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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-9-18 ~ SF~I Geoted1nica1 & Construction Servires Compressive Strength of Concrete (ASTM C 39) 11~'lnlrl;tl~\~,~~.tl'J~.I~(. CLIENT Mr. John Hammer Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 PROJECT Aramark Buildin9 1210 40th Street Springfield, Oregon DATE PROJECT NO. REPORT NO. 09-19-08 2087123 6000 B.P. NO. CCbM.200_8-002~5 DATE CAST 08-22_08 CAST BY A. Fenstermacher DATE RECEIVED 08-23-08 STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4ft x 81t STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River PRODUCT CODE 35-IV CEMENT MAX SIZE AGG, 3/4" ADDITIVES VMAR AIR CONTENT LOAD NO. 1 TICKET NO, 3222651 SLUMP 51/2" CONCRETE TEMP 70" F YARDAGE 10.75 OF 10,75 TIME 10:10AM AIR TEMP 69" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION North loading dock wall, two (2) retaining walls,at west side, AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTHtPStl (PSI) TEST FRACTURE- 08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6 09-19-08 28 12,62 8,1 52100 4130 8:10AM 5 09-19-08 28 12,62 8,1 51200 4060 4095 8:15AM 2 Hold ."1 - End Cones 2 - Cone/Splil 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (lop or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results, Reviewed By: /1t .~,~ Michael L. Meyer I' Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data. is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein'shalf not be reproduced in part or full and/or any part thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization. 7fiJ NN Come/) Avenue' Cavalis, O"egon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAirpatRoad' Eugere, O"egon 97402, p/1one(541)684-J849' fax (541)684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 v ~'r"~. ~.,,_J 1I.'""",',1IO"~1111J,1l"11ot Geotechnical & ConsIruclion SeNices Page 1 of 1 Report of Inspection Services Welding/High-Strength Bolting Client: Mr, John Hammer Irish Glen, LLC , P,O, Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40'h Street Springfield, Oregon Date: Project No,: Report No.: Inspector: 10 No.: 09-1 5-08 2087123 E-21207 C, Walpolel K. Green 01040131 AWS CWI Field: 0 Inside [COM2008:9Q235! ' Inspection of: Fabricator or Erector: Contractor: Welding Ordell Construction Ordell Construction Shop: '" Weather: BPNo.: Arrived on-site to perform visual 'inspection of root passes on flare bevel grooye welds for rod to plate connection per transmittal from engineer and detail P on A5, Note: final visual to be done in the field. . To the'best of our knowledge, the work in progress is in conformance with drawings dated 09-12-08 and applicable AWS D1,1 ,code, except if noted above, Reviewed By: 11.~~ Michael L.' Mt/r Technicai Manger c: Ordell Construction - (email) Robert Shaw Architect - (email) City of Springfield MLM:sc This reportand/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 750 NW Cornell Avenue. Corvallis, Oregon 97330 ' phone (541) 757-4698 ' fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 97402, phone (541) 684-3849 'fax(541)684-3851 63050 Corporate Place, Suite 2' Bend, Oregon 97701 'phone (541 )"382-4844' fax (541) 382-4846 (~ ~}F;' Geotechnical & Cons1rudion Services Compressive Strength of Concrete (ASTM C 39) '11a.'lmef:'''lm'''~~'lill~.I~l. CLIENT Mr. John Hammer . Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 PROJECT Aramark Buildin9 1210 40lh Street Springfield, Oregon DATE PROJECT NO. REPORT NO. , 09-12-08 2087123 6009 B;P. NO. @OM2008-00235: DATE CAST 09-05-08 CAST BY A. Fenstermacher DATE RECEIVED 09-06-08 STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 3500 psi SACKS ' SUPPLIER ESG PRODUCT CODE 313568 CEMENT MAX SIZE AGG, 3/4" ADDITIVES VMA AIR CONTENT LOAD NO. 5 TICKET NO. 58004742 SLUMP 41/4" CONCRETE TEMP 74" F YARDAGE 11,0 OF 96,0 TIME 7:40 AM AIR TEMP 56" F WEATHER 'Clear SPECIMEN STORAGE ASTM C31 POUR LOCATION Interior slab on grade' pour back except at northwest comer, LOAD 5 SAMPLED East side, approximately 20' north of south end, TEST DATE 09-12-08 , 10-03-08 10-03-08 Hold AGE (DAYS) 7 28 28 AREA . (IN'l ,12,56 WEIGHT (LBS) 8,6 TOTAL LOAD (LBS) 32200 COMPRESSIVE STRENGTH (PSn 2560 AVERAGE STRENGTH (PSn TIME OF TEST 7:50 AM TYPE OF FRACTURE- 6 1 I *"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell) was advised of on-site test results, Reviewed By: 1A.'t:.~ Michael L, MMr Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the cli~nt to whoni it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be' disclosed without FEI Testing & Inspection, Inc.'s written-aut,horization. 7fJJ t#J CanelI AVffil'e' Cavaiiis, QegJn 97330, phone (541) 757-4698' fax(541) 757-2991 29540 BAirpa1 Road, Eugene, QegJn 97402, phone (541) 684-3849 'fax(541)6B4.J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 {~FEl 11~'II~lef;"I~~'W;'lllll\*I~I. Sf Geotechnical & Conslruclion Services Compressive Strength of Concrete (ASTM C 39) CLIENT Mr, John Hammer Irish Glen, LLC P,O, Box 2266 , Eugene, Oregon 97402 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE , ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION PROJECT 'Aramark Building 1210 40.h Street Springfield, Oregon B.P. NO, [fOM2008-00235, CAST BY R. Marjama 08-15-08 3000 psi 3500 psi 313565 Air 1 TICKET NO. 60006371 82" F YARDAGE 10,25 OF 24,0 81" F WEATHER Clear Retaining wall footings on north and west sides of building, SACKS CEMENT LOAD 1 SAMPLED North retaining wall footing, TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI) 08-22-08 7 12,62 8,6 41700 3300 09-12-08 28 12,56 8,6 64000 5100 09-12-08 28 12,56 8,6 64800 5160 Hold "*1 - End Cones 2 - Cone/Split DATE PROJECT NO, REPORT NO. '09-12-08 2087123 5996 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH , (PSI) TIME OF TEST I' 7:55 AM I 8:10AM I 8:15AM I 5130 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.. Reviewed By: ~~~: CU- Technical Manager c: Ordell Construction - (email) Robert shilW Architect- (email) Eugene Sand and Gravel City of Springfieid . MLM:sc 08-16-08 4" X 8" ESG 3/4" 23/4" 11:20AM ASTM C31 TYPE OF FRACTURE- 6 6, 6 This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testi~g & Inspectipn, Inc.'s written authorization. 750 t#J Cornell Avenue' Cav.3llis, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402 ' p/1a1e (541) 684J849 ,fax (541) 684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ,fax (541) 382-4846 ~ 41......) ~,t,.. .. Page 1 of 1 11:'A.'mlrt:4I1~..';ll'II'h''fJiLI Geotechnical & Construction Servires Daily Field Report Client: Mr. John Hammer' Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 09-05-08 2087123 E-21107 A. Fenstermacher 2528882-49 Inspection of: Reinforced Concrete Contractor: Ordell Construction Weather: Clear BP No.: L COM2008,00235,-) Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel for interior slab ongrade perimeter pour back strip, except for near northwest corner. Reinforcing steel was checked for size, grade, laps, quantities, locations, ties, clearance and supports, Observed the placement of 96 culyds, of Eugene Sand and Gravel 3500 psi concrete (Mix 313568) into areas noted above, Concrete was placed ,by pump and' was mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders, Andy Nichols (Ordell) was notified of on-site test results: slump 4 1/4", concrete' temperature 74F; air temperature 56F, Mr. Nichols was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected was in accordance with pians dated 06-07-08 and applicable workmanship provisions, of the I.B,C" except if noted above, Reviewed By: fh,Y:'~ Michael L.v Me$ - Technical Manager c: Ordell Construction - (email) . Robert Shaw Architect - (email) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspe~tion, Inc.'s written authorization. 7m rm CaneII Avenue' CavaIIis, Clre!P19733J' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road ' Eugene, Oegon 97402 ' phone (541) 684-J849 ,fax (541) 684J851 63050, Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 jJ St!J Page 1 of 1 .'~'*I~ll'lt,.Il'.'~lIlltli_ Ccvtc..:: ,nicaI & Construdion Services Daily Field Report Client: Mr. John Hammer' Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 Project: Aramark Building 121 0 40th Street Springfield, Oregon Date: Project No,: Report No.: Inspector: 10 No.: 09-03-08 2087123 E-21 053 R. Marjama 5235029-49 ICC Inspection of: Epoxy Anchors Contractor: Ordell Construction Weather: Clear " _ BP No.:' C 90M2008-00235=) Continuous Inspection: 0 Periodic Inspection: Ii'! Performed continuous inspection during installation of one hundred twenty-six (126) 7/8" x 11" all thread' anchors securing wall hold down brackets to continuous footings on line A, from 1 to 5: on 1 from A to L and on L from 1 to 4, Predrilled holes were cleaned using compressed air and a brush, Verified minimum 9" embedment depth, Anchors were secured using Simpson SET22 epoxy (expiration date 03-31-10 and 05- 31-10), Anchors to be left undisturbed until epoxy has set. Andy Nichols (Ordell Construction) was asked to notify our office when additional services are needed. . To the best of our knowledge, the work inspected was in accordance with plans dated . 06-07-08 and'applicable workmanship provisions of the I.B,C" except if noted aboye, Reviewed By: f3a~:(!:;r- Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email)' City of S[!ringfield MLM:sc This report and/or enclosed test data is theconfidenti,al,property of the client to. whom it is addressed and pertains to. the specific process and/or material evaluated. As such, information contained' herein shall not be reproduced in part or full and/or any part . thereof be,discl?sed without FEI Testing & Inspection, Inc:'s wrjtte~ ~uthOrization. 7fJJ WI ComeIIAvenue' CavaIIiS, Oegon 97330, phone (541 ) 757-4698' tax(541) 757-2991 29540 BAirport ROad. Eugene, 0relP197402' phone (541)684J849 , fax (541)684{J851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541 )382-4844 ' fax (541) 382-4846 .~ <;( Sf;) Page 1 of 1 1I:lo'lItIN..I~.':;;'llmdlIWII G::.v~ u ~& Constructbn Services Report of Inspection Services Welding/Hiah-Strenath Boltina , ' Client: Mr. John Hammer' Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40lh Street Springfield, Oregon Date: Project No.: Report No.: Inspector: ID,No.: 09-02-08 2087123 E-21 048 C, Walpole 5114210-85 ICC Field: 0" Clear LcoM200~0.?~5) Inspection of: Fabricator or Erector: Contractor: HSBlWelding Ordell Construction Ordell Construction Shop: 0 Weather: BPNo.: Arrived on site to verify that the A325 high strength bolts were brought into tension, Checked 10% of the bolts at each beam to beam and beam to wall connection between lines 1 and 9, from A to L using a calibrated torque wrench set at previously established job torque values, Aiso, while on site performed visual inspection of panel to footing (N/A-5), panel to panel (A1A-4), and corner connections (B/A-4) between lines 1 and 9 from A to L Completed welds were checked for size, length, profile and location, Note: the following connections were not completed: panel to footing on line 9, from A to B; panel to panel near 9/B and corner connection at line U9. Andy (Ordell) was notified of the Items noted above and was asked 10 notify our office when additional services are needed, To the best of our knowledge, the work checked is in conformance with drawings dated 06-07-08 and applicable AWS Dl,l code, except if noted above, Reviewed By', ft. '1i.~~ Michael L~ Mey:tr ~ Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (em ail) City of Springfield MLM:sc This report and/or enclosed test data is the-confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As su~h) information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Te~tjng & Inspecti~n, Inc.'s written authorization. 750 NW Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax(541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402 "phone (541) ZSc-3319' fax (541) 684-3851 63050 Corporate Place, Suite 2, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846 S5 ~pp~ ~yrtl Geotechnical & Cons1ruclion Services . Compressive Strength of Concrete (ASTM C 39) , 11~'"mW;"Un.'~;""lmllm" CLIENT Mr, John Hammer' I.rish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 PROJECT Aramark Building 1210 40th Street Springfield, Oregon DATE PROJECT NO. REPORT NO. , 08-29-08 2087123 6000 B.P.NO. C;OM2008-0023,5 DATE CAST 08-22-08 CAST BY A. Fenstermacher DATE RECEIVED 08-23-08 STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4" x 8" STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River PRODUCT CODE 35-IV ' CEMENT 'MAX SIZE AGG, 3/4" ADDITIVES VMAR AIR CONTENT , ,~OAD NO. 1 TICKET NO. 3222651 SLUMP 51/2" CONCRETE TEMP 70" F YARDAGE 10,75 OF 10,75 TIME 10:10AM AIR TEMP 69" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Norih loading dock wall, two (2) retaining walls at west side, AVERAGE TEST AGE AREA WEtGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN,') (LBSI LOAD (LBSI STRENGTH (PSI) (PSn TEST FRACTURE- 08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6 I 09-19-08 28 09-19-08 28 I I Hoid I I **1 - End Cones 2 - ConelSplit 3 - Columnar . 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results, Reviewed By: t:a~'1~ Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/orenclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall notbe reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization., 750 twV ComeIIAvenue' Cavallis, CXegm 97330, phone (541) 757-4698, fax (541) 757-2991 29540 BAiIpOrtRoad' Eugene, CXegm 97402, phone(541)~' fax (541 )684-3851 63050 Cu,~v'a~c Place, Suite 2 'Bend, Oregon 97701 'phone(541) 382-4844, fax (541) 382-4846 , , " , 55 ~..... ~t!:l Page 1 of 1 11~'lllInt;4I~.'~allllljllm!l GcuU:..,; " ,icaI & Construclion Services Daily Field Report Client: Mr, John Hammer Project: Aramark Building Date: 08-29-08 Irish Glen, LLC 1210 40th Street Project No.: 2087123 P,O, Box 2266 Springfield, Oregon Report No.: E-21045 Eugene, Oregon 97402 Inspector: R. Marjama ID No,; 5235029-49 ICC Inspection of: Epoxy Anchors Weather: Clear' Continuous Inspection: 0 Contractor: Ordell Construction BPNo,: tQM...2008c00235 Periodic Inspection: 0 Performed continuous inspection during installation of sixty '(60) 5/8", x 7" all thread anchors securing roof ledger to south wall of building and thirteen (13) of the same on north wall to replace temporary screw in anchors, Predrilled hoies were cleaned using compressed air and a brush, Verified 5" minimum embedment depth, Anchors were secured using Simpson SET22 epoxy (expiration date 03-31-10), Anchors are to be left undisturbed until epoxy has set. To the best of our knowledge, the work inspected was in accordance with plans dated 06-07-08, EOR email dated 06-01"08 and applicable workmanship provisions of the I.B,C" except if noted above, Reviewed By: /h ,/f /Ju;. Michael L. Meye(l Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) City of Springfield ' MLM:sc This report and/or enClosed test data is the confidential property of the client to whom iris addressed and pertains to the specific ' process and/or material evaluated. As such, information contained herein'shall not be reproduced in-part or full,andlor any part thereof be disclosed without FEI Testing & Inspection, Inc:'s written authorization. ' 700 NVV ComeIIAvenue' CavaIIis, CJregx197330' phme(541) 757-4698' fax (541) 757-2991 , 29540 BAirportRoad' Eugene, Oregon 97402 'phme(541)684.1849 'fax(541)684-3851 63000 Corporate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 SF~I 11~'II/lrf;41~~'~;.1I11ll_ YS Geotemnical& Construclioo Sel\lices Compressive Strength of Concrete (ASTM C 39) PROJECT DATE PROJECT NO. REPORT NO: 08-29-08 2087123 5984 Mr. Johri Hammer Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 Aramark Building 1210 40'h Street Springfield, Oregon - . -.- ) COM2008-00235 .j CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 10 SAMPLED B,P. NO, DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, AIR CONTENT SLUMP 4" 135,75 TIME 7:00 AM 4 cyl: ASTM C31 610 F WEATHER Overcast . SPECIMEN STORAGE 2 cyl: field cure Wall Panels 17, 20 thru 24, 27, 28, Covered loading dock slab on grade, Footing along line L from 1,5 to 2,5, 08-01-08 3500 psi 4000 psi 314068 POll-80 10 740 F CAST BY 08-02-08 4" x 8" ESG 3/4" R. Marjama SACKS CEMENT TICKET NO, YARDAGE 58004084 10,25. OF Wall Panel 17 AVERAGE TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.'l (LBS) LOAD (LBS) , STRENGTH (PSn (PSI) .TEST FRACTURE~ I 08-08-08 HC 12.56 8,7, 45800 3650 8:35 AM 6 I 08-29-08 28 LC 12.56 8,7, 71400 5680 8:10AM 6 I 08-29'08 28 LC 12.56 8,7 66300 5280 5480 8:15AM 6 I Hold I 08-06-08 5 FC 12,50 8S 41200 3300 12:10 PM 6 I 08-08-08 7 FC 12,56 8,6 45100 3590 8:30 AM 6 **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results, FC: Field Cure LC: Lab Cure. Reviewed By: p7.<-;(.~ Michael L. ~eye(J , . Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (emall) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization. 7m NN Cornell Avenue' CavaIIis, O"e(pn 97330, phooe (541) 757-4698, fax(541) 757-2991 29540 BAirport Road, Eugene, O"e(pn 97402' phone (541)684J849 'fax(541}684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 3824844 '.fax (541) 382-4846 &fEt 0" 11:"II~II'i:'dlf~'~~'IIII~liIlnw Gcv~ ,,1ica1 & Construclion Servires Compressive Strength of Concrete (ASTM C 39) DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG, . AIR CONTENT SLUMP 33/4" 135,75 TIME 5:40 AM 4 cyl: ASTM C31 59" F WEATHER Overcast SPECIMEN STORAGE 2 cyl: field cure Wall Panels 17, 20 thru 24, 27, 28, Covered loading dock slab on grade, Footing along line L from 1,5 to 2,5, CLIENT Mr. John Hammer Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 DATE CAST, STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP 08-01-08 3500 psi 4000 psi 314068 POll-80 3 76" F AIR TEMP POUR LOCATION LOAD 3 SAMPLED Wall Panel 23' PROJECT Aramark Building 1210 40lh Street Springfield, Oregon DATE PROJECT NO. REPORT NO, 08~29-08 2087123 5983 B,P. NO. 'c..COM2008-0023.5,) CAST BY 08-02-08 R. Marjama 4" xB" SACKS CEMENT ESG 3/4" TICKET NO. YARDAGE 58004077 10,25 OF AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI) (PSI) TEST FRACTURE- , 08-08-08 7LC 12,56 '8,7 47600 I 3790 8:25 AM 6 I 08-29-08 28'LC 12,56 8.7 70900 5640 8 :20 AM 6 I 08-29-08 28LC 12,56 8,7 68800 5480 5560 8:25 AM 4 I Hold I 08-06-08 5 FC 12,50 8.4 37900 3030 12:05 PM 6 I 08-08-08 7 FC 12,56 8,5 44400 3540 8:20 AM 6 I *"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or" bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results, FC: Field Cure LC: Lab Cure Reviewed By: /h.'/~ Michael L. M:ye{.J Technical Manager c: Ordell Construction - (emall) Robert Shaw Architect - (email) EUgene Sand and Gravel City of Springfield ' MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fIJ rm CaneII Avenue' CorvaIiis, Oregm 97330, phone (541)757-4698 'fax(541) 757-2991 29540 B Air\XJrt Road ' Eugene, Oregm 97402 ' phone (541) 684-3849 ,fax (541) 684-3851 63050 Corporate Place, Su~e 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541 ) 382-4846 , ~ ~......~ ~yrt. Geotedlnical & Construction Services Compressive Strength of Concrete (ASTM C 39) 11:"llfjrt:4lt~':'~'llfJf.IH" CLIENT Mr. John Hammer Irish Glen, LLC P,O, Box 2266 Eugene, Oregon 97402 PROJECT Aramark Building 1210 40th Street Springfield, Oregon DATE PROJECT NO, REPORT NO. , 08-29-08 2087123 6000 B.P. NO. ~COM~008-00235 DATE CAST 08-22-08 CAST BY A, Fenstermacher DATE RECEIVED 08-23-08 STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4"x8" STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River PRODUCT CODE 35-IV CEMENT MAX SIZE AGG, 3/4" ADDITIVES VMAR AIR CONTENT LOAD NO. 1 TICKET NO. 3222651 SLUMP 51/2" CONCRETE TEMP 70" F YARDAGE 10,75 OF 10,75 TIME 10:10AM AIR TEMP 69" F 'WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION North loading dock wail, two (2) retaining wails at west side, AVERAGE TEST AGE AREA WEtGHT TOTAL COMPRESStVE STRENGTH TIME OF TYPE OF DATE (DAYSI (IN.') (LBSI LOAD (LBSl STRENGTH (PSIl (PSIl TEST FRACTU'RE- 08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6 I 09'19-08 28 I 1 09-19-08 28 I I I Hold I I H1 _ End Cones 2 - Cone/Split 3..;. Columnar "4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordeil Construction) was advised of on-site test results, Reviewed By: t3a~~~ Technical Manager c: Ordeil Construction - (email) Robert Shaw Architect- (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific p-rocess and/or material evaluated. As such, information contained herein shalt not be reproduced in part or full and/or any part t!'1ereof ~e disclosed Without FEI Testing & Inspection, Inc.'s written authorization. 7m rwv CanelIAvenue' Corvallis, Oregm 97330, phone (541) 757-4698 'fax(541) 757-2991 29540 BAirpat Rood' Eugene, Oregm 97402' phone (541) 684-3849 . fax (541) 684J851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 sr ~""J kY......,.. . ... Page 1 of 1 11:"llflrt.I~~':t:al(IJ~_ Geotechnical & Construcfun 5ervices . Daily Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.:. 08-26-08 2087123 E-20996 A Fenstermacher 5258882-49 Inspection of: Epoxy Anchors Contractor: Ordell Construction Weather: Clear ,. BP No.: CCOM2008,00235 .' Continuous Inspection: 0 Periodic Inspection: iii Performed continuous inspection during the installation of epoxy anchors as follows: Sixty-nine (69 7/8" x 11" vertical all thread, east side of building Sixty-five (65) 7/8" x 11" vertical all thread, north side of building Fifty-four (54) 7/8" x 11" vertical all thread, west side of building Forty-seven (47) 5/8" x 7" vertical all thread, north side of buiiding Vertical 7/8" anchors were installed into perimeter footing for tilt-up wall connection plate. Verified minimum embedment of 9". Horizontai 5/8" anchors were installed into tilt-up wali for purlin/panel connection. Verified minimum embedment of 5". Prior to installation, the predrilled holes were cleaned with compressed air and a brush. Anchors were secured with Simpson Set 22 (ICC-ES ESR-1772, expiration date 10-31- . 09). Jeff (Ordell) stated that nuts would be tightened after epoxy has cured. Jeff was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with engineer's email dated 05-30-2008, plans dated 06-07-08 and applicable workmanship provisions of the I.B.C., except if noted above. . Reviewed By: Ih.%~~' Michael L."Me-y# - Technical Manager RECEIVED SEP 11 Z008 c: Ordell Construction - (em ail) Robert Shaw Architect - (email) . City of Springfield. MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe"rtains to the specific process and/or' material evaluated. As such, information contained herein s~all not be reproduced.in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fIJ t-NV Cornell Avenue' CovaIIis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849' fax(541)lJ8.1;3851 63050 Corporate P1aoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846 ~P"l .~rt ~ GeolOO1nical ~ Constiucfun Servires Compressive Strength of Concrete (ASTM C 39) . 11a.'II~I"."m.,wa"III~liIlillM CLIENT Mr. John Hammer Irish Glen, LLC . P.O. Box 2266 Eugene, Oregon 97402 PROJECT Aramark Building 121 0 40~ Street Sprin9field, Oregon B.P. NO. (-COM2008-00235 '--- --, DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP . AIR TEMP POUR LOCATION 07-25-08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher SACKS CEMENT 3 TICKET NO. 58003949 73" F YARDAGE .10.25 OF 185.0 .5r F WEATHER Clear Tilt-up panel numbers 5, 6,.13thru 16, 18, 19,25 and 26 LOAD 3 SAMPLED From left side, as cast of panel 15 TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS) (IN.') (LBin LOAD (LBSl STRENGTH (PSIl 08-01-08 7 12.56 8.6 45300 3610 08-22-08 28 12.62 8.6 72200 5720 08-22-08 28 12.62 8.7 69800 5530 Hold DATE PROJECT NO. REPORT NO. DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMp. TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSIl TIME OF TEST 9:30 AM 8:10AM 8:15AM 5625 08-22-08 2087123 5977 07-26-08 4". x 8" ESG 3/4" 41/4" 5 :30 AM ASTM C31 TYPE OF FRACTURE- 6 1 1 **1' - End Cones 2 - Cone/Split 3- Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. Reviewed By: ;1J. ~/4 Michael L. Meyjl Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Sprin9field MLM:sc This report and/or enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific process and/or matelial evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without-FEl Testing ~ Inspection, lnc.'s written authorization. 7:fJ NW Canell Avenue' CavaDis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Rood . Eugene, Oregon 97402' phone (541)684,'3849' fax (541) 68<h3851 63050 Corporate Place, Su~e2' Bend, Oregon 97701 . phone (541)382-4844'fax (541)382-4846 '~Fi' 11a.'II~let:41I~Il.':I~81III1I_ CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 9 SAMPLED <6" . Geotechnical & Construcfun Servi= Compressive Strength of Concrete (ASTM C 39) PROJECT Aramark Building 1210 40th Street Springfield, Oregon DATE PROJECT NO. REPORT NO. 08-22-08 2087123 5978 Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 B.P.NO. :COM2008-00235 DATE RECEIVED . SPECIMEN SIZE SUPPLIER M.AX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 07~26"08 4" x8" ESG 3/4" 51/4" 6:30 AM ASTM C31 07-25-08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN') (LBSI LOAD (LBSI STRENGTH (PSIl (PSIl TEST FRACTURE" 08-01-08 7 '12.56 I 8.7 47800 3810 9:35 AM 6 08-22-08 28 12.62 I .8.6 72100' 5710 8:20 AM 6 08-22-08 28 12.62 8.7 .69000 5470 5590 I 8:25 AM 6 Hold I I **1 - End Cones SACKS CEMENT 9 TICKET NO. 58003958 72" F YARDAGE 10.0 OF 185.0 56" F WEATHER Clear Tilt"up panel numbers 5, 6,13 thru 16, 18, 19,25 and 26 From top of panel 26 2 ....:. Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. Reviewed By: ;1J.';(,~ Michael L. M.t,(,; Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel . City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced, in part or full and/or any part thereof be disclosed \l\lithout FE' Testing & Inspection, lnc.'s YJlitten authorization. 7Ei! NoN Cane! Avenue' OJrvaUis, Oregon 97330, phone (541) 757-4698, fax (541) 757.2991 29540 B Airport Road . Eugene, Oregon 97402, phone (541) fl8<h3849 . fax (541 )68'h"l851 630fIJ Coiporate Plaoe, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 ~fE' 11~11~ltf;.II\..'~;'IIIJ~tlm. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED q{ Geotechnical & Construc1bn Servires . Compressive Strength of Concrete (ASTM C 39) . PROJECT Aramark Building 1210 40th Street Springfield, Oregon DATE PROJECT NO. REPORT NO. Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 TEST AGE AREA DATE (DAYSl. (IN.'l I 08-22-08 7 12.62 .[ 09-12-08 28 I 09-12-08 28 I Hold **1 ~ End Cones 2 - Cone/Split B.P. NO. [CQM2008-00235 CAST BY R. Ma~ama DATE RECEIVED . SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 08-15-08 3000 psi 3500 psi 313565 Air 1 TICKET NO. 60006371 82" F YARDAGE 10.25 OF 24.0 81" F WEATHER Clear Retaining wall footings on north and west sides of building. SACKS CEMENT North retaining. wall footing. WEIGHT (LBSl 8.6 TOTAL LOAD fLBS) 41700 COMPRESSIVE STRENGTH IPSIl 3300 AVERAGE STRENGTH fPSIl TIME OF TEST 7:55 AM 3 - Columnar 4"": Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. Reviewed By: ~a.::~ Technical Manager C: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Sprin9field MLM:sc 08-22-08 2087123 5996 08-16-08 4" x.s" ESG 3/4" 23/4" 11:20AM ASTM C31 TYPE OF FRACTURE" 6 1 1 I 1 This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the. specific process and/or material evaluated. As such, infonnation contained herein.shall not be reproduced in part or full and/or any part thereof be dj~Qsed without FEI Testing & Inspection, Inc.'s written authorization. 7ffJ NW ComeII Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 : fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402 . phone (541) 684-3849 . fax(541)684-J851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846 v S.ftJ Page 1 of 1 11~'llmi;4m~'~1I1111~l!Im. Geotechnical & Construdion Servires Daily Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: . Project No.: Report No.: Inspector: 10 No.: 08-22-08 2087123 E-20977 A. Fenstermacher 5258882-49 Inspection of: Reinforced Concrete Contractor: Ordell Construction Weather: Overcast BP No.: ~6M2008-00235 Continuous Inspection: 0 Periodic Inspection: iii Performed inspection on the reinforcing steel for north loading deck wall and two (2) retaining walls on west side: Reinforcing steel was checked for size, .grade, laps, quantities, locations, ties, clearance and supports. Observed the placement of 10.75 cu/yds. of Knife River 3500 psi concrete (Mix 35-IV) into areas notes above. Concrete was placed by pump and was mechanically consolidated. Cast one (1) set of four (4) 4 x 8 concrete test cylinders. Notified Andy Nichols (Ordell) of on-site results: slump 5 1/2"; concrete temperature 70'; air temperature 69'. Mr. Nichois was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans. dated 02-19-08 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /J1.{,~ Michael L'Me/rJ . Technical Manager c: Ordell Construction - (em ail) Robert Shaw Architect - (em ail) City of Springfield MLM:sc This report and/or enclosed test data is the.confidential property of the client to whom it is ~ddressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 7fIJ t-NV ComeiI Avenue' CorvaDis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ~Pi') 1I~''''''';.'''l~l'lLt''.lll!lt Geotechnical & Construcfun Servioas ~ Page 1 of 1 Report Qf Inspection Services Weldjn~/High-StrenQth BoltinQ Client: Mr. John Hammer .Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: . . Welding and HSB Ordell Construction Ordell Construction . Shop: 0 Weather: BPNo.: , \. , 08-21-08 2087123 E-2096.6 L. Postler/K. Green 06120541 AWS CWI Field: iii Clear ,COM2008'00235 . ~. Arrived on site to establish job torque values for the 3/4" x 2",3/4" x 21/4",3/4" x 21/2",314" x 3", 1" x 3" and 1" x 3 1/2" A325 high strength bolts. Three (3) bolts of each size and length were installed and tightened with a calibrated torque wrench in a Skidmore- Wilhelm tension indicator.. Job torque values were established as follows: 3/4" bolts- 325 ftIlbs. (28 kips + 5%); 1" bolts- 810 ftIlbs (51 kips + 5%) Also, performed visual inspection of weld plate to embed connections and shear plate to weld plate connections on the east and west walls. Completed welds were checked for size, length, profile and iocation. Dale (MBSI) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with VP Building drawings dated 07- 29-08, transmittal from Engineerdated 08-15-08, applicable AWS 01.1 and AISC manual, except if noted above. Reviewed By: (JJ.-;(~ Michael L. Mey(r) - Technicai Manager c' Ordell Construction - (em ail) Robert Shaw Architect - (em ail) City of Springfield MLM: sc .... RECE\\lEO . SEP 0 2 1008 This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or'material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750NW ComellAvenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541) 757-2991 29540 BAirport Road' Eugene, Oregon 97402' phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 (+).. ....... .... .) .r'" .. .1:a.'II~I~~.IIIo'llla'lltll'lbm" Cf, G6v~ " ,icaI & Conslrudion ServireS Compressive Strength of Concrete (AsTM C 39) Mr. John Hammer Irish Glen, LtC P.O. Box 2266 Eugene, Oregon 97402 PROJECT Aramark Building 121 0 40~ Street Springfield, Oregon DATE PROJECT NO. . REPORT NO. 08-20-08 2087123 5972 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 12 SAMPLED B.P. NO. 'SQM20q,8-00235 07-23-08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 07-24-08 4"x8" ESG 3/4" SACKS CEMENT 12 TICKET NO. 60005581 700 F YARDAGE 10.0 OF 180.5 5r F WEATHER Overcast Tilt-up panel numbers 1 thru 4 and 7 thru 12. 43/4" 7:15AM ASTM C31 From right side as cast, of panel 3. AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF DATE (DAYS) (IN.'\ (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE" 07-30-08 7 12.50 8.6 43000 3440 8:00 AM 6 I 08-20-08 28 12.56 8.6 71600 5700. 10:50 AM 1 1 08-20-08 28 I 12.56 . 8.6 71300 5680 5690. 10:55 AM 6 I Hold I ,. **1- End Cones 2 - Cone/Split 3 -:- Columnar 4 - Diagonal . 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichois (Ordell Construction) was advised of on-site test results. Reviewed By: (h.<-;<,~ Michael L. Meyer . Technic131 Manager c: Ordell Constructi9n - (email) Robert Shaw Architect - (email) Eugene Sand and Gravei City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the cli~nt to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization. 7m twV CaneIIAvenue' Cavailis, Qegm 97330: phone (541) 757-4698. fax (541) 757-2991 29540 B Airport.Road . Eugene, Oregon 97402 . phone (541)684J849 . fax (541 )684-3851 630sg,yorporate Plaoe, Surte 2 . Bend, Oregon 97701 : phone (541) 382-4844 . fax (541) 382-4846 ~pp~ ~yrtJ 11a.'IUlrt;.ln,'~~'IIII~IIItl." CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 4 SAMPLED 'if Geoled1nicaJ & CrosIrucIion Servioes Compressive Strength of Concrete (ASTM C 39) PROJECT Aramark Building 1210 40lh Street Sprin9field, Oregon Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 B.P.NO. ~008-00235 07-23_08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher SACKS CEMENT 4 TICKET NO. 60005568 740 F YARDAGE 10.25 'OF 180.5 540 F WEATHER Overcast Tilt-up panel numbers 1 thru 4 and 7 thru 12. From right side as cast, of panei 11. TEST AGE AREA WEIGHT TOTAL COMPRESSIVE DATE (DAYS\ (IN.') (LBS\ LOAD (LBS) STRENGTH (PSI\ 07-30-08 7 12.50 8.6 38100 3050 08-20-08 28 12.56 8.7 62700 4990 08-20-08 28 12.56 8.7 65500 5210 Hold *"1 - End Cones DATE PROJECT NO. REPORT NO. 08-20-08 2087123 5971 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLl!MP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSI) TIME OF TEST 8:10AM 11:00AM 11:0SAM 5100 07-24-08 4"x8" ESG 3/4" 51/2" 6:00 AM ASTM C31 TYPE OF FRACTURE- 6 4 6 2 - Cone/Split 3 - Columnar 4 - Diagon~1 5- Side (top and. bottom) 6 - Side (top orbottom) REMARKS: Andy Nichols (Ordeil Construction) was advised of on-site test results. Reviewed By: (h. '-/(, i/;L.. Michael L. Meyer 0 Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evalu~ted. As such, information contained herein shall not be reproduced in part Of full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s Written authorization. 7ffJ NN ComeII Avenue' Cavalis, Oregon 97330, phone (541 ) 757-4698 . fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 630ffJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846 ('5" SF;J Page 1 of 1 11~'IIII~;<<I~.'~a.'I('I~.w!II Geotechnical & Construction Services Daily Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 '40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 08-15-08 2087123 E-20901 R. Marjama 5235029-49 ICC Inspection of: Reinforced Concrete Contractor: Ordell Construction Weather: Ciear ... BP No.: CC(jt\!lf008,00235. Continuous Inspection: 0 Periodic Inspection: iii Performed final inspection of reinforcing steei for continuous footings for retaining walls on north and west side of the building. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie-wire and supported above grade. Observed the placement of 24.0 cu.lyds. of Eugene Sand and Gravel 3500 psi, 3/4" MSA concrete (Mix 313565) in areas listed above. Concrete was placed directly from truck and was consolidated by mechanical vibration. Load 1 was sampled and one (1) set of four (4) 4" x 8" compressive strength cylinders were cast. Concrete temperature: 82F, air temperature: 81 F slump: 2 3/4". Andy Nichols (Ordell Construction). was notified of on-site test resuits. Mr. Nichois was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 06-07-08 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: /~."%Ik ~ Michael L.-Mea~ Technical Manager c: Ordell Construction - (em ail) Robert Shaw Architect - (email) City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe'rtains to the specific process andfor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part . thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization. 7fIJ t-NV ComeI AvenUe' CovaIIis, Oregon 97330, pI10ne (541) 757-4098' fax(541) 757-2991 29540 BAirportRoad . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 684J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 'if ~r"~~ ~...._J "~"WIf;.Il,.m.nlJi.l!I. Geotechnical & Conslruc:fun Services . Page 1 of 1 Report of Inspection Services Weldina/Hi~h-Strength Bolting Inspection of: Fabricator or Erector: Contractor: Welding MBSI. Ordell Construction Shop: 0 Weather: BPNo.: 08-1 5-08 2087123 E-20899 L. Postierl K. Green 06120541 AWS CWI Field:. iii Clear .. CO'M2008-00235 Client: .Mr. John Hammer Irish Gien, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 121 0 40'h Street Springfield, Oregon Date: . Project No.: Report No.: Inspector: IDNo.: Arrived on site to perform visual Inspection of the 7/8" A325 threaded studs welded to embeds for roof beam attachment at seven (7) locations on the east wall and seven (7) on the west. Completed welds were checked for size, length, profile and location. Dale (MBSI) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawings dated 06-07-08, transmittal from engineer dated 08-15-08 and applicable AWS 01.1 code, except if noted above. Reviewed By: /It .'-1.~ Michael ~. Mger . Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) City of Springfield MLM'sc This report and/or enclosed fest data is the confidential property of the client to whom it isa~dressed and pertains to the specific process and/or material evaluated_ As such, information contained herein shall not be reproduced in part or full andfor any part therepf be disclosed without FEI Testing & Inspection, Inc.'s written authori~tjon. 750 rem ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road' Eugene, Oregon 97402 . phone (541 ) 684-3849 . fax (541) 684-3851 63050 COrporate P1aoe:Suite2' Bend, Oregon 97701. phone (541) 382-4844 . faX (541) 382-4846 SFEI rla.'II~IrJ.;"I~.,~~qllll~.O <.-) Geotechnical & Cons1rudion SeIVioos Compressive Strength of Concrete (ASTM C 39) CLIENT Mr. John Hammer Irish Glen, LLC P.O. Box 2266 EUgene, Oregon 97402 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 10 SAMPLED TEST AGE DATE (DAYS) I 08-08-08 7 LC I 08-29-08 28 LC I 08-29-08 28 LC I Hold I 08-06-08 5 FC I 08-08-08 7 FC **1 - End Cones DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. . AIR CONTENT SLUMP 4" 135.75 TIME 7:00 AM SPECIMEN STORAGE 4 cyl: ASTM C31 61' F WEATHER Overcast 2 cyl: field cure Wall Panels 17, 20 thru 24, 27, 28. Covered loading dock slab on grade. Footing along line L from 1.5 to 2.5. 08-01-08 3500 psi 4000 psi 314068 POll-80 10 74' F Wall Panel 17 AREA (IN.') 12.56 12.50 12.56 2 - Cone/Split WEIGHT (LBS) 8.7 PROJECT Aramark Building. 1210 40th Streef Springfield, Oregon 08-08-08 2087123 5984 DATE PROJECT NO. REPORT NO. B.p. NO. . COM2008-00235 CAST BY 08-02-08 R. Ma~ama , 4" x8" SACKS CEMENT ESG 3/4" TICKET NO. YARDAGE. 58004084 10.25 OF TOTAl LOAD (LBSl 45800 AVERAGE STRENGTH (PSI) TYPE OF FRACTURE';" 6 TIME OF TEST 8:35 AM COMPRESSIVE STRENGTH (PSn 3650 8.5 8.6 41200 45100 3300 3590 12:10PM 8:30 AM 6 6 3 - Columnar 4 ....: Diagonal 5 - Side (top and,bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. FC: Field Cure . LC: Lab Cure Reviewed By: jJJ . ';(. /k.v,.---- Michael L. ~~y{l -: Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full, and/or any part thereof be disclosed without FEI Testing & Inspection; Inc.'s written authorization. 7f'fJ tW CaneII Avenue' CorvaI6s, Oregon 97330, phme(541) 757-4698. fax (541) 757-2991 29540 BAirportRoad . Eugene, Oregon 97402 . phone (541)684.3849' fax (541) 684J851 630fIJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382484'k fax (541) 382-4846 ~ftl 11~'II~lnf;"I~\~'~;'llm.I~I. CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED TEST AGE DATE (DAYS) I 08-08-08 . 7 LC I 08-29-08 I 28 LC I 08-29-08 28 LC I Hold I 08-06-08 ,5 FC I 08-08-08 7 FC **1 - End Cones s.[ Geotechnical & Calstruction Services Compressive Strength of Concrete (ASTM C 39) DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP 3314" 135.75 TIME 5:40 AM SPECIMEN STORAGE 4 cyl: ASTM C31 590 F WEATHER Overcast 2 cyl: field cure Wall Panels 17, 20 thru 24, 27, 28. Covered loading dock slab on grade. Footing along iine L from 1.5 to 2.5. PROJECT Aramark Building 1210 40th Street Springfield, Oregon. . 08-08-08 2087123 5983 Mr. John Hammer Irish Gien, LLC P.O. Box 2266 Eugene, Oregon 97402 DATE PROJECT NO. REPORT NO. B.P. NO. ;COM2Q.o~-Q.0235 ~ -' -~- 08-01-08 3500 psi 4000 psi 314068 POZZ -80 3 760 F CAST BY R. Marjama SACKS CEMENT '- TICKET NO. YARDAGE 58004077 10.25 OF Wall Panel 23 AREA (IN.') 12.56 TOTAL LOAD (LBS) 47600 I I I COMPRESSIVE STRENGTH (PSIl 3790 AVERAGE STRENGTH (PSI) TIME OF TEST 8:25 AM WEIGHT (LBS) 8:7 12.50 12.56 8.4 8.5 37900 44400 3030 3540 12:05 PM 8:20 AM 08-02-08 4" x8" ESG 314" TYPE OF FRACTURE- 6 6 6 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) , , . REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. . Fe: Field Cure Le: Lab Cure Reviewed By: ih.~~ Michael L. ey Technical Man er . . Ordell Construction - (email) Robert ShawArchitect - (em ail) . Eugene Sand and Gravel City of Springfield c: MLM:sc R€C . 4UG I €/V€D 31tl(}O This report and/or enclosed test data is the confidential property of the client to whom it is.addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed. without FEI Testing & Inspection, Inc.'s written authorization. 750 WI ComeiI Avenue' CavalIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road : Eugene, Oregon 97402 . phone (541) l38<hl849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~PPJ . ..7ft 11a.'lIflti;"lfll,~a.II'J~.I\II. CLIENT Sf Geotechnical & Construction SeIvices Compressive Strength of Concrete (ASTM C 39) Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 PROJECT Aramark Buildin9 1210 40th Street Springfield, Oregon DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 9 SAMPLED B.P. NO. . is.OM2008-00235) 07-25-08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher DATE PROJECT NO. REPORT NO. 08-01-08 2087123 5978 SACKS CEMENT 9 TICKET NO. 58003958 72" F YARDAGE 10.0 OF 185.0 56" F WEATHER Clear Tilt-up panel numbers 5,6,13 thru'16, 18, 19, 25 and 26 From top of panel 26 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT SLUMP TIME SPECIMEN STORAGE 07-26-08 4" x8" ESG 3/4" 51/4" 6:30 AM ASTM C31 AVERAGE TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE~ I 08-01-08 7 12.56 8.7 47800 3810 9:35 AM 6 I 08-22-08 28 I 08-22-08 28 I Hold *"1 - End Cones 2 - Cone/Split 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) 3 - Columnar REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. Reviewed By: /1.'t.~ MichaelL. MeU Technical Manager c: Ordell Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel - City of Springfield MLM:sc This report and/or encloSed test data .is the confidential property of the client to wflom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not-be reproduced in part or full and/or any part thereof be disclosed without FEt Testing & InspeCtion, Inc.'s written, authorization. 750 t-NV CaneD Avenue' CoIvaIiis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541 )684.J851 630fIJ Corporate PlaCe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 .("W ..... ~rtl 11~'II/lrt:4W.':i1'IIIJII.IHIlI CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES. LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 3 SAMPLED .- TEST DATE 08-01-08 08-22-08 08-22-08 Hold AGE (DAYS) 7 28 28 <;( Geotechnical & Construcfun Services Compressive Strength of Concrete (ASTM C 39) PROJECT Aramark Building 121.0 40th Street Springfield, Oregon Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Ore90n 97402 B.P. NO. iCOM2008-00235 ~ . 07-25-08 3500 psi 4000 psi 314068 CAST BY A. Fenstermacher SACKS CEMENT 3 TICKET NO. 58003949 730 F YARDAGE 10.25 OF 185.0 51' F WEATHER Clear Tilt-up panel numbers 5, 6, 13 thfu 16, 18, 19, 25 and 26 From left side, as cast of panel 15 AREA (IN.') 12.56 WEIGHT (LBSI 8.6 TOTAL LOAD (LBSI 45300 COMPRESSIVE STREN'GTH (PSn 3610 DATE. PR.OJECT NO. REPORT NO. 08'01-08 2087123 .5977 DATE RECEIV~D SPECIMEN SIZE . SUPPLIER MAX SIZE AGG. . AIR CONTENT SLUMP TIME SPECIMEN STORAGE AVERAGE STRENGTH (PSn TIME OF TEST 9:30 AM **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results. Reviewed By: (h.;<. ~ Michael L. ~eyl1 Technical Manager " OrdeU Construction - (email) Robert Shaw Architect - (email) Eugene Sand and Gravel -City o! Springfield c: MLM:sc 07-26-08 4". x 8" ESG 3/4" 41/4" 5:30 AM ASTM C31 TYPE OF FRACTURE~ . 6 RECE\\JEO AUG 0 8 ZOOS . This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7m rm C<:maI A'Jet1Ue. CavaJls, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991 29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849' fax(541)684-J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 S5 Sf"~1 ,. Page 1 of 1 11"'llflrt;"I~."~:'lltl~.lnlil Geotechnical & ConstrucOOn Services Daily Field Report Client: . Mr. John Hammer Irish Glen, LLC P.O. Box 2266 . Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: 08-01'-08 2087123 E-20781 R. Marjama 5235029-49 ICC Inspection of: Reinforced Concrete Contractor: Ordeii Construction Weather: Overcast .-"' BP No.: c..~0M2008-002~~_.' Continuous Inspection: 0 Periodic Inspection: iii Performed final inspection of reinforcing steel for tilt-up panel numbers 17, 20 thru 24, 27 and 28, covered loading dock slab on grade and footing along line L, from 1.5 to 2.5. Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured with tie"wire and supported above grade or slab below, as applicable. . .Observed, the placement of 135.75 cu./yds. of Eugene Sand and Gravel 4000 psi " . concrete (Mix 314068) in areas listed above. Concrete was placed by pump and was consolidated by mechanical vibration. Loads 3 and 10 were sampled and one (1) set of six (6) 4" x 8" compressive strength cylinders were cast from each (4 lab cure and 2 field cure). Andy Nichols (Ordell Construction) was notified of on-site test results. Set 1 Slump - 3 3/4" . Concrete Temperature - 76F Air Temperature - 59F 'Set2 Slump - 4" Concrete Temperature- 74F Air Temperature - 61 F Mr. Nichols was asked to notify our office when additional services 'are needed. To the best of our knowledge, the work inspected was in accordance with plans dated 06-07-08 and applic~ble workmanship provisions of the I.B.C., except if noted above. Reviewed By: ;h.~~ Michael L. ~eyeo- Technical Manager RECEIVED AUG 0 8 2008 c: Ordell Construction ~ (email) Robert Shaw Architect - (em ail) --City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific , process and/or material evaluated. As such, inforrytation contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE! Testing & Inspection, Inco's written authorization. 7fIJ t-NV ComeIIAvenue' CavaIIis, Oregon 97330, phme(541) 757-4698' fax (541) 757-2991 29540 B Airport Road . Eugene, Oegon 97402 . phone (541)6I34J849' fax (541) 684J851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 >5 ~~~.~ ~..,..J Page 1 of 1 11;"'lljlrt:"I~.'~;'.IIII~.I'll. Geotechnical & Construdion Servires Daily Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No..: 07-23-0"8 2087123 E-20687 A. Fenstermacher 5258882-49 ICC Inspection of: Reinforced Concrete Contractor: Ordeli Construction Weather: Partly Cloudy BP No.: CS:Oflll200a-00235 i Continuous Inspection: 0 Periodic Inspection: iii Performed final inspection on the reinforcing steei for tilt-up panel nos. 1 thru 4and 7 thru 12. A preliminary inspection was performed on 07-21-08 (ref.: FEI report no. E20672). Note: #3 ties on panels 8 and 12 have been added. Also, performed preliminary inspection on the reinforcing steel for tilt-up panel numbers 16, 18, 19, 25 and 26. Reinforcing steel was checked for size, grades, laps, quantities, locations, ties, clearance and supports.. A final inspection will be performed prior to concrete .pOUL Observed the placement of 180.5 cu.lyds. of Eugene Sand and Gravel 4000 psi (3500 psi required) concrete (Mix 314068) in areas listed above. Concrete was placed by pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete . test cylinders. Andy Nichols (Ordell Construction) was notified of on-site test results. Set 1 Slump - 5 3/4" Concrete Temperature - 74F Air Temperature - 54F Set 2 Slump - 4 3/4" Concrete Temperature - 70F Air Temperature - 57F Mr. Nichols was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with revised plans dated 06-07-08, Farwest Steel plans dated 05-09-08, Dayton Superior plans dated 06- 07-08 and applicable workmanship provisions of the I.B.C.; except if noted above. Reviewed By: (1, X'fPl--. Michael L. Me Technical Ma ager . c: Ordell Construction - (em ail) . Robert Shaw Architect - (email) - City of Springfield RECEIVED JUl 3 1 zona MLM:jw This report and/or enclosed test data is the,confidential property of the client to whom it is addressed,and'pertains to,the,specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 t-NV CaneII Avenue' Corvallis, Oregon 97330, phone (541 ) 757-4698. fax (541) 757-2991 29540 B Airport Road . Eugene, Qegon 97402 . phone (541)684-3849 . fax (541) 68<h3851 63050 Corporate Plaoe, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846 ~~p. ~.Yl_J 11:il'II~lrl;'I~~'~~'lllll\.I~11l >.5 Geotechnical & Construction SeIVires Compressivl;! Strength of Concrete (ASTM C 39) Mr. John Hammer. Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 CLIENT DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 06-10-08 07-01-08 07-01-08 I Hold I AGE (DAYS) 7 28 28 PROJECT Aramark Building 1210 40th Street Springfield, Oregon DATE PROJECT NO. . REPORT NO. 06-10-08 2087123 5914 B.P.NO. COM2008-00235 DATE RECEIVED SPECIMEN SIZE SUPPLIER MAX SIZE AGG. AIR CONTENT 1 TICKET NO. 5802858 SLUMP 4" 69' F YARDAGE 10.25 OF 60.0 TIME 12:25 PM 61' F. WEATHER Overcast. SPECIMEN,STORAGE ASTM C31 Contiruous footing on line A,from 1 to 9, on'line 1, from A to L and on line 9, from A to l. Line 9 has (2) pad footings within the continuous footing. Near lines 1C. 06-03-08 3500 psi 3500 psi 313568 CAST BY 06-04-08 D. Delatte 4" x8f1" SACKS CEMENT ESG 3/4" AREA (IN.') 12.56 COMPRESSIVE STRENGTH (PSI) 2870 AVERAGE STRENGTH (PSI) TYPE OF FRACTURE- S WEIGHT (LBS) 8.3 TIME OF TEST 7:40AM TOTAl .LOAD (LBSl 36000 "1 - End Cones 2 - Cone/Split Reviewed By: /h.'i.~ Michaell. ~eyt/- Technical Manager 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) .' . c: Ordell Construction ~ (email) Robert Shaw Architect ~ (em ail) Eugene Sand and Gravel City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to Whom it is.addressed and. pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or, any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7ffJ NN CcmeIIAvenue' Cavalls, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540BAirport'3ood' Eugene, Oregon 97402 . phone (541)684-J849 . fax (541) 6!l4,3851 630?O Corporate Plaoe, Su~e. 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 <>r f}....... <"..r"~.l' . ,.~' Page 1 of 1 .1:"'llllrl;<ljI~~'liI~.It'I~.I~l" Gov.,"; " ,Ca1 & Construtlbn Servires Dally Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Building 1210 40th Street Springfield, .oregon Date: Project No.: Report No.: Inspector: 10 No.: 06-09-08 2087123 E-20297 D. Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Ordell Construction Weather: Overcast BP No.: CCOM2008-00235 Continuous Inspection: 0 Periodic Inspection: iii Performed inspection on the reinforcing'steel in continuous perimeter footing on line L, from 3 to 8 ahd 1 to 2 and five (5) interior pad footings on line G, from 2 to 6 (grid lines are from contractor's print). Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured and supported above grade. Interior pad footing anchor bolts were placed in templates. Observed the placement of 35.5 cu.lyds. of Eugene Sand. and Gravel 3500 psi concrete (Mix 313565) in areas listed above. Concrete was placed directly from the truck and was mechanically consolidated. Cast one (1) set of four (4)4" x 8" concrete. test cylinders from load 2. Andy Nichols (Ordell Construction) was notified of on-site test results: slump 41/2"; concrete temperature 66F; air temperature 61 F. To the best of our knowledge, the work inspected was in accordance with revised plans. dated 04-15-08 and applicable workmanship provisions of the I.B.C., except if noted .' above. Reviewed By: 11'7'~ Michael L. M~~ Technical Manager c: Ordell Construction - (email). Robert Shaw Architect - (email) City of Springfield MLM:jw This report and/or enclosed test data ,is the.confidential property of the client to whom it is.addressed and pertains to the specific process and/or material evaluated. As such, information contained herel!1 shall not be reproduced in part or full and/or any part thereof be dlsclosed.without FEI Testing & Inspection, Inc.'s written authorization. 750 rm Canell Avenue' Cavallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846 ~ 1.1-, ~r=~ W"wl Page 1 of 1 1I:lo'llllfi;<iI~~':I~IIIII~.I~lt:I Gcu;"";'" .:..oJ & Qinstrucfun Services Daily Field Report Client: Mr. John Hammer Irish Glen, LLC P.O. Box 2266 Eugene, Oregon 97402 Project: Aramark Buiiding 1210'401h Street Springfield, Oregon Oate: Project No.: Report No.: Inspector: 10 No.: 06-03-08 2087123 E-20235 D. Delatte 1080867-88 ICC Inspection of: Reinforced Concrete Contractor: Ordell Construction Weather: Overcast BP No..: r~()M,g908-00235 Continuous Inspection: 0 Periodic Inspection: Ii'! Performed inspection on the reinforcing steel in continuous perimeter footing on line A, from 1 to 9, on 1, from A to L, on 9, from A to L and two (2) pad footings within continuous footing on line 9, between A and L (grid lines are from contractor's prints). Reinforcing steel was checked for grade, size, lap, placement and clearance. Reinforcing steel was secured and supported above grade. Note: anchor bolts for angles were to be cast into footing for tilt-up panel connection: Andy Nichols (Ordeli Construction) stated bolts will be epoxied at a later date. Written documentation is pending. Observed the placement of 60.0 cu.lyds. of Eugene Sand and Gravel 3500 psi concrete (Mix 313568) in areas listed above. Concrete was placed directly from the truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders fro.m load 1. Mr. Nichols was notified of on-site test results: slump 4": concrete temperature 69F; air temperature 61F. . Mr. Nichols was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected was in accordance with revised pians dated 04-15-08 and applicable workmanship provisions of the I.B:C., except if noted above. Reviewed By: I;">(~ Michael L.'M~.;Z- ..' Technical Manager .r c: Ordell Construction - (email) Robert Shaw Architect - (email) City of Springfield MLM:jw This report and/or enclosea test data is the confidential' property of the client to whom it is addressed an< pertains to the specific process'and/ormaterial evaluated. As such, infonnation contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing &' Inspection, lnc.'s written authorization:1 I , 700 NW CaneI A......... CavaIis, Oegoo 97330' ;:tx:oe (541)757-4698 . fax (541) 757-2991 29540 BAitpOr! Rood, Eugene, ()egJn 97402 . pima (541)684J849 . fax (541 )684Ja51 63050 Corporate Plate, Su~e 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax(f~1) 382-4846