S~bmitted, i)~JVl1:J Raymond Aliperti Project Manager Attached: Site Plans cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@mllstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE fNFORMA TION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD . , PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERViCE INDUSTRIES, IS PROHIBITED. , Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541/746-964~ . Fax 541/746-7163 ~. .-< ~\ ] I jjf;:,;1 Inf9P-mltion ftI!.~~.J.To B~ild :bn Engineering. Consulti,'g . 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Pho.ne 541 r746.9649:. :ax ~41 r7 46-7163 .I l""~;1 Infonnation ,.,..,. .To Build On Engineering' Consulting' Testing ~ Date Performed: July 7, 2009 Report Number: 722-80174-203, (5 r Q f )- .) Client: Springfield School District Project Name: Maple Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 2109 J Street Springfield, OR B,P. No,: COM 2008-00438 P.O. No.: P0271-255-0809 Type of Inspection: Soils Observation Weather: Cloudy DAILY FIELD REPORT Field Observations and Comments Met on-site with JHC representatives to observe a proofroll on exposed subgrade soils on the area shown on attached site pian. The area was proofrolled using a loaded tandem axled dumptruck weighing appr~,xlmately 50,000 pounds. Slight deflections and wheel tracking up to 4 inches in depth occured due to over optimum clay soils in the east portion. The remaining area was firm and stable and the exposed material appeared to be native gravel. in the soft, yielding area recommended overexcavating the subgrade 4 inches, placing geotextile fabric, and :'replacing with additional crushed rock. The area recommended to be overexcavated measured 38' N/S by 49' E/S. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Codes Inspector: Raymond Aliperti, Certification No.: 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully S M, mitted, ervice Industries, Inc. (10)) Raymond Aliperti Project Manager Attached: Site Plans cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE fNFORMA TJON OF THE CLIENT ONLY. THE REPRODUCTION" OF THIS REPORT, BY ANY METHQD, A,NO (TS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED. I; Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746~9649. Fax 5411746-7163 1 I J I ~ $ ;llnjQ7Jmltion 'I:!!.~ei .To B~ild pn Engineering . Consulti"g . TeSting ~~~I. ~ -L '-I ,--- Ls-- I ~ I l -~~=-"~I:-~_--;--I-~-- --/1---1~~ --i~----------- -:_--.- T 1----=--- --, .....' 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Jj-: '"~illio .' 0, ., l!~:;o."~o:;:~::: ".1"oq "~:J:,' SEE SHEETC-,,'l.M I7T)J "~f(~im<<. .,Z\- -gOI1'i UL.!1 loc.4\'\-i CJfJ. ~ ,(oof~1I .'. u__._. _",'.. W_~6: ""'" ---- - . . .-;2 O~ f' 2., afL . " . :' 49i.Fax541f746-7163 Professional Service Industries, Inc.. 1040-A Shelley Street. Sprlngfleld,?R 97-477. Phone 541/74696 11 . . . ., l ~~;lInformation ",..,. .TO Build On Engineering. Consulting. Testing ~ .~ DAILY FIELD REPORT Client: Project Name: 722-801~.. pc;? (<t P 2- Maple Elementary School 2109 J Street Springfield, OR Date Performed: July 6, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Location: B:P. No.: Type of Inspection: COM 2008-00438 Soils Observation P.O. No.: Weather: P0271-255-0809 Clear I; AM: Met on site wjth John Hyland Construction representatives to observe a re-proof roll on. expose subgrade areas I observed on July 1 and 2. The area observed on July 2 had been left aerate over the ,;3 day holiday weekend. Temperatures were into the mid 90's. The proof roll was conducted using a loaded tandem axle dump truck weighing approximately 50,000 pounds. The area originally observed on Juiy 1 st still was deflecting:: slightly under the wheel loads but wheel tracking up to 4 to 6 inches in depth still occurred as well. The area measured'approximateiy 63' N/S by approximately 95' EIW. Recommended over excavating the area 4 inches due to the over optimum moisture soil and replacing with additional crushed rock. Also recommended placing geotextile over the ~,ubgrade soil. The area originally observed on Juiy 2nd had littie to no deflections under the wheel loads and only shallow wheel tracking. Recommended placing geotextile fabric only at this iocation. The area measured approximateiy 32' N/S by 185' E/W. PM: Returned in the afternoon to observe another section of subgrade for the parking and driveway areas (see attached site plan). No deflections were observed under the wheel loads and only shallow wheel tracking occurred, indicating a firm, stabie subqrade. Recommended the placement of fabric since the subqrade was still over optimum moisture. Inspector: Raymond Aliperti, Certificaiion No.: 1017075-EC CCB #176269 Field Observations and Comments If you have any questions regarding this report, please feel free to contact us at 541-746-9649., Respectfully Submitted, ~t;rG;S Raymond Aliperti Project Manager Attached: Site Plans cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfleld THIS REPORT IS PROVIDED FOR THE INFORMA r/ON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.- 1040~A Shelley Street. Springfield, OR'97477. Phone 541/746-9649. Fax 541/746-7163 .' ,. I I ?~ill'1fQ~mation J:.. I .To B~ild '(In E~gIneenng . Consu/ti"g . Testing ~ ~LJ- I i ~ ~L c-.l r l r-- ~ I ---- "-'-=-:;1:-' -:.:-;-:--I-=- Tl'_~~,5~! y( " "" '/ R1~-<06"'~~i I' " " ,"- --,.. : .. STe~ ,.-~.i~. ..- .-.. -,. TI'_4~' v=i r . w.~'" G:~:':-'~~= ~:--;; ~.. . V-~.Z:'''- :.......--t -"- ---....:::..=--=-.-=.-;-:-.:= '-3"_/~ ~~ 1\:' I--,,:\_-,-,,,-i"~;: /--~ ' ", -'--"'----, ---- .y "C.J,.. . t I "'. ruTIJR~ BUILDING I , ' I' ,o,OOlnON I ir r 1 fln1l4llCf WA 2 ".- -.. _.: I : !1 pi" ::~~ . r /1 ~~oo ~ ~rG--46600 I .~/C: L, .. 'I Olz~::.":':'i. ,.~'. ,,-,,:~ZL~. -.., =_..~"c_,_:__'~,-".i, 17<~;;~~~ "~ tf4 / ii, . ,L:~,~:66.5D ~ i~== =c~~ \.-. :- -.I .' 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Testing DAILY FIELD REPORT Date Performed: July 2, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Client: Project Name: Project Location: s'P. No.: Type of Inspection: COM 2008-00438 Soils Observation P,O. No.: Weather: ~ 722-8017(~0 fj Iff p-. L- Maple Ele(nentary School , 2109 j Street . Springfield, OR P0271-255-0809 Clear Field Observations and Comments Met on-site with contractor to observe a proof roll at finished subgrade elevation for the parking lot and driveway pavement areas under the old school (See attached site plans). The proof roll was performed using a fully loaded tandem axle dump truck weighing approximateiy 50,000 pounds. Only slight deflection (pumpihg) were observed under I the wheel loads and only shallow wheel tracking (rutting) occurred, indicating a relatively firl1), stable subgrade at this time but still over optimum moisture. Contractor will leave the area exposed over the three~day weekend in order to aerate. Area will be re-proof rolled on Monday July 6th 2009 with the area that was proof rolled yesterday. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Codes . Inspector: Raymond Aliperti, Certification No.: 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, i);:;t~lr~J". Raymond Aliperti Project Manager Attached: Site Plans cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu. Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THEINFORMATlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION Of PROFESSIONAL SERVICE INDUSTRIES, 1$ PROHIBITED. i.lG~'J(~U~; '.,~I,~:. '_:":-.... . -- - \'.~,!':.,e:'::' ,::';i:.~;'::-'::'., .l.:<i'.";""l~i';:; ,1: ~",:.I,>.~,:. ,:;;t;. . ~rofessionat Servic~lndustries, Inc.- 10~O-A Shelley Stre~t. Springfield, OR 974;77. Phone 541n46-9649. Fax 541n46.7163 7-~-01 I rr\~~ 'l,~'J /-''':~ Sc '^'oo\ "-- \. I . \ c b0<-VI7'i B I, , ,\ mi Arejq'.'. .1~u~// .t -,\- 0 LU t"I') K 'TP=465.92 '. :. -f(oOirq~Z ~ ' . .,~ ... l-Z-o:1 I U . TP=465.64\"' U 1-1 ~.. '" I- ttl'" ..~ ~ I TP=465.4 ~ 'LU , V)~ ,. "'."",/.: .. ., ,. TP= 4lfs. 16 I ,.~"',.,..,:r_.',w,_ """'-'- """-'~::_~(~...._-. m.. ." ~. ......... -.w__... ..='to::J,rO::t - .'E. .1\ I(;H t.XIS L. E..'.,.l ('-."-' . -. .' \iiI' -~""--~,_. -"~""""'" . -"'-~'''''''''''- TP~465.20 MAI(;H EXISr " TP=464.95 \ 'm., ',w... ~- . 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