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Home My WebLink AboutPermit Field Test & Inspection Report 2009-8-18 lPflAIf!:!!o;lInjormation ,.,.,. ToBuildOn ..',1' ',I-C.", "oI.~ 1 040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB#176269 (~ Date: Client Address August 18,2009 Matt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 ASPHALTIC CONCRETE REPORT Project No. 722-90102-6 Project Name Thurston Elementary School Public Improvement 2009 7345 Thurston Road Springfield, Oregon C?J-L\~1 Address Weather Overcast Page No. Technician 1 of 1 Glenn Meek Jr 1 See Attached Drawing 2 See Attached Drawing 3 See Attached Drawing No Gopy was lelt on-site. PSI did not monitor placement of material. Advised contractor of on-site test results. Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction . . P.ST~_ g~~P\?ater'1111U'VI AUftist 6. 2009\ . .~ ~ {iiiiPl;'er.--T~gge ~and an,:~:~:~tala - ' toxlerl!oJ;i .I.;r"'n~h;~~'~;"" ,1. 30016 Date Calibrated: 2/18/09 Calibrated by PSI Mix Type: Level 2 C Mix with rap Standard Counts: ount Rate: Meth.Meas. ~ois~u'l': 657 D~nsity: Test Type: I Rice E -,,_. ..'''yeiiTes!ila Techn!,cian: IGlenn Meek Jr . 153.5 Wearing _ i ~stiDam I #1 Density (PCF) Density (PCF: 146.6 145.0 144.4 144.8 140.2 142.4 ,- 2265 . Test # Individual Test Location veraQe Density 145.8 144.6 141.3 Average Percen Compaction 95.0 94.2 92.1 1l;S.1 Respectfully sub 'tted, U~~: ice/wtritlfn) Raymond Alif erti Project Manager Attachment: Site Drawing cc: Springfield School District - Bill Hirsch John Hyland Construction - Mark BrabHamm Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright , r AUG 2 7 2009 These results relate only to the specific samples tested and may not be indicative of other locations. This report ......"".... ho ro....,.nrl' ,"or! .c.vI"'ont in fIlII \lIithnl It \Alritton norm;ce:inn h" D,.nfp.<::c:inn~1 .C:onfj(',:r. Innllc:.trioc:. In~ . PSI I ~ ~ i (.. ;, p (j -rr "" - , <. @ ~ ., ~ b l c l.. "rJ (2 , .+-. '" - <!;- <1- ~ 6 ~ c. ..... " " --.., ~ 11 ') ~ ~ -'" J1 - 'i-'" ::r. '~ (; c3 -+ ~ _ '-.J <C ~ I~ ~ L @ PROJECT NAMEt '- .-::> Hf\p~ ?7-1 PSI A-3DO-7 (2) I PROJECT NO. 7U- 3IJI ~ '2.- I DATE aB-Ob-0":7 ._.c;ZInformation ..I"~ 7bBuild On ,"c. ,.~ 1040 - A Shelley Street Springfield, Oregon 974n (541)746-9649 - (541)746-7163 fax CCB#176269 ~ ASPHALTIC CONCRETE REPORT t-'O- L\61 Date: August 11,2009 Project No. 722-80173-231 Client Springfieid School District Project Name Thurston Elementary School Address 525 Mill Street Address 7345 Thurston Road Springfield, OR 97477 Springfield, Oregon PO No.: P0272-334-0809 Page No. 1 of 1 Weather Ciear Technician Glenn Meek Jr I Mix Type: Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction P.STM 02950 (Date Performed: AU!lust 11. 2009t Material Data 'test Injitrvment I Egge Sand & Gravel Troxler MOdell 3430 SN: 30016 I I I Date Calibrated: Calibrated By: Appel I Level 2 C Mix with Rap Standard Counts: I I Moisture: I TestTvpe: IRice 153.2 Marshall Technician: IGlenn Meek Jr Supplier: 653 Density: General Location r .,rl Base & Wealing 2272 Test # Individual Test Location Test Data I #1 #2 A veraQe Percent Required Density (PCF] Density (PCF: Density CO~~~:ion CO~tction 141.4 141.2 141.3 Yo 141.2 141.5 141.4 92.3 92% 142.3 141.1 141.7 92.5 92% 143.4 141.7 142.6 93.0 92% 143.3 145.8 144.6 94.4 92% 144.1 144.8 144.5 94.3 92% 141.3 143.0 142.2 92.8 92% 142.6 143.0 142.8 93.2 92% 142.5 145.3 143.9 93.9 92% 144.3 144.8 144.6 94.4 92% 144.3 144.1 144.2 94.1 92% 142.7 141.9 142.3 92.9 92% 145.3 142.4 143.9 93.9 92% 140.9 141.7 141.3 92.2 92% 141.8 141.3 141.6 92.4 92% 144.7 142.3 143.5 93.7 92% 141.3 142.1 141.7 92.5 92% 142.8 141.3 142.1 92.7 92% Average ~j.:l 1 See attached sile drawing 2 ISee attached si e ~ra~ng 3 ISee aUached si e draw,"g 4 ISee a~i'che</ Sir: </rawing 5 ISee alfached sl e draWJng 6 ISee attached SIr: drawing 7 I See allPche~ sl e d,raWJng 8 ISee af(;lc led Sl e drawing 9 ISee a ac led site drawing 10 ISee a pC le</ site drawing 11 ISee a }'ched sile drawing 12 ISee a fpChed si e drawing 13 ISee a (?ched site drawing 14 ISee a (;3ched site drawing 15 I ~ee a (;3ched site drawing 16 I!;ee a (?ched site drawing 17 I?ee a fpC(hed Sije drawing 18 ISee a (ached si e drawing NO L;OPY was fen on-site. PSI did not monitor placement of material. Respectfully subml'tted, ofession :.e!e Inmes. Inc. aymond Ali: r~ (1'01\ Project Manager 1 ) cc: 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 Springfieid , These results relate only to the specific sampies tested and may not be indicative of other locations. This report cannot '- _ _____..... __ _.... ____ __'" ,_ L..If n.'"'''' _.... ..._.....__. _ ___u ,_ _, _ _ .__ II n~;lInfonnation ,...,. To Build On J, ,.~---"." 0"., ~ 1040 ~ A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 tax CCB#176269 ASPHALTIC CONCRETE REPORT tcYL\ 31 Date: Client Address August 12. 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Project No. Project Name Address 722-80173-232 Thurston Elementary School 7345 Thurston Road Springfield, Oregon PO No.: P0272-334-0809 Page No. 1 of 1 Weather Overcast Technician Glenn Meek Jr Asphaltic Concrete Sampling Data Date Tested: August 10, 2009. (Lab No.: 09-127) Date ~ampled August 12, 2009 Supplier Egge Sand & Gravel Samqled By Glenn Meek Jr. Locaf19n Sampled Pare'li Qrop off road at west side of school Time !:ampled 8:10 AM Ticket Number Mix Type Temperature of AC C Mix with rap 257" tv/ax/mum o:>peclTfc \:IIraVlry - AAo:>N/ U / ~UlJ ::;p l,;r at ;l~.\,; I Unit WeIght Lbs./\,;u.t-t. ;<.4;;;< 1 :>1.4 Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction ASTM 02950 (Date Performed: AUQust12, 2009t Material Daia , 'est I~,t{~ment Egge Sand & Gravel Troxler Modell 3430IsN: 130016 I I I Oat. Calibrated: I ICalibrated BY:I Appel C Mix with rap IStandard Counts: I I I I IMoisture: I 6541 Density: I Rice 151.4 Marshall I General Location Glenn Meek Jr I I fYlWearing I Supplier: Mix Type: TestType: Technician: Test # Individual Test Location 1 See attached site drawing 2 See aUac~ed site draWjng 3 See aHached flIP draWJng 4 See attachea slfe draWIng 5 See a tached site ~raWlng 6 ISee a lac 1eq site rawing 7 ISee a ~c led sitp raWjng 8 ISee a C led sile QraWlng 9 'See a ae led site drawing NO l,;Opy was len on-site. PSI did not monitor placement of material. Respectfully submitted, I ro.''''''!--":iQ'C; ~ Raymond Aliperti Project Manager Test Data I #1 #2 I Average I Density (PCF) Density (PCFJ Density 141.3 142.4 I 141.9 I 141.8 139.5 I 140.7 I 141.9 141.6 I 141.8 I 139.2 139.5 I 139.4 I 139.3 139.3 I 139.3 I 141.2 140.1 I 140.7 I 140.2 140.4 I 140.3 141.2 141.6 I 141.4 141.8 139.8 I 140.8 Average Percent CO~\ction 92.9 93.6 92.0 92.0 92.9 92.7 93.4 93.0 92.9 2267 Required co~tf.ion 92% 92% 92% 92% 92% 92% 92% 92% cc: 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 These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot ""... .,.............,.,r, ..........1 ..."..........:_ +. .11 ...:........_... .....:u.__ ___:__1__ L.... 1\ ___:___ roL__ .J__..I_ ._... ._L_' _ _ ..__ LPs.llnformation · 7b Build On ,... ,.~ ASPHALTIC CONCRETE REPORT 1040 - A Shelley Street "4- Springfield, Oregon 91477 (541)746-9649 - (541)746-7163 fax CCB#176269 tB-lj~-, Date: August 13, 2009 Project No. 722-80173-233 Client Springfield School District Project Name Thurston Elementary School Address 525 Mill Street Address 7345 Thurston Road Springfield. OR 97477 Springfieid, Oregon PO No.: P0272-334-0809 Page No. 1 of 1 Weather Overcast Technician Glenn Meek Jr Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction ASTM 02950 (Date Performed: AUllust13, 2009\ Material Dala est In~trpment IEQQe Sand & Gravel Troxler MOdell 3430 'sN: 30016 I I I Date Calibrated: Calibrated By: Appel I Level 2 C Mix with Rap Standard Counts: I I IMoisture: I 650 Density: Test Type: Rice 151.4 Marshall I Y'Iperal Location Technician: IGlenn Meek Jr I 1Y1Base.!. WearinQ Supplier: Mix Type: Test # Test Data I #1 #2 I Density (PCF) Density (PCF' 143.6 142.5 I 140.4 142.6 I 141.6 141.0 I 140.3 139.4 I 139.6 140.7 I 145.8 143.1 139.8 142.1 140.1 142.0 147.6 146.3 Individual Test Location AveraQe Density 143.1 141.5 141.3 139.9 140.2 144.5 141.0 141.1 I 147.0 Average 1 See a.l\acred site drawing 2 See aHached site drawing 3 See anacred site drawing 4 ISee aHached site drawing 5 ISee al\acred site drawing 6 I See a!fached site drawing 7 See attached site drawjnQ 8 ~ee altJlched site drawlnQ 9 See a!(ached site drawing NO l,;Opy was let! on-site. PSI did not monitor placement of material. Remarks: Test #8 & 9 wearing course - Test #1 to 7 base course ~:t~ - - '> Raymond All ierti Project Manager Attached Site Drawing cc: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rbemdt@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 Percent C01~~~ion 93.5 93.3 92.4 92.6 95.4 93.1 93.2 97.1 93.9 2276 Required co~~{rn 92% 92% g2% 92% 92% 92% 92% 92% These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot "-_.__._.J..__.J _..___&-l_L.1I ...,..'-_......._'u___.__,__,_._.-.........,_._... , .. . Information l",S. lTo Build On , , I . c....__... . JMarJsr , ~ 1040 - A Shelley Street Springfield, Oregon 974n (541)746-9649 - (541)746-7163 fax CCB#176269 ASPHALTIC CONCRETE REPORT C.b-L\~\ Date: Client Address August 10, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Project No. Project Name Address 722-80173-230 Thurston Elementary School 7345 Thurston Road Springfieid, Oregon PO No.: P0272-334-0809 Page No. 1 of 1 Weather Ciear Technician Glenn Meek Jr Asphaltic Concrete Sampling Data Date Tested: August 10, 2009. (Lab No.: 09-122) Date ~ampled August 1 0, 2009 Suppr.er EQge Sjlnd & Gravel Sampled By Glenn Meek Jr. 'Location Sampled South Parking Area Time Sampled 8:45 AM Ticket Number Mix Tvpe Temperature of AC CMix 260' MaXImum ;:,peclTlc uravtry - _;:," I V I ~UIJ sp ur at :.!:'"(; Unit vve'gnt LPS./(;U.~t. :<,4t:i1 1:>;;.:< Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction ASTM 02950 (Date Perfonmed: AUllUsl10. 2009l Material Data 'tel\ l~strHment Egge Sand & Gravel Troxler MOdell ~~O sN: 30016 I I Date Calibrated: Calibrated By: Appel Level 2 C Mix ~ljlln9ard Counts: I Uo',slure: I 639 Density: 2260 Rice 153.2 Marshall General Location hlenn Meek Jr rY 1 Base Supplier. Mix Type: TestType: Technician: Test # Individual Test Location 1 ~ee a~~ed si~ d9'wjng 2 ~ee a ed Sill' cf,ra"'lng 3 See a ae ad site draWIng 4 See a~cped Sl~ qrawing 5 ~ee a che~ ,\~p df""'Ing 6 I ~ee a ached Sl~ ( rawlng 7 I See a!fp;;ped s 'f ( rawjng 8 I See attached s '1 ( ra"'lng 9 ISee attached S Ie (ra"'lng 10 ISee attached Silp draWIng 11 ISee attached si(e drawing NO I,;opy was len on-site. PSI did not monitor placement of material. Respectfully su itted, rofessional 5 rvice Ind tries, Inc. e:rOl) Raymond Alipertj Project Manager Test Data #1 #2 J Density (PCF) Density (PCF 1 143.3 144.3 143.3 145.0 143.6 143.2 142.7 143.2 143.2 143.3 144.0 143.0 141.6 143.1 143.1 142.6 140.7 140.5 141.5 141.3 143.3 142.5 Average Density 143.8 144.2 143.4 143.0 143.3 143.5 142.4 142.9 140.6 141.4 I 142.9 Average Percent Comp}pion 9~.9 94.1 93.6 93.3 93.5 93.7 92.9 93.2 91.8 92.3 93.3 ll;;.:l Required CO'RPyction ~h 92% 92% 92% 92% 92% 92% 92% 92% 92% 92% cc: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rbemdt@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 These resuits relate only to the specific sam pies tested and may not be indicative of other locations. This report cannot 1-..0 ro......^.-I"'"'.....-I "'>"'.........t i... f"ll ..,it.h..."t ,.,";tto.... no.rn'1iC!C!inn "\\1 drn.cori"'~n ~t~nn~rnc Innllctri.coc: In,.. l nS~;llnformation r" · To Build On . , I . ~.........dI&.. . ...... 1040 - A Shelley Street Springfield. Oregon 97477 (541)746-9649 -(541)746-7163 fax CCB#176269 ~ ASPHALTIC CONCRETE REPORT CJ:)-L\~i1 Dale: Client Address August 12, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Project No. Project Name Address 722-80173-234 Thurston Elementary School 7345 Thurston Road Springfield, Oregon PO No.: P0272-334-0809 Page No. 1 of 1 Weather Clear Technician Raymond Aliperti Asphaltic Concrete Sampling Data Date Tested: August 14, 2009. (Lab No.: 09-128) Dale ~}"'pled Auqust 14, 2009 Supplier Egqe Sand & Gravel ~arT\vled By f<aYfllond Aliperti Localton Sampled East tire lane access road Time ',~mpled 8:30 AM Ticke Number Mix Type C Mix Temperature of AC zaxlmum ::>P9CITIC \.:JraVlry - AJJo::>M I Y I ~lI Sp Gr al ~fi C Unit Wert! ~ Lbs'/CU.t-I. ~A6r 1 3~ Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction ASTM 02950 (Dale Perfonmed: Au Rust 14. 2009l Materiar Oa!a "est 1J11tryJTlent Egge Sand & Gravel Troxler MOdell 34M sf,!: 28693 I I Pate Callb..te,t 2/18/09 Calibrated By: PSI C Mix with rap IStandard Counts: I I I I Moisture: I TestType: IRice 153.2 Marshall I Technician: IRaymond Aliperti I I Supplier: Mix Type: Test # Individual Test Location 1 See a ~ched site plan 2 ~ee a _ ered ~te plan 3 ~ee a ched Sl!e pljlfl 4 See a\ll';:~ed)J e pfan 5 ~ee aflachecr site plan 6 ISee a e!!' led )ite plan 7 I See a C led site plan 8 ISee a C led site plan 9 ISee anooped site plan 10 I See aHached site plan 11 I See a tac led site plan 12 ISee a~!J' led site plan 13 ISee a lC led site plan 14 ISye a C led site plan No t,;oPY was (ell on-site. PSI did not monitor placement of material. Respectfully SUb~:edindllS L feSSion:L::~tr' In~ Raymond Ali~ertl J .J Project Manager Attached Site Plan 671 Density: General location fYl Wearing I 2679 Test Data #1 #2 ~ Avera:r.; Percent Required Density (PCF] Density (PCF Densi Co~~1ion c01f('on 140.2 139.8 140.0 142.8 142.4 I 142.5 93.0 92% 141.2 140.5 I 140.9 91.9 92% 139.8 139.8 I 139.8 91.3 92% 141.5 141.2 i 141.4 92.3 92% 141.0 140.4 I 140.7 91.8 92% 141.6 140.6 I 141.1 92.1 92% 140.8 142.3 I 141.6 92.4 92% 145.4 142.5 I 144.0 94.0 92% 144.6 144.7 I 144.7 94.4 92% 141.1 141.g I 141.5 92.4 92% 142.5 143.0 I 142.8 93.2 92% 140.7 140.3 I 140.5 91.7 92% 141.8 140.7 I 141.3 92.2 92% Average -:.~;t.~= cc: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rtJemdt@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 These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be .__._"'..__'" _..___~:_ &..11 ...l~"'_..~..""':....__ ___.l__l._..... A____.____ ........ .'._n'- I.' ., 1 l..~;lInfonnation ",~. .To Build On EllrJlneerlllrJ . ConsultJlIrJ . 7l>stIl1rJ ~ DAILY FIELD REPORT Date Performed: August 10, 2009 Report Number: 722-80173-229 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfieid, Oregon Building Permit No.: COM2008-00437 P.O. No.: P0272-334-0809 Type of Inspection: Earthwork Weather: Clear Field Observations and Comments PSI representative observed a proof roll of the failing area noted on PSI report dated 8/3/09 measuring 20'x25' at the east entry (see attached site plan). A loaded 10yd' dump truck was used to conduct the proof roll. Observed no defiection under the moving wheel loads as of this date. Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Su itted, ~si\1\ ice Indu iel10D ~AliPerti Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rbemdt@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 CLIENT QNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WlTHOIJT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley 51.. Springfield. OR 974n. Phone 541n46.9649. Fax 541n46-7163 l. ~s;lInfonnation ~ · To Build On ~..._.._ . Col.I -16_ . ~....., Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Placement Data: Light poles - 11 (eleven) Location Sampled At: Between roads 2nd south most Date Cast: 07/22/09 Date Ree'd: Ticket No.: IMiX No.: Weather: 3444767 2430N170VO 07/23/09 Cloudv Desil1n str,Jll1th (psI): COMPRESSION REPORT Project No.: 722-80173-223 Proj. Name: Thurston Elementary School Location: 7345 Thurston Road Springfield, Oregon Material: Concrete Yardage load: 1 Total: 9 Supplier: Knife River Slump (In.): ASTM C.43 Max., Aggr. Size: Air Content: ASTM C23' Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp IF): ~In Temo {FI: Specimen Alze: Unit Wel9ht (pel): ASTM C138 Time Cast: 10:30 AM Curing Conditions: Additives: N/Fly V-Mar3 (30-IV) Results Reported To: Contractor reaulred 3,000 Compressive Strength Data ASTM C39 olaced 3,000 Cylinder No. Field Cure (days) Test Dale Age (days) 09-1437 09-1438 09-1439 09-1440 7/29/2009 8/19/2009 8/19/2009 Hold 7 28 28 H Date: B.P. No.: P,O. No.: Cast By: Field Test Data 33/4" 3/4" 4.7% 73' 73' 4x8 ~ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax August 20, 2009 CCB#176269 to- 4~'1 P0272-334-0809 Devon Hovis ASTM lab Cure Diameter or Cross Sect Are.!! Cylinder WT. Compo Strength F t T *" Capping Method (days) Dimensions (0.1.) (Ibs.) Max. load (Ibs.) (psi) rac ure ype Test Time (Inches) C617-o3 C1231-o3 6 4.02 12.69 8.3 30,685 2,420 4 7:35 AM X 27 4.01 12.63 8.3 50,190 3,970 2 11:01 AM X 27 4.01 12.63 8.3 48,815 3,870 2 11:05AM X H 5 - Side fracLes (at lop of botlom) 3 - Columnar 4. Diagonal w no craCking at e~ds .. 1 - Cone (both ends) 2 - ConeNertlcal Cracks (one end) Remarks: cc: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@roberlsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield TIllS REPORT /s PROV/DED FOR THE INFOR~4A nON 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, /S PROHIBITED WITHOVT THE WRITTEN PERMISSION OF PROFESS/ONAL SERVICE INDUSTRIES