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Home My WebLink AboutPermit Field Test & Inspection Report 2009-7-14 ;~ l....~.J Information "~.lTo Build On Engineering. Consulting. Testing ~ DAILY FIELD REPORT Date Performed: July 14, 2009 Report Number: 722-80173-216 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon Building Permit No.: COM2008,00437 P,O. No.: P0272-334-0809 Type of Inspection: Soils Observation Weather: Clear Field Observations and Comments As requested, a representative of PSI was onsite to observe a proof roll at finished subgrade elevation for the proposed parking lot and driveway pavement areas in the northwest corner of the site adjacent to Thurston Road, Specific locations observed are outlined on the attached site map, The proof roll was conducted using a fully loaded tandem axle dump truck weighing approximately 50,000 pounds, No deflections (pumping) were observed under the wheel loads, and no wheel tracking occurred, indicating a relatively firm, stable subgrade at this time, except for the following area: an area measuring 10' x 15' (see site plan), At this location deflections and tracking occurred due to wet bar run gravels, Recommended over-excavating the area one (1) foot and replacing with additional crushed rock, 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 Buildinq Codes, Inspector: Raymond Aliperti, ICC# 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541,746,9649, Respectfully Su Smitted, . ~S.Siri~~ice~trili~ ,'~~ ~pertl ,) Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff,com Hyland Construction - markb@jhconstcom Milstead & Associates - angus@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 INFORMA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD J-"P~~fe';;~i~~~i'S;~~;iC~~d~~t~i~~~I;~~:' lJo4o~AJ S;~II~~ St~~;t~"\'Sprj~~'field, 'OR'9i'477':Ph"o""~~. 54"11746~9649"~ F~n541';;46~7163 .~. ..... .... FlRELANE ICE COURT/- ENCLOSURE: LDRAWlNCS .AY SHELTER-C. - RNAT[ 1-2) ). .LDRAWlNCS ,. PROT[CTED- wrnNro ' ~ I ~~ ~:fLA I ~ (:-\ -DJ:5U 0:0 ~ 2- ~-J ;nG ....,;X f'\ U -, ~ J I -~ ~. , -r- ~ cfl . 0 ~ - oSL....J ~ ~ LA) ~--i iK-J ~ r: ~ -'5 \ ~ ... .. ~ L "'~;lInformation ,,~. .To Build On Engineering. Consulting. Testing RECEIVED JUL ] 6 2009 DAILY FIELD REPORT Date Performed: Client: June 26, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722,80173,212 Project Name: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Soils Observation P,O, No.: Weather: P0272-334-0809 Clear Field Observations and Comments As requested, a representative of PSI was onsite to observe proof rolling of exposed subgrade for packing and drive areas west of the new school. (See attached site plan for specific locations) The proof rolls wee conducted with a fully loaded tandem axle dump truck weighing approximately 50,000 Ibs, Little to no deflection was noted indicating a stable grade at this time with the exception of the southern most section proof rolled, This area consists of a dark brown to black silty c1aylclayey silt. The contractor plans to over-excavate 6" of material and replaced with geotextile and crushed rock, 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: Anthony Deluca CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully ubmitted, !\SSiOna', Nice / UC1~J kJmoil:perti Project Manager Attachment: Site Plan c: KPFF - ugo,costa@kpff,com Hyland Construction' markb@jhconst.com Milstead & Associates, angus@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 INFORMA rlON 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. ProfessionafService Industries, Inc. *1'04D-A Sh~!ey Street. Springfield, DR 97477. Phone 541/746-9649. Fax 5411746-7163 _I <[- , I '. J ~ }.: . : I ~ , I ,. I /./ :~ Co _ I ". 't .'t"'!- . ~. !.;. " /., :;..+: I . , . I' I ~ ." + I' ~ I ~ ~ ~ .,. . 5 ~ \. Ir. "'-_./ ~) :~~r~-J :~ , ~ u, If) ::, CRV'OU~IT - - - - - ---"11: ):.....,,,., ,,' '':''''I-'~ ,.';7\ O!ml IUii!i [5'1" 1\I2D mm ~ II'':\.! I /'~'-"'_:;'~'')1--' ~ . (>'....e_ v...., .' {y {~/oD\ ~ -Ct..ASSROoI.I' ADOf,1Vh , (AlTERNATE T-') La: ~~ ~\l , Btl: &{'[eme"1 flRE WlE . . ~" - ,". . . ,: _.;.:~-~ ,i. ...... 'rt,~~~~t :"~-', .' 1.' /\:'~'.:, );~ t,. .;",. -""'" ':" ~ ';c" .: . MA TCHLlNE .... ... .... THURSTON I ,80 ~. o 1020 40 SCALE: 1'''40' ;'1' :~ . ,. "1. ,', ~ "" '-""l"'~;lInformation , ",.... .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: June 22. 2009 Report Number: 722,80173-211 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield. Oregon Building Permit No.: COM2008-00437 P.Q, No.: P0272-334-0809 Type of Inspection: Soils Observation Weather: Clear Field Observatio,ns and Comments As requested, a representative of PSI was onsite to observe proof rolling of exposed subgrade for packing and drive areas, (See attached site map for work area,) The proof rolls wee conducted using a tandem axle dump truck weighing approximately 50.000 Ibs, Areas of defiection were noted in the subgrade at the eastern fire lane and western drive lane/parking area, The contractor plans to over-excavate 4 to 6 inches of material and replaced with geotextile and rock, 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: Anthony Deluca eCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully s~~mhied, ' l ofess/on ~SjC~ ~sl:;~ aymond liperti' ) Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff,com Hyland Construction - markb@jhconst.com Milstead & Associates, angus@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 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, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, ./S PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541rr46-9649 ..Fax 541f746-7163 " ,I .,.. '" ~. , ~- 17 ~ r ~ ~ , ':,,( ~ I ... ~. !" i 1: I~ EIia ~,m,. mil '1 i' " , , , .... .... "'" .... .... . . I 5 ::dill - ....... -'<';'" t \leyZJ: ,,' r' 'I "-:.14 (.. ~ ~' . \ /~(,Y + '/i I ;'<'/") IT , i _ ;. & > ~,)~,.. i (\;; , ~ u \ 1"......./ ..,/,; - -- - - ---'1~ ',l,.. l'f.~C~ !i;'ll"j5l 'me [9."7 !I~ iil'mI ~ (A,' I \hJAS\A\ LJ~,;J{:I,,;:\a('1 ~;d-i7;C')C\ ' ~ I ~. -., '\(oc.t.coLI ,:1.('f, 2\ "fa e. +-A\Iu\~ -Cl..A5SROOU ADorllVl'l , (AlTERNATE 1-1) ;/ - FIRE lANE ;,.:; MA TCHUNE "'" .... THURSTON 11 ,80 IU1....J .. o 1020 40 SCALE: '.';;40' II