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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-10-20 ,I " " ~"P~ ~Yttl RECEIVED OCT 2 0 7nn~ Page 1 of 1 Gc.vW ,,1ical & Construclion SeNices Daily Field Report 11~'IUlfl;tm,'~a'IlII~.m. Client: Project: _l:TDGateway Mall Station , 3000 Gateway Street , , '. Spring!ie,ld"Oregon .'- Date: Project No,: Report No,: Inspector: ID No.: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon Inspection of: Reinforced Concrete Contractor: Brown Contracting Weather: Partlygloudy-., BP No.: COM2008-O,0440". ,. Continuous Inspection: 0 Periodic Inspection: 0 Performed inspection on the reinforcing steel in the column pedestals at lines C20 thru C26, Rebar was checked for size, grade, iap, quantity, spacing, clearance and supports, Anchor bolts and vertical rebar were secured in previously placed footing concrete, , Observed placement of 2,5 yards of Eugene Sand and Gravel 3000 psi concrete, Concrete was placed directly from truck and was mechanically consolidated, Cast four (4) 4" x 8" compressive strength cylinders and performed field tests as follows: slump- 3 1/2"; concrete temperature- 63F; air temperature- 50F, Mark Abeyta (Brown Contracting) was advised and 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 03-12,08 and applicable workmanship provisions of the I.B,C" except if noted above, Reviewed By: :!a~I~~ Technical Manager c: Rowell Brokaw- Mark Young (emall) Ang Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (em all) 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 di~closed without FE! Testing & Inspection, Inc.'s written authorization. 7f:IJ NoN ComellAvenue' Cavallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991 29540 B Airport Road 'Eugene, Oregon 97402' phone (541) 6B4-3849 'fax(541 )684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846 10-14-08 2087170 E-21528 M, Meyer 0877905-88 ICC 11a.'mlrt;"U~'~I'I[IJIW Geotechnical & Construclion Services RECEIVED OCT 2 0 7008 Compressive Strength of Concrete (ASTM C 39) , ~\~.....~ ~rtl CLIENT Mr, Joe McCormack Lane Transit District PO Box 7070 Eugene, Ore9on 97403 PROJECT L TO Gateway Mall Station 3000 Gateway Street Springfield, Oregon DATE PROJECT NO, REPORT NO. 10-14-08 2087170 6051 B.P.NO. COM2008-00440 DATE CAST 10-07-08 CAST BY M, Meyer DATE RECEIVED 10-08-08 STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x8" STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG PRODUCT CODE 313065 CEMENT MAX SIZE AGG, 3/4" ADDITIVES AEA AIR CONTENT LOAD,NO, 1 TICKET NO. 58005326 SLUMP 5" CONCRETE TEMP 67' F YARDAGE 3,5 OF 3,5 TIME, 9:25 AM AIR TEMP 58" F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Column pedestals at lines C27 thru C36, AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN.') (LBSl LOAD (LBSl STRENGTH (PSn (PSn TEST FRACTURE- 10-14-08 7 12,56 8,5 32500 I 2590 2:30 PM 6 11-04-08 28 I 11-04-08 28 Hold I **1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Mark Abeyta (Brown Contractin9) was advised of on-site test results, Reviewed By: ;1J.';(.~ Michael L Meyer Technical Manager c: Rowell Brokaw- Mark Young (email) Ang Engineering- Jok An9 (em ail) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (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 andlor 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 tfN CanelIAvenue' Cavairls, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402, phone (541 )684-3849' fax (541) 684-3851 63050 Corporate Place, Sutte 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846 ~....., ~yrt 11~'IU"t:4llt\l'~:II[thl.m. RECEIVED nCT 2 0 2008 Geotechnical & Construclion SeNices Compressive Strength of Concrete (ASTM C 39) CLIENT Mr, Joe McCormack PROJECT L TD Gateway Mall Station DATE 10-09-08 Lane Transit District 3000 Gateway Street ' PROJECT NO. 2087170 PO Box 7070 Springfield, Oregon REPORT NO. 6044 EUgene, Ore9on 97403 B,P, NO, COM2008-00440 DATE CAST STRENGTH REQUIRED STRENGTH PLACED PRODUCT CODE ADDITIVES LOAD NO, CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 2 SAMPLED " :'Ti:ST . DATE 10-09-08 10-30-08 10-30-08 Hold AGE (DAYS) 7 28 28 10-02-08 CAST BY A. Fenstermacher DATE RECEIVED 3000 psi SPECIMEN SIZE 3000 psi SACKS ' SUPPLIER 313065 ' , CEMENT MAX SIZE AGG, AEA, WRA AIR CONTENT 2 TICKET NO, 58005243 SLUMP 70" F YARDAGE 8,25 OF 33,0 TIME 62" F WEATHER Showers SPECIMEN STORAGE Pedestrian walkway column footin9s at lines C20 thru C26 and C28, 1" lift of footing at C21, AREA (IN.') 12,56 WEIGHT (LBSl 8,3 AVERAGE STRENGTH (PSI) TIM E OF TEST 11:20AM TOTAL LOAD (LBS) 32500 COMPRESSIVE STRENGTH (PSI) 2590 3 - Columnar 5 - Side (top and bottom) 6 - Side (top or bottom) **1 - End Cones 2 - Cone/Split 4 - Diagonal REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results, Reviewed By: /h. '7f,~ Michael L, Mey.{l Technical Manager c: ,Rowell Brokaw-, Mark Young (email) 'An9 Engineering- Jok An9 (em ail) . Balztiiser Hubbard- Tina Guard (em ail) ,Brown Contracting- Adam Hughes (em ail) City of Springfield MLM:sc 10-03-08 4" x8" ESG 3/4" 4" 9:15AM ASTM C31 TYPE OF FRACTURE" 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 FEl Testing & Inspection, Inc.'s written authorization. 7f:IJ ~ CaneII Avenue' CoIvaIIis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991 29540 BAirportRoad' Eugene, Oregon 97402, phone (541)CY. 33~:1' fax (541 )684-3851 63050 Corporate Place, Suite 2 'Bend, Oregon 97701, phone (541)382-4844 'fax (541)382-4846 ~fE) Geotechnical & Construclion SeNices RECEIVED Gt! .2 {l i.\l1lB Field Density Test Results - ASTM D 2922 Page 1 of 1 11~"lh'I";.h''''':'~'IlIH.w!I Client: Mr. Joe McCormack Lane Transit District PO Box 7070 Eugene, Oregon 97403 Project: L TD Gateway Mall Station 3000 Gateway Street Springfield, Oregon Date: Project No.: Report No.: B.P. No.: 10-01-08 2087170 E-21417 COM2008-00440 Tests performed at finished grade of base rock under asphalt paving, Remarks: Adam Hughes (Brown Contracting) was advised of test results, Reviewed By: ;11. ';f.~ Michael L. M{Ar- Technical Manager c: Rowell Brokaw- Mark Young (email). Ang Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (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, infonnation contained herein shall not be reproduced in part offul! and/or any part thercofbe disclosed without FE! Testing & Inspection. Inc. 's written authorization. 750 NW G:mdJ A""",' CcrwIIis, Oregon m30' j:brne(541) 7574698' fux (541) 757-'2!'f) 1 2954GB AiIportRoOO' ~e, Oregon 97402 'phooe(54I)684-3849' fux(s,lI)684-3851 63050 CollX'rate Place, Suite 2, Bend, Oregon 97701 . phone (541) 382-4844 ' fax (541) 382-4846 " {~ft' 11~'lIm'I;.I~~'~;.lllli.m. Gcu~ " .;caJ & ConstrucOOn SeNices Compressive Strength of Concrete (ASTM C 39) . CLIENT Mr, Joe McCormack Lane Transit District PO Box 7070 EUgene, Ore9on 97403 PROJECT L TD Gateway Mall Station 3000 Gateway Street Springfield, Ore9on DATE PROJECT NO. REPORT NO, 10-07-08 2087170 6040 B,P. NO, COM2008-00440 DATE CAST 09-30-08 CAST BY A, Fenstermacher DATE RECEIVED STRENGTH REQUIRED 3000 psi SPECIMEN SIZE STRENGTH PLACED .. '3000'psi SACKS" SUPPLIER PRODUCT CODe 313065 CEMENT ,. . -, " ..~' MAx SIZE AGG: ADDITIVES AEA, WRA AIR CONTENT LOAD NO, 1 TICKET NO, 58005188 SLUMP 2" CONCRETE TEMP 710 F YARDAGE 10,0 OF 40,0 TIME 9:30 AM AIR TEMP 620 F WEATHER Overcast SPECIMEN STORAGE ASTM C31 POUR LOCATION Pedestrian walkway canopy footin9s at lines C26, C28, C29, C30, C31, C32, C33, C35 and C36, 10-01-08 4" x8" ESG 3/4" " LOAD 1 SAMPLED Footing at lines C33, TEST DATE 10-07-08 10-28-08 10-28-08 Hold AGE (DAYSl 7 28 28 AREA (IN.') 12,56 WEIGHT (LBSl 8.4 TOTAL LOAD (LBSl 38700 COM PRESSIVE STRENGTH (PSI) 3080 AVERAGE STRENGTH (PSI) TIME OF TEST 3:20 PM TYPE OF FRACTUREH 6 H 1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results, Reviewed By: jJJ. X /J.-uJ-..-- Michael L. Mel6l Technical Manager c: .Rowell Brokaw' Mark Young (em ail) Ang Engineering- Jok Ang (em ail) 'Balzhiser,Hubbard- Tina Guard(email) ,. Brown Contracting- Adam Hughes (email) City of Springfield ...1.....::#.,. ,"'-" .,,",~' ,...".., _ ,~;_CEIVEIJ OCT 1 5 Z008 MLM:sc This report and/or. enclosed test data is the confidential property of the client 10 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 orfull and/or any part. thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7fJJ NoN Cornell Avenue' Cavallis, 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 j' &It~ ~ ..:fd..a. u=11lll.tt:"'1t..'~~'I\llt~ Page 1 of 1 Geotechnical & ConstrucIion SeM:Es Daily Construction Report . Client: Mr, Joe McCormack Project: L TD Gateway Mall Station Date: 10-D3-08 Lane Transit District 3000 Gateway Street Project No,: 2087170 PO Box 7070 Springfield, Oregon Report No.: E-21418 Eugene, Oregon Inspector: M, Meyer ID No,: Inspection of: Sitework Weather: Overcast & Clear Continuous Inspection: 0 Contractor: Brown Contracting B.P. No. COM2008-00440 Periodic Inspection: 0 09-26-08- Met on-site with Adam Hughes (Brown Contracting) to observe exposed subgrade soils in the previous landscape island area directly east of the southeast mall entrance, Area has been cleared of vegetation and cut to proposed finished subgrade approximateiy 13" below existing surrounding pavement grades, Exposed materials appear relatively firm and stable, at this time, Mr. Hughes stated placement of fabric and crushed rock base course would begin later today, (Weather: overcasU61 "), 09-29-08- Observed exposed subgrade soils in two (2) previous landscape islands near Umpqua Bank, and one (1) area south of lines C28, Soils appear firm and stable with the following exceptions: very soft unstable soils were encountered at the southwest corner of the area west of the bank building, and in the northeast corner of the area west of the bank drive-up lane, Both areas were over excavated to between 6 and 12 inches below proposed subgrade elevation, Dennis Cacn (Brown Contracting) was advised that fabric and rock placement operations can now proceed in all three (3) areas observed this date, (Weather: overcasU71 "). 10-02-08- Observed completed fcioting excavations at lines C37 and AS thru A1S, With the exception of A6, soils at base of excavation are firm and stable, at this time, Mr, Cacn was advised to excavate additional material from A6 excavation (anticipated to be 6" to 12") to ensure previous fill and man-made debris is removed and footing will bear on firm, stable soiis, Mr, Cacn was asked to notifiy our office when remaining excavations are completed, (Weather: clear/60"), Reviewed By: A. .,(,~-- Michael L ~ey,tf' Technical Manager c: Rowell Brokaw- Mark Youn9 (email) Ang Engineering- Jok Ang (email) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (em ail) City of Springfield MLM:sc This report and/or enclosedtesl data is the confidential property of the clienl to whom It is addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEl Testing & Inspection, Inc.'s written authorization: ( , 700 NW CareIIAvenue' Corvallis, Oregon 97330' phcre(541 )757-4698: fax (541) 757-2991 29540 BAirpat Road ' E'-'}nl, Oregon 97402, phcre (541) 684-3849 ,fax (541 )684-3851 63()fD Capaale PIa:e, Suile2' Ba1d, Oregon 97701 'phcre(541)382-4844' fax (541) 382-4846 Sf E) 11;"lllltl;"IN.'l~~'IIII~.ffi.t!I DATE CAST STRENGTH REQUIRED STRENGTH PLACED' PRODUCT CODE ADDITIVES LOAD NO. CONCRETE TEMP AIR TEMP POUR LOCATION LOAD 1 SAMPLED TEST DATE 10-07-08 10-28-08 10-28-08 Hold AGE (DAYS\ 7 28 28 Geotechnical & Constn.dion SeIvices Compressive Strength of Concrete (ASTM C 39) 09-30-08 CAST BY A. Fenstermacher DATE RECEIVED 3000 psi SPECIMEN SIZE 3000 psi SACKS SUPPLIER 313065 CEMENT MAX SIZE AGG, AEA, WRA AIR CONTENT 1 TICKET NO. 58005186 SLUMP 2" 71' F YARDAGE 10,0 OF 40,0 TIME 9:30 AM 62' F WEATHER Overcast SPECIMEN STORAGE ASTM C31 Pedestrian walkway canopy footin9s at lines C26, C28, C29, C30, C31, C32, C33, C35 and C36, 10-01-08 4" x 8" ESG 3/4" FoOtin9 at lines C33, AREA {IN.'l 12,56 WEIGHT (LBSl 8.4 TOTAL LOAD (LBSl 38700 COMPRESSIVE STRENGTH (PSIl 3080 AVERAGE STRENGTH (PSIl TIME OF TEST 3:20 PM TYPE OF FRACTURE~ 6 .*1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom) REMARKS: Adam Hughes (Brown Contracting) was advised of on-site test results, Reviewed By: jJJ. x: iJwL _ Michael L Me...st - Technical Manager c: Rowell Brokaw- Mark Young (em ail) Ang Engineering- Jok Ang (em ail) Balzhiser Hubbard- Tina Guard (email) Brown Contracting- Adam Hughes (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 FE! Testing & Inspection, Inc.'s written authorization. 700 NW CaneI Awnue' Ccxvai5s, Oregoo 97330, phcre(541) 757-4698, fax (541) 757-<991 29540 B Airp:xt ROOd ' Eugene, Oregoo 97402 ' phcre (541) 6B4-J849' fax (541) 684-3851 63050 Corpcrate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844, fax (541) 382-4846 ~..... ~t!:l RECEiVED ocr 2 0 Z6llll Page 1 of 1 11~'"HfI:lIl~,,'~a'lllli_ Geotechnical & COnstruction SeNices Daily Field Report . Client: Mr, Joe McCormack Project: L TD Gateway Mall Siation Date: 10-07-08 Lane Transit District 3000 Gateway Street Project No.: 2087170 PO Box 7070 Springfield, Oregon Report No.: E-21467 Eugene, Oregon Inspector: M, Meyer ID No,: 0877905-88 ICC Inspection of: Reinforced Concrete Weather: Overcast Continuous Inspection: 0 Contractor: Brown Contracting BPNo.: COM2008-00440 Periodic Inspection: 0 Performed inspection on the reinforcing steel in the column pedestals at lines C27 thru C36, Rebar was checked for size, grade, lap, quantity, spacing, clearance and supports, Anchor bolts and vertical rebar were secured in previously placed footing concrete, Observed placement of 3,5 yards of Eugene Sand and Gravel 3000 psi concrete, Concrete was placed directly from truck and was mechanically consolidated, Cast four (4) 4" x 8" compressive strength cylinders and performed field tests as follows: slump- 5"; concrete temperature- 67F; air temperature- 58F, Mark Abeyta (Brown Contracting) was advised and 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 03-12-08 and applicable workmanship provisions of the I.B,C" except if noted above, Reviewed By: (1."i.~ Michael L Mey{J Technical Manager c: Rowell Brokaw- Mark YOUn9 (email). Ang Engineering- Jok Ang (em ail) Balzhiser Hubbard- Tina Guard (em ail) Brown Contracting- Adam Hughes (em ail) City of Springfield MLM:sc This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE1 Testing & Inspection, Inc.'s written authorization. 700 NoN ComeII Avenue' Cavallis, Oregon 97330 ' phone (541) 757-4698 ,fax (541) 757-2991 29540 BAirport Road, Eugene, Oegon 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