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Home My WebLink AboutMiscellaneous Field Test & Inspection Report 2009-7-31 lri'~" J Information 1.1':t!!:,:..~~I7b Build On li!!'ng1n..d,'fI . Con.u_... . ~&.., Client: Address: Malt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 :Placement Data: Bus Lane Curb COMPRESSION REPORT Project No.: 722-90101-29 P . N Maple Elementary School roJ. ame: Pl,lblic.lmprovement 2009 Location: 2109 J Street - S)?ringfield, Or'egon e,e- 4~o . . M'aterlar':" Concrete Location Sampled At: 14+35 ri9hl Date Cast: Ticket No.: 3444737 07/21/09 1~~3~~~2009 Clear Date Rec'd; 07/22/09 Weather: DesiQn StrenQth (psi): reouired 4.000 Cylinder No. Test Date Age (days) Field Cure Lab Cure (days) (days) 09-1415 7/28/2009 7 6 09-1416 8/18/2009 28 27 09-1417 8/18/2009 28 27 09-1418 Hold H H Yardage Load; 1 Total; 10 Supplier: Knife River Slump (in.); ASTM Ct43 Max. Aggr. Size: Air Content: A$TM C231 Air Temperature (F): Material Temp. (F): ASTM GlOM Max Temp (F): ~in ~e~~J~': Specimen Size: Unit Weight (pcl); ASTM C138 Time Cast: 8:35 AM . Additives: Results Reported To: Compressive Strength Data ASTM C39 olaced 4 000 ~ SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax July 31, 2009 CCB#176269 Date: B.P. No.: P.O. No.: Cast By: Pete Furlong Field Test Data 1" 3/4" 610 790 840 6r 4x8 Curing Conditions: ASTM Contractor Diameter or Cross Sect. Area Cylinder WT. Camp. Strength F t T .. Capping Method Dimensions (5.1.) (Ibs.) Max. Load (Ibs.) (psi) rac ure ype Test Time (Inches) C6n C1231 4.00 12.57 8.6 64,490 5,130 1 2:10 PM X .. 1 - Cone (bolh,ends) 2: ConeNe-rtlcal 'Cracks.(one end) 3. Columnar 4 _ Diagonal wIno cracking at ends Remarks: ' cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni City of Springfield - Denny Wright 5. Side frac_ures (af top of bottom) 6 - Top fractures (same as #5 but end of cylinder is painted) Res~fs::uIlY submitted, Pre I {Ana; ~/V1ice In~"Sfries, Inc. s!eJen /J/tte;_. Laboratory Supervisor These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc. l.ft iiif:ii.a. -lInformation I:!!~~. To Build On l!'ng" ,1'..1 .~.n.unsr SPRINGFIELD OFFICE COMPRESSION REPORT Client: Address: Springfield School District 525 Mill Street Springfield, OR 97477 Project No.: 722-80174-214 Proj. Name: Maple Elementary School Location: < 21_09 J ~treet Springfield, OR. Date:' B,P. No.: P.O. No.: Cast By: 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax July 31, 2009 CCB#176269 Cf>- '-\3'& P0271-255-0809 Pete Furlong Clear Yardage load: 2 Total: 10 Supplier: Knife River Slump (in,); ASTM Cf43 Max. Aggr. Size: Air Content: ASTM C231 Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo 1Ft Specimen'Size: Unit Weight (pcf); ASTM C13B Time Cast: 9:30 AM Additives: "Results Reported To: Field Test Data 11/4" 3/4" 4.1% 70" 79" 84" 67" 4x8 ,~ Placement Data: Curb in parking lot off J Street Material: Concrete Location Sampled At: West end of Parking lot Date Cast: 07/21/09 Ticket No.: Mix No.: 3444740 2436CE2009 Date Rec'd: 07/22/09 Weather: Curing Conditions: ASTM Contractor Design Strength (psi): required.4,OOO Cylinder No. . Test Date Age (days) Fjeld Cure Lab Cure (days) (days) 09-1419 7/28/2009 7 6 09-1420 8/18/2009 28 27 09-1421 8/18/2009 28 27 09-1422 H H H Remarks: Compressive Strength Data ASTM C39 Dlaced 4,000 Dfametl:lr or Dimensions '(inches) Cross Sect. Area Cylinder WT. (s.1.) (Ibs.) Max. load (Ibs.) Compo Strength Fracture Type .. Test Time (psi) Capping Method 4.02 12.69 8.7 C617-03 C123Hl3 55,525 4,380 2 2:04 PM x CC: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhcDnst.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 ,Respectfully Submitted, ~~es Industries. Inc. Raymond Aliperti Project Manager T'lUS 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 PARTYBY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. ri~.lInfonnation ll'!~. To Build On ...." , ,,' " '" . eon.utctng . 1lJaCIng FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: Matt Keenan Address; KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 Project No.: 722-90101-30 Project: Maple Elementary School P.ublic Ill,lprovement 2009 Project, 2109 J Street location: Springfield, Oregon Equipment: Troxler: 3430 SN: 61175 Date Performed: P.O. No.: B.P. No.; Technician: f5 lot 2-., Ke- 1040 - A Shelley Streel Springfield, Oregon 97477 (541)746.9649 - (541)746-7163 fax CCB #176269 July 30, 2009 C,8-Lli'3e:> 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 1y,"-0 01557. . Field Density Tests: Nuclear Method (ASTM D2922)I'ASTM D3017)(Standard Count: MS 706 DS 2822) Test No; Approximate Test Probe Wet Density Dry Density Percent Elev. Depth lBS/CU.FT. lBS/CU.FT. Moisture FRG 8" 150.4 142.8 5,3 FRG 1- 8" 147.5 141.4 4.3 FRG 8" 149.2 141.6 5.4 of base rock in the,locations listed above. Approximate Test location See attached map 2 See attached map 3 See attached map Tests performed at finished grade and below finished garde Tests were reported to Jeff with John Hyland Construction. Attached: Site Plans cc: .Springfield School District- Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects - Dave Guadagni . City of Springfield - Denny Wright . Percent Required. Compaction Compaction 97.8 95% Comments 97.0 95% Respectfully Sub . ted Professional Se ice Indusfries, Inc. C?~ ,.,.", - .. .".......~-- - , n/lS 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 BYANY MEANS EXCEPT IN FULL IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. 96.9 95% \ Raymond Allperti Project Manager J ".~~ , ::';"': ~ ~',I'~~'':~'7~''':<:.' ......._ ,_,_>\_~., ,'"JI''LO,,'-P\''':l-~-''' -,,-,~""'..- ........ /-:-. ~) I ~v.JC~'~E .:: I ';'SHEE'l" Ie"" . _ ,:'., .i" , . .,. "\' - ""',".' D rr.. .i~j\ ~,,'i,il; \":'11' "~}~~ ~i~:_fl~/]:, 5 fl - ~ "l.'c 111'10 '\' : . .'.>"' :' I; " :", ;~~_ i.' I, I 1 .< ~ /),11,'\/; L _, .Il {;;r; '.ell': ~II i}\ ' . l~!; l!) -- ',. I CID ; 1 :~~ ~, ,,_ I o..t i*~,~f:;'-; ", I. I ~ ~~~"... , . ill. rn i lID""" \~:Fjii t-l . 1 i'.-/- , =] In @i' Ii ~-j~'I:~~ "~~~/ I:-i\-: ~1 i .?'" ji. ..~.~ 1/ j :::;;:'" h: r ,," ,,,.'r'l ,'" : I I I ,@I i_@ o p , " ~~ II .~ I!! , II ; II' f ! " I' i " q..; . . . ~ . -\ .. I 1 J > 81 -.1 Ii j \ \ I I I 1i', --'1 L ,-I I I , . I I I I .--~ , 1\ . ~ ..., '" I' m m , ..., " I I: Lj \ 1\ 1 1\ , , II I ! : , ~ o I\:l (:) MAPLE ELEMENTARY SCHOOL """""""""""-'" 'J' STFEET AND 2'ST STREET PlAN o " " @ (i;@ e 81~ t rIV ;.~ g~ ,,~ .Z ! -!! l~ :1 '1 ia I,... ,_ ., -, o':';..~ ~I' -::~ _:: ::>~(, , Iii Q!' ~~ :~ ~ I "'_ ,!e ~i' ( ;~ l I l!.., II:!' I ~ ~I!;:" . J;:l ,l; :O~! ~~ \~ : ~ ;:~ ,:,,, I pi" 1 t'l ~~ li~ ji a .%~ ~ ~~ ~I! : g 'i~ _;:l ~ ',il I ji~__/i i!i!' .~~ ~ 'l~\ ;!il~BI ~~ ~ ~~ ~~~ ; ;~1\il~ ~a ~ n at!: i ;"Ci~'~ ;J'~ ~ ~~ ~ ": : "i" " ~ 'jl!1 5: ..~ 12 ': :., ii ; ..,.. -, -'" ~~l\~i i ~; "ii : ill'" "0' I ~ ,lil5 ,::!. ;;l _0' a I~~ iE IE Ql~ i 'Sia;:;~ ~~ ..'" I ' ~~~;.!e ~~ ! ~ ~Jl;2 ~ ~,. i!iS ; ~ i ~ ; 'i!; \...- r'~ )[R/J~;' ..,,'.,,-:...=~.., i ~~<f' ;"f~ . "'..... ~ . ~ J ~'. ~ ,., . E' iI ~. ~ ;. ,,"' ::r,; ~.:! ""~:.,- ( ... \ .... .." "".=-E ....-- 1-"-""-- -_.,,~. ..--"'~1 t! \ r ' , OJ _c~_J "J 0 , I -": "'-. . ':=-- ~ "H" STREET , !--- "HO STREET ;/7 , ~ . I it-- \'K '\1 ':;i~lil *..., I II ~~Q:: I ~ . II i:~: I ': ""I VI II * I~ Ii -i, ' I, ' ..; ,II 'I!' I! ~ \ \ I '\ I !I \1-_ !-1. I [I : ~I I : / I I u_ , -- : 1i 'I, ' -,G.~~_._. " ~---. I 'I' STREET ~ ~l~ II.rA . . . ~ . ~J~ IJ1! ''''''''1'' I ' \ ;. ,=' .,(fr::;- ;--, ,- I I, -!1 - -.---...-- ,----- ~ \ '1,.1< == . " ~__,"",~>I-=;tI~~~1:7:::'~. -".. ~ '\-'":;-.: ,~)J6i~-,....-:c ..:~;":,,y,,, :l~~'f.1r -- , ,"_- '_, ,I ,,'~ ~ [~'I "!' ~'j 1: Q. ,lr_ -I ~ *\ . -.:::)" , ,. " 'I' '" 'I':s! I .....,,' ,2!!"., ~,~ I .; -';1 ~I!: ," 'I . rrj ) I i t~ >ii' \ i ~ ; ~i. !I~' ": 'II" -" I! . , . _ 'I _ , !', ,=~.:,~', 1,\ -",-,,::~,..; ii" ',' ":"1 \'1 ~~ ", T\i'~1 H _ _ ,_,__, i,-""~', 'l.!~ .wI. , 'MATC .;SEE.l1.. . l(.-; .a h , I I: , , il i, I,' L"! . . ~ . .~f"<(;',... 1~~'-" ....".i"A PI\" PfRMIT ~ ,~ \:) ----. ..J }J y ( ~ c::: - c ~ ~ ~ ,..) r\ ;:! -i ~ ~ ~ -..l ~ y \ ~ C) o \ VJ o \A C? \)- -- ~ r ~ ~j ~ \) ~ -n j-f \ \ ...." C> L""~ ;ZInformation ",..,. .10 Build On Engineering. Consulting . Testing \1L DAILY FIELD REPORT' Date Performed: Client: July 30, 2009 Matt Keenan KPFF Consulting Engineers 1201 Oak Street, Suite 100 Eugene, OR 97401 Report Number: 722-90101-31 Project Name: Maple Elementary School Public Improvement 2009 2109 J Street Springfield, Oregon Project Location: c..e-~ PO No.: Type of Inspection: Site Observations Weather: Clear Field Observations and Comments As requested, a PSI representative was on site at Maple Eiementary School Public Improvements to perform density' test on the Bus Lane off J Street. Density test were taken between 14+50 and 17+00, All density tests are listed on a separate report. 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: Pete Furlong CCB #176269 ,If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Sub I ed, 0e:Si~~.s\e Ice Industnes Inc lJUNW. - Q L1~ Raymond Aliperti Project Manager ce: Springfield School District C 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 Af':JY MEANS, EXCEPT IN FULL, WfTHOUT THE WRITTEN PERMJSSJON OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service In~ustries, Inc.. 1040-A Shelley Street .'Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 lrfa ~ ;ZInfonnation ",~. .TO Build On Engineering . Consulting . Testing ~ DAILY FIELD REPORT Date Performed: July 24, 2009 Report Number: 722-90101-27 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 e,e-l.\ ~ P.O. No.: Permit No.: 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: Drive way off J Street (See attached Map). Concrete was placed by truck and hand consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. 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. Tv"e of M"teri~ Supplier Mix# Slump Air Content Ambient Temperature MaterialTemperature Time Placed Design Strength (pSi) Number of Samples Total Yardaqe Placed Inspector: Pete Furlong CCB# 176269 Set #1 Knife River 2435CE2009 1" 4.0% 51' 79' 8:35 AM 3,500 4 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. I aymond All erti Project Manager tries, Inc. (16) ) Attached: Site Plans cc: Springfield School District - Bill Hirsch John Hyland Construction - Jeff Durmaj Robertson Sherwood Architects C Dave Guadagni City of Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE fNFORMA 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 INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc, . 1 040-A Shelley Stre~t. Springfield, OR 97477. Phone 541f746-9649. Fax 541f746-7~63 l"~;1: Information ,.,~. .To Build On Engineering. Consulting. Testing ~ DAILY FIELD REPORT 722-90101-26 Maple Elementary School Public Improvement 2009 2109 J Street Springfield, OregDn' Clear Field Observations and Comments A PSI representative was Dn site at Maple Public Improvements tDperfDrm CDncrete test Dn curb. Drive ways and side walks and transitiDn strip. All test are listed Dn a separate report. See attached map fDr IDcatiDns, TD the best Df our knDwledge, the work inspected above was in accordance with the building department apprDved design drawings, specifications and applicable workmanship provisions of the InternatiDnal Building Codes. Inspector: Pete Furlong CCB #176269 If YDU have any questiDns regarding this repDrt, please feel free tD cDntact us at 541-746-9649. Respectfully su:~tted, D::?:~ ;i"1~~). RaymDnd Aliperti . Project Manager Attached: Site Plans cc: Springfield SchDol District - Bill Hirsch ,John Hyland.CDnstructiDn - JeffDurmaj RDbertsDn SherwDDd Architects - Dave Guadagni City Df Springfield - Denny Wright THIS REPORT IS PROVIDED FOR THE INFORMA r/QN 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 ....... l rta~;1 Information ,.,~. .To Build On Engineering . Consulting . Testing -~ DAILY FIELD REPORT Date Performed: July 21, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-211 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR Project Location: B.P. No,: Type of Inspection: COM 2008-00438 Concrete P.Q, No.:! Weather: . P0271-255-0809 Clear Field Observations and Comments As directed by Contractor, continuous inspection during placement of concrete was not required at the following locations: curb in parking lot off J Street and west end of parking lot. Concrete was placed by curb machine and mechanically consolidated. Cast one (1) set offour (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed, 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. Illn.. of M~ 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 11/4" 4.1% 70' 79' 9:30 AM 4,000 4 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, PK;t{J ~t Industries, Inc. Raymond AIiP~ Project Manager c: KPFF - ugo,costa@kpff,com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead,us Mahlum - rberndt@mahlum.com Robertson/Sherwood Architects - dguadag'ni@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 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, /S PROHIBITED. Professional Service Industries, Ine,. 1040-A Shelley Street. Springfield, OR 97477. Phone 541(746-9649. Fax 541f746-7163 l ~ r- ;ZInjonnation ,.,~. .To Build On Engineering. Consulting . Testing '{9-- DAIL Y FIELD REPORT Date Performed: July 15, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80174-209 Client: Project Name: Maple Elementary School 2109 J Street Springfield, OR 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 A PSI representative was on site at Maple School to perform a proof roll on subgrade on play ground. The proof roll was conducted using a tandem aXleddlJmp truck weighing approximately 50,000 Ibs. There was pumping and rutting indicating a soft base. The area rutting and pumping is 51' south of play structure and 45' west of play structure. PSI recommended that the area be over excavated 6" and Geo Fabric placed with 12" of rock to cover. PSI also recommended that no wheeled vehicles be allowed on racked area. 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: Pete Furlong CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully SLibmi l);t7 riet~ (\) Raymond Aliperti Project Manager cc; KPFF - ugo.costa@kpff.com Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates - doug@milstead.us Mahlum - rberndt@mahium.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 TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND (TS TRANSMllTAL 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 ~7477-. Phone 541/746-9649. Fax 5411746~7163 ~'1I'l h"",-'-_"" -,,-j"T \:;'. -.:'".....,..-.,.,.., ,,'.L"~Ar..li "cL.~;;.,..~lj.. ,____._ . Bt:. "l:lllioo...-.I/I!.. ., . 1iJ.I'.,;;;;;J/l' ,'~ Q, i',,' U-" c;-.....,,,,... lOv/.!.W 1. ~..'q.'l>(...,....".. ,.:''' ~ 1 [14(' -~, Srlelley Stt2e', Sorjngfielc, Oregon 97477 (541)746-9649 - (541)746-7163 ta, CCB#176269 ~ Date: Client Address July 15, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 ASPHALTIC CONCRETE REPORT Project No. 722-80174-210 Project Name , ,Maple Elementary School Address ' 2109 J Street L, Springfletd; OR . Weather Overcast Job No.: Page No. Technician P0271-255-0809 1 of 2 Pete Furlong ~ i: t.'O -'-\3'0 Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction ASTM 02950 Performed: 15, Supplier: Egge .Rice supplied by Supplier Model 3430ISN: 30016 IDate Calibrated: Calibrated by PSI Mix Tvpe: Level 2 C Mix Standard Counts: Count Rate: , Meth.Meas. Moisture: ( 671 Density: 2274 Test Type: Technician: Pete Furlong Wearing Thickness: 2)1," #1 #2 j Average I Percent Required Test # Individual Test Location Density (PCF) Density (PCF Density Compaction Compaction 1 See Attached Map 143,5 I 142.,1 142.8 93.2 90-92% 2 I See Attached Map 1 139.9 I 142.8 141.4 92.2 90-92% 3 I See Attached Map 1 140.7 I 139,5 140.1 91.4 90-92 % 4 I See Attached Map I 140.4 I 141.5 141.0 I 91.9 90-92% 5 I See Attached Map I 144.7 i 144.9 144.8 I 94.5 I 90-92% 6 See Attached Map 1 139.5 I 140,2 139.9 I 91.2 I 90-92% 7 I See Attached Map I 144,1 I 143.2 143.7 I 93.7 I 90-92 % ' 8 I See Attached Map I 143.0 I 142.4 142.7 I 93.1 I 90-92% 9 I See Attached Map 1 144.9 I 144.2 144.6 I 94.3 I 90-92 % 10 I See Attached Map I 144.7 I 142.1 143.4 I 93.5 I 90-92% 11 I See Attached Map 1 143.6 I 144.0 143.8 I 93.8 I 90-92% 12 I See Attached Map I 140,3 I 139.9 140.1 I 91.4 I 90-92% 13 I See Attached Map I 140.6 i 141,7 141,2 I 92.1 I 90-92% 14 I See Attached Map I 141.5 I 142.1 141.8 1 92.5 I 90-92% 15 I See Attached Map 1 144.5 I 144.3 .144.4 94.2 .1 90-92% 16 ISee Attached Map I 144.0 I 144.4 144.2 94.1 I 90.92% 17 I See Attached Map 1 142.9 1 143.7 143.3 I 93.5 I 90-92% 18 I See Attached Map I 143.2 I 141.9 142.6 I 93.0 I 90-92% 19 I See Attached Map I, 144.0 ' I 143.4 143.7 I 93.7 I 90-92% 20 ISee Attached Map I 143.8 I 142,8 143.3 I .93.5 I 90-92% 21 ISee Attached Map I 141.6 I 140.6 141.1 I 92.0 I 90-92% 22 ISee Attached Map I 141.4 1 141.4 141.4 1 92.2 I 90-92% 23 ISee Attached Map I 140.3 I 141.6 141,0 I 91.9 I 90-92% ~_..- .~- -,. -- -- -"_.- .,-- .- Thes~ results relate only to the specific samples tested and may not be indicative of other locations. This report :-.i:l.l~.::.. 1\1:" Page No, ~'=::::-S(:~~~-~.I~: :2'of 2 24 See Attached Map 25 See Attached Map 26 See Attached Map 27 ISee Attached Map' No t,;opy was lelt on-srte. PSI did not monitor placement of material. Lift Thickness = 3 Parking Stalls 144.5 141.3 142,9 93.2 90-92% 142.6 141.9 142.3 92.8 90-92% 140.1 141.3 140.7 91.8 90-92% 1404 141.9 141.2 92.1 90-92% Average 92.1$ Respectfully submitted, Tttl,a/~etf/T1;S /~c. Raymond Aliperti Project Manager Attachment: 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 Springfieid 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 . , . ~ _.!....J, j I. I , ! r I I I I 1 I: I L I 'I I 1 I , I I I 1 I 1 I 1 I I , I d.1 'I I I ,I i . , '. f, CJ -=-:..., ,,_L,~-------:_,_ _ _'\ ' .. ',,~ "~I '~ i~ !i .; i~~ i, 'f! _I' ' I~, I" I' '\1 I" I I I . 1,21, I, /f/-i:'I': I "' "i' ,I_""~, II' ~ ! "''Hn-' ~' I - , I" Ii / !I.- ': I I " , . {I ~. I (') ., II ' ~ , I li~i1 i'-!' -, ,~n 1 'I'lr 1; : i H1 en", _I ('49 @\~{I' Q))'\" V 1, - 'll Fj - ',"D m"'-~1 b)! c{ ~~) Idrpi ~\ '')Y'';" -~-, ,:!;' (,(!r d' .'.' ~;. ! i), I~ 'OJ I' / ")!:'fl~IJi I~, ~~" ~ "j~~.. r ~ ~ j I ~ I I [. "'~ "...... -"": li ~\ ' 1.,= = : ~ n ,i i ", '. ,", , , ~ Is -- , ...L ,: uc- "' , "', .....1 I ~, ", "")" '''', ',' , .'" .. " , ~ i ~i ,l\)>I; 1 ; ''. I, " , :,,: , ' '", , I g d'l" , '" '"" n: '/ I I , II I, .2~-r ~ g:"'.. JI "~ III' 0', 1 , IJl ; ~, ; 'I ' /1 [' '~' :~ [1' 11/ ~j "I , _ I" ~ "III '/, ' ' " , , ,', " , 'eI '" ' I '", " """", I I ~ I ' .; i JI~ '~. ~:' 0 .. . ,I \\1, III . I ~.::-. -"," "Y , , II' ~_.:.\) n._" ") ~ (;) , I .. '.. ',_ '," ,;-".~, Dill/ I' t !~ffi1! 'I~'~ :I!, , t "~,. -i-~rI' ~ ,11 '~:' -,'~, ... ' "I~I~~:::c-=-= ' " '- I , ,.=c~ I " It", <_ --;ce.- :: '\0~"~CC~-f~~' .' "'-';3If::7 : i' i \/~,J_' :.- - T1L~ Ff\Pfk f21y!e: m ( '; /~~ I S- ,oe, :'] ~ , ) r , r J o o D \ I I ","'-'- i)> '8 8888, ~ ~ Sl ! ~ ,.. ~ il ~ ... ~ z ~ .. ~ ~ ; ~ i ~ ~ ~ ~ ~ '~ ~ ;. t:; ,$; ~ ::1 ~ ~ ~ ~ B !:l ~ );l ..:: ~ ~ ,~ ~ ~ . --l.l~-~~:.r ~ i ;E ~ , ' ~. ~ t~=...I.. ;..,u'._,..~. ..,C-. -,,' - A.;~,6," ..ro:-"j'..'! '''_, ........1:. ,.:.---:-'~~'; .ToBuiid On . -........,"".- """ .. :,1,~.i!2:. ::-.:."i.': SpringileJe., :rregon 974ii {541}74f,.964S. (541)746-7163 tax CCB#176269 \~ Date: Client Address July 15. 2009 Springfield School District 525 Mill Street Springfield, OR 97477 ASPHALTIC CONCRETE REPORT Project No. 722-80174-208 Project Name Maple Elementary School Address (2109'J 5t;;et . Springfield,OR BP ce-u.~ Weather Overcast Job No.; Page No. Technician P0271-255-0809 10f2 Pete Furlong Test Method for Density of Bituminous Concrete In-Place by Nuclear Methods Report of Asphalt Compaction , , '" " " ,ASTM D2950,lDatePerformed:Jul't 14,2009) ;;Hi,~trfl.3~5aj?,(.:~,b.~W:rmi{gf~Material!Datalth10[Q;j1fjfffi)~~~%.r;:i1ir~~T"~~-wl~i\:~~~:~~:Z~~4bTestjln-strume'nfi~~:S~~;~h;,-~i:v.'!'l4 Supplier: Egge 'Rice supplied by Supplier Troxler Model 3430ISN: 30016 Date Calibrated: ~alibrated by PSI Standard Counts: Count Rate: I Moisture: 662 Density: Mix Type: Meth.Meas. I Test Type: I Marshall Technician: Ipete Furlong 153.3J IX lWearing Thickness: 2}S.M ~~:11i.~.i~~w$:~;tEl-~'ll;~:l:~~t~'5.~&;<'Ffii~:~nest;Data~i~}of*Ufu~~~G~~;%~~~'_tfr~~t9i~~Y1f't~_~~l":~1 level 2 C Mix 2265 Test # Individual Test Location I #1 I #2 Average Percent I Required Density (PCF) Density (PCF: Density Compaction Compaction 144.8 143.1 144.0 93.9 I 90-92% 139.6 140,6 140.1 91.4 I 90-92% 141.0 '142.0 141,5 92.3 I 90-92'% 142.4 142,0 142.2 92.8 I 90-92% 144.3 142.5 143.4 93.5 I 90-92% 145.0 145.7 145.4 ,94.8 I 90-92% 140.1 140.6 140.4 I '91.6 I 90-92% 142.2 143.8 143.0 I 93.3 I 90-92% 144.1 142,7 143.4 I 93,5 90-92% 142.3 142.3 142.3 I 92.8 90-92% 140.5 139,3 139.9 I 91.3 90-92% 140.4 140.3 140.4 I 91.6 90-92% 140.1 141.8 141.0 I 91,9 I 90-92% 140.4 142.9 141.7 I 92.4 I 90-92% 143.0 145,2 144.1 I 94.0 I 90-92% 144.4 144.3 144.4 I 94.2 I 90-92% 142.1 140.4 141.3 I 92.1 I 90.92% 144.3 144.5 144.4 I 94.2 I 90-92% 140.3 143,7 142.0 I 92,6 I 90-92% 143.4 142.9 143.2 I 93.4 I 90-92% 140,3 141.1 140.7 I 91.8 I 90-92% 143.5 143.6 143.6 I 93.6 I 90-92% 142,6 141,9 142.3 I 92.8 I 90-92% Average I 92.9 ~ 1 See Attached Map 2 See Attached Map 3 I See Attached Map 4 I See Attached Map 5' ISee Attached Map 6 I See Attached Map 7 I See Attached Map 8 See Attached Map 9 I See Attached Map 10 I See Attached 'Map 11 I See Attached Map 12 I See Attached Map 13 I See Attached Map 14 ISee Attached Map 15 I See Attached Map 16 I See Attached Map 17 I See Attached Map 18 ISee Attached Map 19 I See Attached Map 20 I See Attached Map 21 ISee Attached Map 22 I See Attached Map 23 I See Attached Map NO (,;opy was len on-slle, PSI.did not monitor placement of material. Lift Thickness = 3 Parking Stalls Respectfully submitted, pr~, / srJi./ndustrieS, Inc. Raymon~ AliPe~ Project Manager cc: KPFF - ugo.costa@kpff.com Hyland Construction - jeffdunnaj@jhconst.com Milstead & Associates - doug@milstead,us Mahlum - rbemdt@mahlum,com Robertson/Sherwood Arc~itects -dguadagni@ro.bertsons,l1,erwo()d.corr Springfieid School District - jsaracen@sps.lane.edu . Yolanda Bird. yolanda.bird@sps.lane.edu City of Springfield Attachment: Site Plans These results relate oniy to the specific samples tested and may not be Indicative of other locations. This report cannot be - . ... .. SEE SHEET C-132-M \~~I-=~~ /;";,a<r. 1<111'157.20 ~l [\:~~ fi /""v- -", ff=468.00 ~'~-'\ l.--.~- I /',~r"" '\), :"',", =. _, _-7--'~" -'\~ f' I ~__,_-=:-.:_-._._--------.\:;:l.- rv1'~' \,;.:~:~~ / 1 ~ 116;> ,C_'~1 ~a I ............ , HlTR~NC n _<l;~B FF=:468.00 FC~'67.7a/ _" ~r j ,y/ ~-,"~ II II..J, I ,,};;;-~I 1: co_."" ...,. IIII _-=--_ r- '~6~ I,' /IMCK"liAT OUllDINC SWLE I I \ . .'2:~-:::- ~ ,,,".,,, r.-00 :1\1 ,,_,~_~,:"_:.";~:)' .~ ',.', -,;; /, ,,:" 0,'" " ""':" i ',' '., ~~~=_""'--- C______O ,....Cb'r; , =~I .___"_ FC,'61.~Q .' I A/ ' l---------l --. -----.;:::- =- 4G6-=---- ~ /_~ ::.' , '\."."." \ _ _ "_",,, ","'00 -~-,. - '/~ E'''' "';::::... ';,....,,, J'-: . J' ,',',!/ . (, __...". ,. , . =---. -, I ~. '~~ ~_ . ." ,>e'"'' 'i /"-~ "_'''H~lli "" I ".. :~"". ~~' .~l,!i_o= ~ w...::~' -",,,_.,,,,'1 , .~ " I ;:;7 d(0"~~~~=~ill ~~, I::I! .__" ,"'9<06,6 ~ TP_.r-J I' __'_~__~ _,: /' 1I'~.e6a7,\ j.;.~ I J~_~96 III \ I ____' 1P_~65 II'! lP~.6~.1I ) ","~"' " :::::.~ '.: /._.."; / ,//;1 ",~.""ill",' /I 'I ,,- ,~"...." ~ --",-- . '_. ,". ~ "',,;...... · '. k~~-..."J ~~_...., I ( - ~-..".;', '---- . , . lE.:ill.O~ ---" I ~.~~~ - .. ,- :,'':1' .."'"",,,/ . ~_m" -0-1---1- /U1) --.l (I ',- '~Ii - '-l '1 ~: l I I /: '1-/- -1~iT ~,,------J i; ,.' /--_. _.~ JI'--I~___L;- I' ...--Y . ' ~L _ __ _ ---1- \ ........ ; '-0) --~- __2"; Tl'_4E7.i6 1-<>--1 _ _ "",,,_2X . ,,1P_'~5 5~ ~ ~ o o o ~ -~ ] " '----r .....J ,-1-'-- - .r-=-=- " I r- 8 EIlO-SVl"lE. 5[[On~lll/c-:.ill-" CD It<tILTAAlIONCOt<>'EY>>IC[ 5"J\~[ 5,([O(l.lL11, o GRWI..(;D[l/O,.IL.SE[DET....L~ic-1J5-t.l 0) GRAOlH<l'0E1All.-.S[[DET"''-:J~c-iJs-". 8.0 GR.-DltJ...Of:!....L.5[[(lt:TAlL 4/c_.1J~_U I i ~.:-~~0 ,I I , NFG.iH2] . I ,.~-- .........-;. . ______. :! fG_46l50 '1 . I d-.d-. -g 0 Ii c; I m4flG-- 5Gh(!:Jo( rCf vlevt.1 l.-of J 7 - t l{c 0 1 l. :1 . ( D D L_ SEE SHEET C-132-M _ _ --1-1 -1[:=- - -:",,;:- - if--';':3~='=j~~~~ ~,"':. II;; l~ ~~- /- \ ---//--;- 't' \,.. . . I I,': -....... )J .<~ ./ ). .-" ,Ii' 71 I( II' ~4' ______- ,------~': :, "',.,,,,, '~', I /' '.cr":lz '\~ /--- --~---'7 ~"'6800 , Ri.'\_, ____..______.1 -, --2"" / .....1 :'\..,___ -__ ~, _~_ _____,\,;1; .' \~0 _~-.....l. ~~, ,,~.,,~ -G~~~:1~~ " ~ fC3;~7,501 e __~" J I \ lP~467.~e j-a-j HlTRMICE f~~:::~:/tl/'~; -_ _____~___ TP~46798 FF=46B.OO ~ENTR^,'CE 'I /', 2.0.0: I ~a I Il.1 J""j;;~lr"~- F r~...,-! / : '~'~-/'~..;"' I-C;Y/~'I:L-C~-C_~ ':;, :::~::~::.'_o_" ,~--~-----"-j \ / ~" " III '" -....:~-==~~-_~<<.6~ ~ , I'-~" / ,I I-f -- -.: ~I.l /'?"67,"",\ LA..-- . J\...JI~ l'F'~'~71~~ IJ\:::::;:' TP_46669 .,,,_'65&1 _. :.~ ~ ~, W-.o., .. \ & W_" ~ ~ ""'-'~6~ - ~_2~ ~ ~."-,, 'l- ~"~;>i:::~~/ - -:~'-6655f O_S"-rr/o:: TP_,.s,/l." ~ TP_'/l.6G7, HI' ~ ----.., ~ I ~ ~ ~ ~ 1P~'677' lP_<<;6~1~TP_468~O ~1 ...F-40.LQ! ~~ "I 8U /' ~ l----~.. w.:, rr;." (C:-._ ---- ; /' ~ ~lP_.65n ~ If ~ ~ :~~ ~ --to ' ~ -. T I "~ ~T:' ~-~ . -. ... . :--- . .. J "-",,, "~\I.2'''''':.-=-I---1-------=--------=-=-:''- - - ' -L:-r -;;::9~/ . W_<61i9Jo L-...-J ---------- r- iED)- -.-11 ' 0 ' ~ II L I~ ! II M ~l -- -- -'J 'i .... :, ~ ",n:-~"'~lf ---'\' ',00"'0'''''1 _n ,i . I o D ~ L. -I c, [ L...-r '- t_.J " ri---. - -- - - - -- -- ----~----------- rG.,U,M o D. o CD CD 8 &0 ElI0-~W"lL 5El QU,,'L 1/~-=i1' 1I<,"LtR;..llON co.."",y..,.Cf 51'1Al" S~( onM. 12,. l;R~""C 0(11111._ 5EE OE1..... 2jC-IJ::'-N. GRADING OE:l....L S(E DE'....l :l/C-'JfI-" GRADING OETAIl-. SEE OiT....~ "/C_lJ~_l.I I ~ ~''''l''' " " ^_ ~""e-.IlIr(,:H1f'i:1.u:m ,-',' ,riJiI!" 'r: . .'" t':':.... .",., loBww On 2Ir$I..., - ....."".,: ..~...~ <: :,4\ . I., Snellf': Su!:!e: Springjielcl, Dregor; 974i7 (541)746-9649-(5411746-7163 fax CCB#176269 " ~ Date: Client Address July 9, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 ASPHALTIC CONCRETE REpORT Project No. 722-80174-207, Project Name _ Maple Eleme~!ary School Address ' 2109 J Street , Springfleld:OR c5- 438 Job No.: Page No. Technician P0271-255-0809 10f2 . Pete Furlong Weather Overcast Test Method for Density of Bituminous Concrete In-Place by Nuclear\Methods Report of Asphalt Compaction . ASTM 02950 Performed: 9, Supplier: Egge "Rice supplied by Supplier Model 34301 SN: 39210 I Date Calibrated: Calibrated by PSi Mix Type: Level 2 C Mix I Standard Counts: Count'Rate: Meth.Meas. Moisture: 635 Density: 2576 Test Type: I , Marshall Technician: Pete Furlong ,153.2 Base Thickness: 2" I #1' #2 Average I Percent I Required Test # Individual Test Location Density (PCF) Density (PCFi Density : Compaction Compaction 1 See Attached Map 142.3 141.7 142.0 92,7 90-92% '2 See Attached Map 143.2 142.3 142,8 93,2 90-92% 3 See Attached Map 141.6 142.7 142.2 92,8 90-92% 4 See Attached Map .141.6 141.2 141.4 92.3 90-92% 5 I See Attached Map 139.6 139.3 139.5 91.0 90-92% 6 I See Attached Map 139,7 139.3 139.5 91.1 90-92% 7 I See Attached Map 141.4 140.7 141.1 92,1 90-92% 8 See Attached Map 139,8 139.4 139,6 91.1 90-92% '9 See Attached Map 142.0 142.6 142.3 92.9 90-92% 10 See Attached Map 144.0 143,3 143.7 93.8 90-92% 11 I See Attached Map 143.7 145.2 144,5 94,3 90-92% ; 12 See Attached Map 141.6 141.4 141.5 92.4 90-92% 13 See Attached Map 140,1 .140.4 140,3 91.5 ' 90-92% 14 See Attached Map 141.4' 140.5 . 141.0 92.0 90-92% 15 ' I See Attached Map 139.6 139.5 139.6 91,1 90-92% 16 I See Attached Map 142.0 142.0 142,0 92.7 90-92% 17 I See Attached Map 140.9 140,5 140.7 91.8 ' 90~92% 18 I See Attached Map 140,0 141.2 140,6 91.8 90-92% 19 I See Attached Map 141.8 142.9 142.4 92.9 90-92% 20 I See Attached Map' 141.5 140.9 141.2. 92.2 ,90-92% . 21 I See Attached Map 139.9 140.0 140.0 91.4 I 90-92% 22 ISee Attached Map 144.6 142,5 143.6 93.7 90-92% 23 ISee Attached Map 140.3 141.4 140.9 91.9 90-92% 24 I See Attached Map 143.7 144.5 . 144,1 94.1 90-92% --..--RECE-IVElJ...' AUG 05 2009 These results relate only tathe specific samples tested and.may not be indicative of other locations. This report _____~ 1.._ _____..J, ,_~....I ..."..............+:... 1:. dl ...:+........,,+ ..,..i++""... ....a...........ieei....... h" DI"r.foceinn~1 _c::.p~\firp.ln{'lll~tripc: In/"'. . . Proje:::::, Nc. Page No. 722-80"174-207 2 of 2 25 See Attached Map 26 See Attached Map 27 See Attached Map 28 See Attached Map 29 See Attached Map 30 See Attached Map NO Copy was lert on-site. PSI did not monitor placement of material. Lift Thickness = 2" 142.1 141.4 141.8 92,5 90-92% ,145.6 144.4 145.0 94.6 90-92% 144.6 142,0 143.3 93.5 90-92% 143.7 143.7 143.7 II 93.8 90-92% 143,7 142.7 143.2 I 93.5 90-92% 140.6 .141.1 140.9 I' 91.9 90-92% Average 92.6 Respectfully submitted, ~s~nCi1ervice Industries, lnc. Raymond AliPert~ Project Manager Attached Map with Specific Test Locations cc: KPFF - ugo.costa@kpff.com , Hyland Construction - jeffdurmaj@jhconst.com Milstead & Associates ~ doug@miisiead.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 othEir locations. This report "".........."'+ h... .."'......."',..1, ,...."",..{ ""v....o....+ i....'f, .II ,./ith;.., ,t u,..ittol"> nCl..mit::'~il"ln h\'/Dl"l"lf.a~c:it'\n~l.C:.an/if't:l Inrll.c:tI"iPc: ln~ [ r ] , "- ii i~! ~ .., ~,I, i ' \ · I ! f J l! : ,II I' ',]-_.. "~ . V-;:::;;;;:::;:-li ',. ,. '"\''' ",. '" '"I " .,' "Ii : -.0, , I I .I ;/ III , I I I I I I I I I ! L I 1 I I I I I I I I I I I I I I / I I I I I I I D o ~ ~ Iln ~ N m :. 0 J' 1m ~ . 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