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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-10-21 0 SpriEarth 88948 Bridge Street Engineer's, ngfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 DAILY FIELD INSPECTION REPORT • Page 1 of 1 Client: E.A. White Construction Company, LLC Permit No.: City of Springfield: Date: October 21, 2013 811-SPR2013-01715 Project Address: 3005 Franklin Project: Candlewood Suites Hotel Boulevard, Springfield, Oregon EEI Report No: 13-029-13 • 97477 General Contractor: • Subcontractor: Weather: Clear E.A. White Construction Company, LLC Items Inspected: Reinforcing Steel, Concrete Forms, Anchor Bolts • New Inspection E Re-Inspection • Type of Inspections o At Completion ❑ In Progress ❑ Post Completion ❑ Continuous • Periodic E Other Arrived: 12:00pm Detailed Inspection Notes Departed: 2:00pm As requested by Jim Culver with E.A. White Construction Company, Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site today to perform visual inspection of reinforcing steel, anchor bolts, and concrete forms for: 1) all exterior hotel building footings including pad footings C at 12 and Q at 1.5 except for footings between gridlines 12 and 13 from F to J. This location was left open to provide vehicle access to the interior of the building pad. The footings at this location will be formed, reinforcing steel placed, and filled with concrete at a later date; and 2) elevator pad footing, slab, and footings. Reinforcing steel was inspected for grade, size, lap, placement, and clearances where applicable. The reinforcing steel and anchor bolts were secured against displacement using tie wire and additional reinforcing steel and supported on 3" tall plastic chairs for ground clearance. The footing locations and interior of the forms were clean and free of debris. As per the approved project plans, continuous inspection during the placement of concrete was not required. One set of four (4" X 8") concrete test cylinders were cast from Knife River's mix no. 2430NEA2M0 (3,000psi, no air, with midrange reducer) placed in the footings on this date. The test cylinders were left on-site in a cooler for initial storage and will be picked up within 48 hours and transported to the laboratory for final storage and compression testing. One test cylinder will be tested at 7-days and the remaining three cylinders tested at 28-days. The results of those tests along with more detailed concrete information (i.e. time batched, time sampled, etc.) will be presented under separate cover. The sample we obtained from the first concrete truck had a measured slump of 5-1/2". To the best of our knowledge the work inspected above was in accordance with the City of Springfield approved project plans. Distribution (electronic distribution only): Pete White— E.A. White Construction Company—petewna eawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpatel9(ohgmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(c.wedgwoodservices.com Ryan Hardie —All Structures—ryanh(aallstructure.com City of Springfield —Todd Singleton —tsingleton(a)ci.springfield.or.us Field Staff Name(Print): Ray Aliperti Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature: ) ) t Copy of Handwritten Report Left on Site: No `�GA.�t .r' \..I.-=,41. 1 Our inspection does not relieve the contractor from performing in accordance with their contract and approved permit documents. Earth 88948 Bridge Street Engineers, Springfield, Oregon 97478 Phone 541.525.6759 inc. Fax 541.896.3070 DAILY FIELD REPORT Page 1 of 1 client: E.A. White Construction Company, LLC Permit No.: City of Springfield: 811- Date: October 23, 2013 SPR2013-01715 Project Address: 3005 Franklin Project: Candlewood Suites Hotel Boulevard, Springfield, Oregon EEI Report No: 13-029-15 . 97477 General Contractor: E.A. White Construction Company, LLC Subcontractor: Weather: Clear Arrived: 10:30am Detailed Notes Departed: 10:45am Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site this date to pick-up one set of four (4x8) concrete test samples that were cast on October 21, 2013. The samples were transported to the laboratory for final storage and compression testing in accordance with ASTM procedures. The results of the compression tests will be presented under separate cover. • • Distribution (electronic distribution only): Pete White—E.A. White Construction Company —petew(ai7eawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpatel9(a)gmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(awedgwoodservices.com Ryan Hardie —All Structures— ryanh(a�allstructure.com City of Springfield —Todd Singleton —tingleton(cilci.springfield.or.us Field Staff Name(Print): Ray Aliperti Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature: ) L� Copy of Handwritten Report Left on Site: No . Earth 88948 Bridge Street Engineers, Springfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 DAILY FIELD INSPECTION REPORT Page 1 of 1 Client: E.A. White Construction Company, LLC Derma No: City of Springfield: Date: October 24, 2013 811-SPR2013-01715 Project: Candlewood Suites Hotel Project Address: 3005 Franklin EEI Report No.: 13-029-16 Boulevard, Springfield, Oregon 97477 General Contractor: Subcontractor: Weather: Clear E.A. White Construction Company, LLC Items Inspected: Epoxy Rebar Dowels, Reinforcing Steel, and Concrete Forms • New Inspection ❑ Re-Inspection Type of Inspections n In-Progress(epoxy rebar dowels) • Continuous(epoxy rebar dowels) •At Completion(reinforcing steel,concrete forms) • Periodic(reinforcing steel,concrete forms) Arrived: 12:00pm Detailed Inspection Notes Departed: 2:30pm As requested by Jim Culver with E.A. White Construction Company, Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site today to perform continuous visual inspection during the installation of #4 epoxy rebar dowels for footing addition along gridline 10 from A to B as per RFI No. 010 from project engineer. Prior to installation, all holes were cleaned using compressed air and a nylon brush. The rebar dowels were installed using Simpson Set XP epoxy with an expiration date of 09/2014. The rebar dowels were epoxied with a minimum embedment depth of 4". A total of six #4 rebar dowels were installed horizontally and two #4 rebar dowels installed vertically into the footing that was poured on October 21, 2013. On this date we also performed periodic visual inspection of reinforcing steel and concrete forms for all hotel and elevator stemwalls except for the hotel stemwalls along gridline F to J from 12 to 13 due to the temporary.opening. Reinforcing steel was inspected for grade, size, lap, placement, and clearances where applicable. The reinforcing steel was secured against displacement and to maintain proper clearances where applicable using he wire. The interior of the forms were clean and free of debris. We also cast one set of concrete placed in the above location. As per the approved project plans, continuous inspection during the placement of concrete was not required. One set of four (4" X 8") concrete test cylinders were cast from Knife River's mix no. 2430NEA2M0 (3,000psi, no air, with midrange reducer) placed in the stemwalls on this date. The test cylinders were left on-site in a cooler for initial storage and will be picked up within 48 hours and transported to the laboratory for final storage and compression testing. One test cylinder.will be tested at 7- days and the remaining three cylinders tested at 28-days. The results of those tests along with more detailed concrete information (i.e. time sampled, concrete temperature, etc.) will be presented under separate cover. The sample we obtained from the first concrete truck had a measured slump of 5". To the best of our knowledge the work inspected above was in accordance with the City of Springfield approved project plans, project engineer's RFI No. 010, and epoxy manufacturer's directions. • Distribution (electronic distribution only): Pete White—E.A. White Construction Company—petew(a)eawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9(WgmaiLcom Andrew Bremmeyer—Wedgewood Services Inc. —andyb(a)wedgwoodservices.com Ryan Hardie—All Structures—ryanh(@allstructure.com City of Springfield—Todd Singleton—tsingleton @ci.springfield.or.us I Field Staff Name(Print): Ray Aliperti Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature'. I) Copy of Handwritten Report Left on Site: No Our inspection does not relieve the contractor from performing in accordance with their contract and approved permit documents. Earth 88948 Bridge Street Engineers, Springfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 DAILY FIELD REPORT • Page 1 of 1 client: E.A. White Construction Company, LLC Permit No: City of Springfield: Date: October 25, 2013 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEl Report No.: 13-029-18 Springfield, Oregon 97477 General Contractor: . Subcontractor: Weather: Clear E.A. White Construction Company, LLC Arrived: 3:00pm Detailed Notes Departed: 3:15pm Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site this date to pick-up one set of four (4x8) concrete test samples that were cast on October 24, 2013. The samples were transported to the laboratory for final storage and compression testing in accordance with ASTM procedures. The results of the compression tests will be presented under separate cover. Distribution (electronic distribution only): Pete White— E.A. White Construction Company—petew(&eawhiteconstruction.com Al Patel —Candlewood Suites Hotel—alpatel9(a)gmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(a.wednwoodservices.com Ryan Hardie—All Structures—rvanh(a.allstructure.com City of Springfield —Todd Singleton —tsingleton(aci.springfield.or.us • Field Staff Name(Print). Ray Aliperti Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature: ' j Copy of Handwritten Report Left on Site: No r I\,(lLinIy� � Earth r 88948 Bridge Street Engineers, Springfield, Oregon 97478 Phone 541.525.6759 IInc. Fax 541.896.3070 DAILY FIELD OBSERVATION REPORT Page 1 of 2 Client: E.A. White Construction Company, LLC Permit No.: City of Springfield: 811- Date: October 28, 2013 SPR2013-01715 Project: Candlewood Suites Hotel Project Address: 3005 Franklin EEI Report No.: 13-029-19 Boulevard, Springfield, Oregon 97477 General Contractor: E.A. White Construction Subcontractor: W.W. Construction Weather: Clear Company, LLC Item Observed: Structural Fill Placement(Tax Lot 700 only) • New Observation O Re-Observation Type of Observations 0 At Completion • In Progress 0 Post Completion 0 Continuous • Periodic 0 Other Arrived: 9:30am Detailed Observation Notes Departed: 11:30am As requested by Jim Culver with E.A. White Construction Company, Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site today to observe structural fill being placed by W.W. Construction under the proposed hotel building slab-on-grade. At the time of our site visit, W.W. Construction was placing sand blend (a mixture of sand with fine gravel) imported from Delta Sand and Gravel. The material was transported to the site using one (1) dump truck and one (1) dump truck with trailer. The material was being spread in relatively thin lifts (6"-8" loose lifts) and compactive efforts were being applied using an Ingersoll Rand SD-70D vibratory smooth drum roller. Based on visual observations the material appeared to be uniformly graded and near optimum moisture. Adjacent to the stemwall, compactive efforts were applied using a vibratory plate compactor. According to Mr. Culver, approximately 2' of structural fill is scheduled to be placed under the proposed concrete slab-on- grade and then the utilities and interior footings will be placed. After the utilities are installed and the concrete for the interior footings is poured, the remaining 1' of structural fill under the concrete slab-on-grade will be placed. . r i ' - r .� -rte i i ` S ".1.45,14t. r�� `r, 'fi 15:•N! OF�rte ; ki.413'''.1\414•41g ec e to oIf.i i . ¢ ��'}}f`.fr nlir* 132 "' `: r`L fi itit, n..p V yn/e�k3i.5��7 ' +i b y t. '��,‘iv.,..5 45 t�V .ete4 4 rifIJUisDu YGJ,b4 k' 3�. sra y Li." T'u4sSk/ �S`� 3rOF6 � P M Photo #1: Sand blend material (mixture of sand with fine gravel) imported from Delta Sand and Gravel. —" VI EEI Report No. 13-029-19 October 28, 2013 Page 2 of 2 7.1��-+u t .t Yam — �2�`�'�.e.--.,a,�,.II++�� tdj' 1 Ai r y4fda, t ";.JF 'r t 4 JY 5t,• ra4r:t� p. 1t; Par “„ t 'XP, . 444b OF E " � utt a r p, D ? ? � + a 'gwwz 4 --- :ca ° ` a. t ark t tx tt . .. .)._ ,.. :c..,v _ '�r�,"".. .y" +.� r hb g r ue * t C.s. t.tt7..t? a t a-t.-.Ix1.•.+� ,,. '"• �"' �,iv.i1." �f24,t4r^"'.,.*+. i Mir, _• Photo #2: Imported structural fill being placed under the north east corner of the proposed concrete slab-on-grade. To the best of our knowledge the work observed above was done in accordance with our geotechnical report entitled: "Geotechnical Investigation Report, Proposed Candlewood Suites Hotel, 3005 Franklin Boulevard, Tax-Lots 100 and 700, Springfield, Oregon, EEI Project No. 13-029-1" dated April 2, 2013, and the City of Springfield approved project plans. • • Distribution (electronic distribution only): Pete White— E.A. White Construction Company—petew(aeawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpate19(@gmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andyb(c�wedgwoodservices.com Ryan Hardie—All Structures— rvanh(@allstructure.com City of Springfield —Todd Singleton —tsingleton(aspringfield-or.us City of Springfield — Robert Castile— rcastile(a�springfield-or.us Field Staff Name(Print): Ray Aliperti ICC # 1017075 Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature: ) Copy of Handwritten Report Left on Site: No . \15-64. --E Our observations do not relieve the contractor from performing in accordance with their contract and approved permit documents. • 0.1 Earth 88948 Bridge Street • Engineers, Springfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 DAILY FIELD OBSERVATION REPORT Page 1 of 3 client: E.A. White Construction Company, LLC Permit No.: City of Springfield: 811- Date: October 29, 2013 SPR2013-01715 Project: Candlewood Suites Hotel Project Address: 3005 Franklin EEI Report No.: 13-029-20 Boulevard, Springfield, Oregon 97477 General Contractor: E.A. White Construction Subcontractor: W.W. Construction Weather: Clear Company, LLC Item Observed: Structural Fill Placement (Tax Lot 700 only) • New Observation ❑ Re-Observation Type of Observations ❑At Completion • In Progress ❑ Post Completion ❑ Continuous • Periodic ❑Other Arrived: 10:30am Detailed Observation Notes Departed: 12:30pm As requested by Jim Culver with E.A. White Construction Company, Earth Engineers, Inc. (EEI) representative Ray Aliperti was on-site today to observe structural fill continuing to be placed by W.W. Construction under the proposed hotel building slab-on-grade. On this date we also observed a proofroll on the first 1' of fill placed and compacted. At the time of our site visit, W.W. Construction continued placing sand blend (a mixture of sand with fine gravel) imported from Delta Sand and Gravel. The material was transported to the site using two (2) dump trucks with trailers. The material was being spread in relatively thin lifts (6"-8" loose lifts) using a John Deere 160C LC excavator with a 4' wide smooth bladed bucket. Compactive efforts were applied using the Ingersoll Rand SD-70D vibratory smooth drum roller. Based on visual observations the material appeared to be uniformly graded and near optimum moisture. Adjacent to the stemwall, compactive efforts were applied using a vibratory plate compactor. To assist us in determining the compactive efforts being applied and density of the structural fill, a proofroll was conducted. The proofroll was conducted using a fully loaded tandem axle dump truck weighing approximately 55,000lbs. No deflections (pumping) were observed under the wheel loads of the dump truck and only slight wheel tracking (rutting) less than 1" occurred, indicating a relatively firm, stable, and well compacted fill is being achieved with the exception of the following area: an area measuring 18' east/west by 16' north/south just east of the elevator pit between approximate gridline 6 and 9 from M to P. At this location, pumping was observed under the wheel loads of the dump truck and rutting up to 4"-5" in depth occurred indicating an unstable area. The excavator was used to dig down in the area and it was determined based on visual observations that the upper 6"-8" of the underlying sandy "bar-run" gravel fill was well over- optimum moisture (saturated). The source of that material may have been from the excavation of the elevator pit. The saturated material was removed and replaced with imported sand blend. The area was then re-compacted and re- proofrolled. The proofroll indicated that the area was now firm and stable and ready to receive the next lift of fill material. • EEI Report No. 13-029-20 October 29, 2013 Page 2 of 3 • ,-_...\_' - - . • +yy+�a r. °�.—` r . fit ij ,4), ✓y gy i ^4�P��4I ( w� ^1 3 4 1y � etki . 4i 3,1,,..%0 )_ _"ry .A of n " 11‘..,n77.—i 777i2 • - rr "(/T`r�1 '+ it�i >r i a or @Q� '� a 4-f r tl ,7 " S^ 1 !•4 t tSi�l ,�� - ,,,,,,:1;1‘4,'.,,,z; r t S r I .":111$4I'�J,, �`+n,j "`t�3c v a" ~�«: li ¢I d', y,„ 2r a.t:t ∎∎ R r v bi k Ul' ! t.`t∎:,Al i.""C r f A 3k •�f,t�" Sr;IC t �1 ir' , ' }�Z ' ""SS Fx "Y"t Az ;1-4• a ': ' ,'3 -m w4SJ. 1 A, *'rt til r 4":4, qt©,%, ,,:r 013 N't I r,F rfi ,)yfnfi����'v�' sy.,i 4 v.:. 1" ^� „r `r t.•v T k d W,' . 'E"' 31,,,„,r,r ' ^ uo-.. r } 'uA' Photo #1: First lift of structural fill approximately 1' thick that has been placed and compacted under the proposed concrete slab-on-grade. View is looking north at approximately the center of the building. cy k d . S,' r3 Y BY v ' r }pt {} rt"u, p �F f � ��24 , ' ,•• 1 ->,#t Qxa, /' -b s. -p• 4 f� r u _ o- .ytM � 7 3:+�� 4 n - rt..-,: w t vr it C � -c d Rx. rn CtJ>A:.. :,-. /. d I C ' 7.'t Y{l.ia '�4}#ti4 H Y h i1.. r" < „� d`��' ,�n,.E. `..erts.,.'n,°..�d t� '�P,rc�fr k" }� �5'Stiw%�'+�'� 4�+ Photo #2: Compactive efforts that have been applied using a. vibratory plate compactor adjacent to the interior of the south stemwnall. Also, the photo shows the second lift of sand blend fill placed.at the west end. EEI Report No. 13-029-20 October 29, 2013 Page 3 of 3 To the best of our knowledge the work observed above was done in accordance with our geotechnical report entitled: "Geotechnical Investigation Report, Proposed Candlewood Suites Hotel, 3005 Franklin Boulevard, Tax-Lots 100 and 700, Springfield, Oregon, EEI Project No. 13-029-1" dated April 2, 2013, and the City of Springfield approved project plans. • • • Distribution (electronic distribution only): Pete White— E.A. White Construction Company—petew @eawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpatel9(c�gmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(ahwedgwoodservices.com Ryan Hardie—All Structures—ryanh @allstructure.com City of Springfield—Todd Singleton—tsingleton(c7i ci.springfield.or.us City of Springfield — Robert Castile—rcastile(&springfield-onus Field Staff Name(Print): Ray Aliperti ICC# 1017075 Report Reviewed By: Troy Hull, P.E., G.E. Field Staff Signature: Copy of Handwritten Report Left on Site: No ka.14 V Our observations do not relieve the contractor from performing in accordance with their contract and approved permit documents. t_.,ti.. • • Earth • 88948 Bridge Street Engineers, S , Oregon 97478 q Phone pringfield 541.525.6759 !" Inc. Fax 541.896.3070 DAILY FIELD OBSERVATION REPORT Page 1 of 2 Client: E.A. White Construction Company, LLC Perm .. City of Springfield: 811- Date: October 30, 2013 SPR2013 it No -01715 Project. Candlewood Suites Hotel Project Address 3005 Franklin EEI Report No: 13-029-21 Boulevard, Springfield, Oregon 97477 General Contractor: E.A. White Construction Subcontractor: W.W. Construction Weather: Clear I Company, LLC Item Observed: Structural Fill Placement (Tax Lot 700 only) o New Observation ❑ Re-Observation Type of Observations ID At Completion a In Progress ❑ Post Completion ❑ Continuous a Periodic ❑ Other Arrived: 11:30am Detailed Observation Notes Departed: 1:00pm Earth Engineers, Inc. (EEI) representative Ray Atlipetrti was on-site today to observe a proofroll on the second (approximate 1' thick) lift of imported sand blend structural fill placed under the proposed concrete slab-on-grade. The proofroll was conducted using a fully loaded tandem axle dump truck weighing approximately 61,000lbs. No deflections (pumping) were observed under the wheel loads of the dump truck and no wheel tracking (rutting) occurred, indicating a relatively firm, stable, and well compacted fill at this time. y W '� $ !<+ µ.,ms y ✓ .. t.. f J7 r. f T !...t �x t � .i 1 #� "..]' iy^ t44.4 Ra�N n"A'a �.y " t vCp wit `° ° -' tS� x"=K.� ."1' may, J w. ,.+a-ttu-ry v" .�}{ I , -r irL'- pM1 • l'_`7F'tM11S+E�(i } " 0,-.'t:t t} b ttPKt1F14�$ S i •yt ( t + A,tv 4 t1* M` i + CA4 a, �, x 1a xa Ij fi{`. 4 }tt h�kx( `' . i qty �144C. r w ;, ?! �' hr y ��zi a1F11x1t�'!G lr . 4:,,, h* -d' 'n it?4ty((=�,r r X 1 ,, tI� xt i i t. ,+:n= : ) yrt`} :. a t t iiit s7'4t k y u , i1 ,15) i�i Jt y ii xy;}i[ � t��t i/L 1t " f� IY4 �r�.yy ' 'j `�•i ty bi rt a t fi sb nq "1 �t1"4 FH lik. Vrl ;04111 1;: r 41 4.1,,,,,:400,0 W l i v t utY t".{' tyxk\�',",,"� .,"4 d` , �' t t'r `i >'} KI."rt r ' 7 fi i}f' ! x '11 iyhoNt. g r v jt r x. 'tp.x.L I;tttp .Ui'yi }PJ 5 '�s?/•"S ;F:51Ex,.1 r' ;S$�'t4' . . Photo #1: Second lift of imported sand blend material placed and compacted under the west end of the proposed concrete slab-on-grade. • . EEI Report No. 13-029-21 October 30, 2013 Page 2 of 2 • '°wl43.,r tii,' /yr ( IA' 1::.i,,;:;(h?•77;7:47;ii; rl ' ` Y )f p31e ti o T . 1 FV..e e,S '` .ftv a' i', yi� v �i� E_ 2{e1 WT - kdO M s � -.i .f M .1 i ? t' grA ,, . v w 4 4 .14q 'Y '5 `` ' = ti e S 013olh2s13 n v w v i°S .(A t•7 rti �r� 13 1 k�"if' rktg4. 'f� y'ey fit, 41;2:. {�4. ' 1IpVrt l 6415tvv its tdtT viYs+, r r .. )d.'N;,,,ea�f . 14,.. 04:?* �� �.h` a NAbt ''�4,0 y,.; SS. Fy 't 0121 • Photo #2: Second lift of imported sand blend material placed and compacted under the center and east end of the proposed concrete slab- on-grade. To the best of our knowledge the work observed above was done in accordance with our geotechnical report entitled: "Geotechnical Investigation Report, Proposed Candlewood Suites Hotel, 3005 Franklin Boulevard, Tax-Lots 100 and 700, Springfield, Oregon, EEI Project No. 13-029-1" dated April 2, 2013, and the City of Springfield approved project plans. Note: The contractor has placed loose imported fill adjacent to the outside of the building footings and stemwall. It is our understanding that this material will be compacted at a later date at which time compactive efforts will be evaluated by a representative from EEI. • • Distribution (electronic distribution only): Pete White— E.A. White Construction Company—petew@eawhiteconstruction.com Al Patel —Candlewood Suites Hotel —alpatel9(a)gmail.com Andrew Bremmeyer—Wedgewood Services Inc. —andvb(a)wedgwoodservices.com Ryan Hardie—All Structures—ryanh(@allstructure.com City of Springfield — Todd Singleton—tsingleton(a)ci.springfield.or.us City of Springfield — Robert Castile—rcastile(asprinofield-or.us - Field Staff Name(Print): Ray Aliperti ICC# 1017075 Report Reviewed By:.Troy Hull, P.E., G.E. Field Staff Signature: Copy of Handwritten Report Left on Site: No n Our observations do not relieve the contractor from performing in accordance with their contract and approved permit documents. • Earth 88948 Bridge Street • • • Engineers, Springfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 • CONCRETE COMPRESSIVE STRENGTH REPORT • Client: E.A. White Construction Permit No.: City of Springfield: Date: November 5, 2013 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Project Address: 3005 Franklin Boulevard, EEI Report No: 13-029-14 Springfield, Oregon 97477 General Contractor: E.A. White Construction Company, LLC Subcontractor: Weather Clear • Field Data - ASTM C172 Placement Location: All exterior hotel building footings including Sampling Location: Bottom 4" to 6" of footings pad footings except for footings between gridlines F and J from (first lift) 12 to 13. Truck#: Tested By: R. Aliperti Supplier: Knife River Delivery Ticket#: 4025400 240340394 Date Placed: October 21, 2013 Mix Number and Proportions: 2430NEA2M0 Batch Time: 12:38pm Sample Time: 1:35pm Cement(lbs.): 4,580 Water: Slump(in.): 5-1/2 Batched(gal): 186 Added at jobsite(gal): --- Air Content(%): --- Fine Aggregate(lbs.): 15,791 Material Temperature @ Sampling ("F): 64 Course Aggregate(lbs): 19,360 Air Temp @ Sampling (°F): 65 Admixtures: Pozz80, Polyheed Description of Field Curing: ASTM Field Curing Temp(°F)- High: 72 Low: 64 Date and Time Picked Up for Delivery to Lab: October 23, 2013 at 10:30am Comments: Laboratory Data -ASTM C39 Sample Test Total Load Specimen Average Specimen Compressive Lab# Age Test Date Diameter (days) (lbs.) Size(in.) (in.) Area(sq. in.) Strength (psi) 0429 1 7 10/28/13 40,500 4X8 3.99 12.50 3,240 0430 2 28 . 11/18/13 4X8 0431 3 28 11/18/13 4X8 0432 4 28 11/18/13 4X8 Average f'c at 28 days = Set it(x of y): 1 of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. • Specimens made by EEI rep. • Specimens delivered by EEI rep. ❑ Test results comply with project specs. ❑ Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs. Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): Distribution List (via email unless specified otherwise): Pete White—E.A. White Construction Company—petew(5eawhiteconstruction.com AI Patel—Candlewood Suites Hotel—alpatel9(Wamail.com Andrew Bremmeyer—Wedgewood Services Inc. —andybtThwedgwoodservices.com Ryan Hardie—All Structures—rvanh(aallstructure.com City of Springfield—Todd Singleton—tsingleton(aci.springfield.or.us • OH.: Earth 88948 Bridge Street 2. Engineers, Springfield, Oregon 97478 Phone 541.525.6759 Inc. Fax 541.896.3070 CONCRETE COMPRESSIVE STRENGTH REPORT Client: E.A. White Construction Permit No.: City of Springfield: Date: November 6, 2013 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-17 Springfield, Oregon 97477 General Contractor: Subcontractor: Weather: Clear E.A. White Construction Company, LLC Field Data - ASTM C172 Placement Location: All hotel and elevator stemwalls except Sampling Location: Footing addition along gridline 10 between gridlines F and J from 12 to 13. from A to B, elevator stemwalls, and hotel stemwalls from gridline J to Q on 11 and 12, and on gridline Q from 1 to 12 Tested By: R. Aliperti Supplier: Knife River Delivery Ticket#: 4025420 Truck#: 240340395 Date Placed: October 24, 2013 ,Mix Number and Proportions:.2430NEA2M0 Batch Time: --- Sample Time: 1:15pm Cement(lbs.): --- Water: Slump(in.): 5 Batched (gal): --- Added at jobsite(gal): --- Air Content(%): --- Fine Aggregate(lbs.): --- Material Temperature @ Sampling(°F): 65 Course Aggregate(lbs): --- Air Temp @ Sampling (°F): 62 Admixtures: Pozz80, Polyheed Description of Field Curing: ASTM Field Curing Temp(°F)- High: 71 Low: 62 Date and Time Picked Up for Delivery to Lab: October 25, 2013 at 3:00pm Comments: Batch ticket was not available at the time of sampling Laboratory Data - ASTM C39 • Sample Test Total Load Specimen Average Specimen Compressive Lab# Age Test Date lbs. Size(in.) Diameter Areas in.) Strength (days) (lbs.) ( (in.) (sq. 9 (psi) 0433 1 7 10/31/13 40,600 4X8 3.99 12.50 3,250 0434 2 28 11/21/13 4X8 0435 3 28 11/21/13 4X8 0436 4 28 11/21/13 4X8 Average f'c at 28 days = Set#(x of y): 1 of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. • Specimens made by EEI rep. • Specimens delivered by EEI rep. ❑ Test results comply with project specs. 0 Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): C) Distribution List(via email unless specified otherwise): Pete White—E.A.White Construction Company—petew(Weawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9agmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andytx@wedowoodservices.com Ryan Hardie—All Structures—rvanh(@allstructure.com Todd Singleton—City of Springfield—tsingleton(a�springfieid-or.qov Robert Castile—City of Springfield—rcastile(a)springfield-or.gov