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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-8-29 DAILY FIELD REPORT l I! RECEIVED AUG 2 9 2008 FINANCE 1\ccnl iNTS PAYABLE " ,\ l..~., Information "'~.lTo Build On ' Engineering. Consulting . Testing Date Performed: July 10, 2008 John Saraceno Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722-80177-1 A3 - Academy of Arts & Academics 615 Main Street Springfield, Oregon Client: Project Name: Project Location: B.P. No.: Type of Inspection: Soils Observation - C'''6 - )''f 5 Weather: Clear Field Observations and Comments As requested, met orl-site with Lee Construction and Professiorlal Underground Service to observe a proof roll on the east half of the building pad. The proof roll conducted approximately 24 inches below existing grade using a fully loaded tandem axle dump truck weighing 50,000 pounds. Deflection (pumpirlg) and wheel tracking (rutting) occurred, indicating a soft unstable subgrade at this time. After reviewirlg the soils report prepared by Branch Engineering dated January 14, 2008 and the project specification book, the site requires a 12 irlch structure of structural fill, over Jain by 12-18 irlches of granular fill, over lain by 2 inches of sand. In order to provide this structure the existing grade will need to be over excavated an additional 14 inches. This additionaL excavation should remove arlY undocumented fill that was observed in the soils report as well as remove the soft material rloted above. PSI recommends observing the subgrade following the additional excavation and prior to placement of crushed rock. The soils report also states that the subgrade shall be covered with a geotextile separation fabric but the specification book does not mention this. The contractor is going to get clarification on this. Also rlote that the first 12 inches of structural fill is supposed to be a granular fill with a nominal aggregate size of 3 inches. PSI spoke to Mr. Ron Derrick with Branch Engineering and both PSI and Branch Engineering agree that sand (bar run) gravel' with a normal aggregate size of 4 to 6 inches could also be used. Contractor was asked 10 notify our office when additional services are needed. Inspector: Raymond Aliperti CCB. #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitled, 1)~t-~r~"~ David Smith Branch Manager \....., c: City of Springfield Lee Construction Branch Engirleering , SDlarc Architecture, Professional Underground Service .,' " ." 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 541/746c9649 . Fax 541/746-7163 ,..,~, i......_ \,,-_ ',,"n' l ~~?;fjllr!/br~nation ~... ~" .To BUIld On fi!!ngln#..../ng . eon.46/UnJ1 . l.....Ung Client: Address: Le8 COIislruclion PO Dox 10376 EII~I&lle, OR 97'in I COMPRESSION REPORT Project No.: 722-80177-'15 Proj. Name: A3 - Academy of Arts & Academics Location: 615 Main Street Springfield, Oregon , , :1 SPRINGFIELD OFFICE , I 1040 - A Shelley Street I . Springfield, Or\,90n 97477 (541)746-9649 - (541)746-7163 fax Dale: Selllemller 2,211081 CCB#176269 " B.P. No.: I' P.O. No.: Cast By: Glenn Meeks JR : Placement Dat<l: Dance studio Sled"j 1m grade! fO/J1inU "Material: Concrete Field Test Data 4314" '1112" Locatio"n Samplt:d AI: ~()olings clllcl sl~lli tJn orade at \:vest side or dance sludio Oi'.te Cast: fJfl/22f08 I Oak Rec'd: 08/23/08 Ticket Uo.: IMhiJe-,.: IW8"lIiGr: JJf2"!1fF _ _ '!~J_r.llL5~()O.." a- ParUyCI91idy . De~ign Stre'!\E'!,jpsi):. C'IlimJ..:;r Nu. 118,2'1711 118-2171 OB-2:172 required 4,000 TL':sl Date Field Gille (days) L<lb Cure (d<lYS) Yardage 2 10 / 73 3/4 :Slump (ill.): ASTM C /43". Max. Aggr. Size: ;Air Content: ASTM C23/ Air Temperature (F): 'Material Temp. (F): ASTMC/064 Max Temp IF): :Min.:!.~r:'~~ (F\: Specimen Size: 'Unit Weight (pef): ASn! C138 Time Cast: 7:50 AM Additives: Results Reported To: Contractor Curing Conditions: ASTM' Load: Total: Supplier: Knife River Compressive Strength Data ASTM C39 placed 4,000 50' 70' 6xl2 Diameter or Cross Sect. Areil Cylinder WT. Camp. Strength Dimensions Max. Load (Ibs.) Fracture Type *' TestTime (inches) (s;L) (Ibs.) (psi) 6.00 28.27 29.6 98,310 3,480 3 8:26 AM 6 27 27 I . . I Side fractlJ~es Jal19P of bollom) A!J8(days) 1J/2Q/2008 !II1'J/2008 '( 21.3 1)><-2173 Ilokl 1-11 H Hj _ Cone (\;0'111 Gnils) 2-- ConeNi,-j-licaf Crack"s- (clne 'erldj 3 - Cohmmar Remarks: c: ~)/I 0/2008 28 II 6 - Top Fracl\'lres {sameas #S-but -end of cylin;!er i's-iloi_flledi R~S1~~:fllIIY SL:1,1,~~~ed, ;!'. P, I\:OiIJr~S Il1dllstne~, Inc. Seven E. Wi icier , Laboratory Supervisor 4 - Dia-~onalw no craldng-alen'( s 5- 'j! ! ! .1 ! -~ - Ccirrlirlg Method ., C617-0J: I I CI2Jl.0J x Cily of Springfield Spciligfield Schor!1 District - Jolm Saraceno B(C1fldl Enoineering 8.',1:::11'(; ArchileclllfB Prc,ft',ssional UnrlEdgrol.lnd Service ..- , i'llI$ REPOR r I~~. r)I~1 ,\ :i-IED FOR THE IN~'~JR^14 nON OF JIIE Cl.iENT ONL 'r'. n-IE REPRODUCTION OF THiS REPORT BY ANY AlETf-lOD, AND Irs TRANSMITTAL TO A TfIlRD PARTY BY ANY "'lEANS EXCEPT IN FULL. i5 PROl1/E3nED \ \'/1 liOl;n TJIE WRITTEN FERhllSSION OF PROFESSIONAL SERVICE INDUSTRIES, I Ijjfii1f2f:z7il~Y~~Zl il!.II{1In...,.,..U 0 ConJuilUng . l....Ung Client: Address: Lee Construction I"D 13,"10376 1::lIoelle, OR 97411'1 COMPRESSION REPORT. Project No.: 722-80177-9 Proj. Name: A3 - Academy of Arts & Academics Location: 615 Main Street Springfield, Oregon - --"'--~". .._.-,.~- ....-..---- Placement Dala: rJlaterial: Concrete Frjotings and SI{:iIJ on Grade nnrth of Dance Room and Front Footing P8 Location Sampled ,c..I: O~te Cast: Tir.liel No.: 3161417 113/'15/08 IMiA no.: 2'L'lnl'105000 Date Rec'd: Weather; 08/19/08 Clear Desirln Slren,jth (psi): C'vlinder No. 08-2059 OB-2tJ60 nfi~206:J OH-2()62 required 4,000 It::;iDale 6/22/2008 '.Ji I ?/2008 ~)/I ~/2008 1,1 -- _._._..,.~.._-...",...~,...".,._-,-"".",... :+ I - Cone (bo!h ellds) 2 - ConeNerti,:al Cracks(one en-d) Remarks: c: 3- --Coflunnar City e,f Springfield Spri"ufieid SellOol Dislrict - Joill1 Saraceno Bra(H::h Engineering' Sl-'ili:li'l~; Architecture Prl'Jr'8ssional Unrlergrollrld Service Yardage 11 110 Load: Total: Supplier: I<nife River SPRINGFIELD .OFFICE :i 1040 - A Shelley Street Springfield, O~~gon 97477 " (541)746-9649 - (541)~46-7163 fax September 2, 2008i CCB#176269 i 'j !i , 'i j,! Date: B.P. No.: P.O. No.: Cast By: Curt Halstead Field Test Data 43/4 11/2 Slump (in.): ASn.-1 CI-h . Max. Aggr. Size: Air Content: ASTM C23 i .Air Temperature (F): Material Temp. (F): ~ST!W G1064 Max Temp (F): ,Min Temo IF): Specimen Size: ,Unit Weight (pef): ASTM C138 Time Cast; 9:00.AM :Additives; Results Reported To:' - 77" 79" 83" 66" 6x12 ,'I !I I; Ii ., , I '1 Contractor Curing Conditions: 3 days field, remaincle'r!ASTM Ii " Compressive Strength Data ASTM C39 placed 4,000 Cross'Sect. Area Cylinder WT. Max. ~oad (Ibs.) Compo Slrengtl1 Fracture Type" Test Time (s.L) (Ibs.) (psi) 28.21 29.10 11,5,930 4,110 2 11:15AM :; , i " Capping Method :1 C617,OJ I CIlJ1-0J X ! I .1 .1 .i 6 - Top fractures (same as#5obl_ll end of,cylinde-r is'pointed) Re~' Ictfully Subtl)illed, ' I Pr ,;Sianal Settees Indus/riff. ' Inc. /"'-. L[vJ/L/l I Sleven E. Wilder . Laboratory Supervisor IIIIS REPOR I-/S fr;;',JI..IUED FOR TI-IE IflJi;L:if~fd,.\ liON OF TI IE CI.IEtJ r ONL Y. , 1 " i HIE REPRODUCTION OF-THIS REPORT BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WlmOUT HIE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES: . i i Field Cllre Lab Cure Diameter or AOE'(daysj (days) (days) Dimensions (Inches) 7 3 4 5.99 2fl 3 . 25 ~f1 :, 25 H 4 - Diagonal wIno cr".lcking atends 5 - Side frac.Llres (allop of bc..,ilbm.) I , , , Jfii~:;ill'!fo. ."!wtion It~--" .Th BraId On /i!nQ1n_i'd..g. ContuilUng . "le.U,.,g ...... "'""-i,.,. :Placement n"lii: Material: Concrete ~iH)linos and Slcd) On Gracie t'li)([110f danr;e room and front footing P8 Client: Address: Lee Construction: PO Box '10376 ElIgelle, OR 97401 Location Sarnnlf::d At: Ap[Jroximately 21 J' sOllth of norlll EIlCI Dota Cast: 1',8/ 15/08 Date Rec'd: 08/10108 Ticket No.: I Mi:. flcJ.: Wl;i-:ilher: :31614'11 2'1.101'105000 Clear .- Design Strength (psi): - -- ~ Cvlinder No. 08-2055 08-205fJ OS'2057 OB-205B required 4,000 J',";:;I'Oale' Field Cme (days) Lab Cure (days) ,,ll..{j(:(days} ~ - .._~ H 1 - Cone (holll enrlsj"--2 Remarks: H I 41 I 4 I I 4 I H L I .. ... . .,- - ConelVenical Cracks (olleen.d) 24 c: 1lI2:-/200B 7. 3 24 '.';. : I SPRINGF ELD OFFICE i - 1040 . A Shelley Street Ii' Springfield,Or\,gon 97477 (541)746-9649 - (541)746-7163 fax September 2, 2008 CCB#176269 8/12/2008 2t~ COMPRESSION REPORT " \" " Project No:::722-80177-8 Proj. Name: 1\.3 - Academy of Arts & Academics Location: 6'15 Main Slreet Springfield,' Oregon Dale: B.P. No.: P.O. No.: Cast By: Curt Halstead 0/1 :!/2008 2fi Yardage Load; 5 Total: 50 Supplier: "'\.nife River Slump (in.): Asni C,I.i3' Max. Aggr. Size: ,Air Content: ASTM c:h! 'Air Temperature (F); Material Temp. (F): ASTM C1064 Max Temp (F): Min Temo IF): 'Specimen Size: 'Unit Weight{pcf): ASTA.' GIJ8 Time Cast: 7:15 AM Additives: Results ReportedTo: Field Test Data 51/2 11/2 t i .i , , , 6Y" 79' 83' 66' 6x12 .; --,-- Curing CondiUons: 4 days field, remaim!er:ASTM I , [ I Contractor Compressive Strength Data ASTM C39 olaced 4,000 ..... _. . i Diameter'or Dimensions (inches) Cross Sect. A~e;a (s.i.) Cylinder WT. (Ibs.) Test Time Capriing Method Compo Strength Max. Load (Ibs.) (psi) Fr~clure Type.' C617-Q3 : CIZJ1-0J 6:03 '29.40 28.56 130,935 4,580 2 12:00AM x: i < i I : [ i.! 3'-- Columnar '4 - ..Diago~~I:w. nq cr~kir;g.at enLs Cily of Springfield Sp,'ingfield Scllool District - Jolm Saraceno Braildl Engineerirl'g SOI5Cr. Architeclllre Professional Underorollnd Servic.8 5 - Side fractures (a! lop of bot. om) 6 - Tl)p fraclures (same as #5but end of t.;ylinder i~ ~oinled) Rl,pectfUI'Y Submitted, i : Pr I :OliJtes Inclllstri~f' Inc. Seen E. Wilder " . Laboralory Supervisor "t.. . ~ 'I ,I..., ! ! 1'1 liS REPCiR (IS P11< ..~ 'uED FOR THE INFOFi/dA TlONOF filE CLIENT ONL Y. THE REPRODUCTION OF THiS REPORT BY ANY MET/IOD AND ITS TRANSMITTAL TO A THIRD PARTY BY ANY ~tEANS EXCEPT IN FULL, IS PROHIBITED wm/Ot)T TIlE ~1IRITrEN PERMISSION OF PROFESSIONAL SERVICE INDl..hTRIES ' . ! r l"'~;lInformation II"'. .10 Build On Engineering . Consulting' Testing DAILY FIELD REPORT Date Performed: July 15, 2008 John Saraceno Springfield SChODI District 525 Mill Street Springfield, OR 97477 Report Number: 722-80177-4 A3 - Academy of Arts & Academics 615 Main Street Springfield, Oregon Client: Project Name: Project Location: ' B.P. No.: Type of Inspection: Soils Observation Weather: Clear Field Observations and Comments AM: As requested, a representative of PSI met on-site with Lee Construction and Professional Underground Services to observe exposed subgra(Je soils. Subgrade soils visually appear to be the native clay described in Branch Engin~ering's geotechnica,l report. To a'ssist us in determining the stability of in-place soils, a standard soil probe was used. Soil probe penetrations ranged from 6 to 8 inches in'dicating a relatively firm', but above optimum moisture . .." -'." ,'.. ' subgraqe.' The area observed \iVasthe southwest Y. of the proposed pad. At this time all subgrade soils have been observed by PSI. The'coniractorimmediatelybegan to cover exposed subgrade with 3"-0 rocks (10 inches. thick). PM: The western Y, of the building pad was prciofrolled at the final grade for 3"-0. A loaded dump.truck weighing. approxi!)1ately 48,000 Ibs wasutilized' for the proofroll. A minimal defiection was observed indicating a relatively'stable grade, at this time. . .' ' To the best of our knowledge, the work inspected above was in accordance with the building department approved des'ign' drawings, specifications, geotechnical report and applicable workmanship 'provisions of the International Building Codes. .' '. Inspector: Raymond Aliperti CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~ISf"'" David Smith Branch Manager c: City of Springfield Lee Construction Branch Engineering Sol arc Architecture Professional Underground Service THIS REPORT IS PROVIDED FOR THE INFORMA T/ON OF THE CLIENT aNL 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 541f746-9649. Fax 541f746-7163 , ' ,.-. ~ ;ZInjormation I."'~. .To Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: Client: July 14, 2008 Report Number: 722-80177 -3 A3 - Academy of Arts & Academics 615 Main Street Springfield, Oregon John Saraceno Springfield School District 525 Mill Street Springfieid, OR 97477 Project Name: Project Location: B.P. No.: Type of Inspection: Soils Observation Weather: Clear .Field Observations and Comments As requesled, a represenlative of PSI met on-site with Lee ConstructiDn and PrDfessional Underground services to observe exposed subgrade soils. Subgrade soils 'visually appear to be native clay, as described in Branch Engineering's geotechnical report. To assist us in'determining the stability. of in-place. soils a standard soil probe was used. . Soil probe penetrations ranged from' 6 to 8 inches indicating a relatively firm, but .above optimum moisture subgrade. The contractor irrmediately began placing 3"-0 rock (10 inches thick), The.area observed today was the northwest 14. .... . Also, a proofroll was observed on the 3"-0 materials on the eas'tY. ofth!, proposed pad.. A loaded 48,0001b tandem axle dump Iruck was utilized for the 'proofroll. Little to no defiection was observed indicating a relatively 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, geotechnical report and applicable workmanship provisions of the International Building Codes. Inspector:. Raymond Aliperti CCB #176269 If you have any questions regarding this reporl:, please feel free to contact us at 541-746-9649. Respectfully Submitted, i);r}j~~"'OC. David Smith Branch Manager c: City of Springfield Lee Construction Branch Engineering Solarc Architecture Professional Underground Service 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 WRITrEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. ProfeSSion~1 Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541n46-9649. Fax 541/746-7163 l..fut.~';1 Information ,.,..,. .10 Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: July 11, 2008 Report Number: 722/80177-2 A3 - Academy of Arts & Academics 615 Main Street Springfield, Oregon John Saraceno Springfield School District 525 Mill Street Springfield, OR 97477 Project Name: Project Location: B.P. No.: Type of Inspection: Soils Observalion Weather: Clear Field Observations and Comments AM: met on-site with Lee CDnstruction and Professional Undergroud Services representative tD observe expDsed subgrade sDilsalong the east half of the prDpDsed building. Exposed subgrade sDils visually appeared tD.be native clay as described in the soil report prepared by Branch Engineering. TD assist us in determining.the stability of the in-place soils, a standard sDil probe was used. Soil probe penetrations ranged in depth from 6 tD 8 inches indicating a relatively firm but..Dver optimum moislure subgrade. All excavatiDn .was performed using a smDDth bladed bucket and the subgrade was relatively undisturbed. Contraclor will immediately begin to cover with an impDrted 3"-0 rocks (12 inches thick). 'Also, based on our Dbservation, placement of a geotextile fabric is not necessary.' PM: Returned to the site to observe the west half but the. contractor 'had .not yet started. Scheduled to return MDnday July 14, 2008 at 3:00pm. TD the best Df our knDwledge,. the wDrk inspected abDve was in accordance with the building department approved design drawings, specificatiDns, geotechnical report and applicable workmanship prDvisions Df the International Buildinq CDdes. . Inspector: Raymond Aliperti CCB #176269 If YDU have any questions regarding this report, please feel free tD cDntact us at 541-746-9649, Respectfully Submitted, ~~~~r"o David Smith Branch Manager c: City Df Springfield Lee CDnstructiDn Branch Engineering SDlarc Architecture ProfessiDnal Underground Service THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT DNL 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 IPS~li:;::a:;~n Bng " i '.' . Con8ufCfng . no.tIn9 FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: John Saraceno Address: Springfield School DistriCt 525 Mill Street Springfield, OR 97477 Project No.: 722-80177-5 Project: A3 - Academy of Arts & Academics Project 615 Main Slreel Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 30203 Date Performed: P.O. No.: B.P. No.: -Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship 01 133Ibs./cu.lt., at 11% moisture, was furnished by supplier 3/4"-0 (T-180) for Springfield Quarry. 1040 - A Shelley Stre~t Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax CCB #176269 July 16, 200B' Pete Furlong Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS 570 DS2189) Test No. Approximate Test Location Approximate Test Probe. Wet Density Dry'Density Elev, Depth LBS/CU.FT. LBS/CU.FT. Building Pad #1 northwest corner FRG 8" 145.0 138.4 2 Building Pad #1 southeast corner FRG 8" 142.7 136.0 -- 3 Building Pad #1 southwest corner FRG 8" 142.7 136.6 4 Building Pad #1 northeast-corner FRG 8" 133.9 127.7 5 Building Pad #1 center FRG 8" 137.6 131.7 6 Building Pad #2 northeast corner FRG 8" 133.2 127.7 7 Building Pad #2 southeast corner FRG 8" 132.2 126.4 8 Building Pad #2 southwest corner FRG 8" 134.2 128.9 9 Bl!i1ding Pad #2 northwest corner FRG 8" 132.6 126.6 10 Building Pad #2 center FRG 8:' 136.5 . 1319 Tesls performed al finished grade of base rock at I.isled locations above. Tests were reported to Jason with Perfossional Underground Services. c: City of Springfield Lee Construction Branch Engineering Solarc Architeclure Professional Underground SerVice Percent Percent Required Comments Moisture Compaction Compaction 4.8 104.1 95% 5.0 102.3 95% 4.5 102.7 95% 5.4. 96.0 95% 4.5 99.0 95% 4.3 96.0 95% 4.6 95.0 95% 4.1 96.9 95% 4.8 95.2 .95% 3.5 99.2 95% Respectfully SUbrnitt1~dustr\ i)~~~3r David Smilh Branch Manager 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 IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES