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Home My WebLink AboutPermit Field Test & Inspection Report 2009-07-16CorvrAPf- O\or, i 1 4 rcLarr )6Ls Compressive Strength of Concrete c-39 Project Management x Consulting Engineers * Certified Plan Review and Inspection Services x Code Consulting Hilton Garden InnProject Na Client Hilton Garden Inn Batch Time 12:34 PM Truck # Neoprene Pads ASSHTO T-22 N/A Load Number 1 Spec Slump 4+l-L Slump ASTM C143 3.5 in. Concrete Temp. 77 oF ASTI.I C105,1 Initial Cure Min/Max Temp. Structure Placed Footings N/17 #1266-001 Building Hotel Contractor A &A Sample Time 12:55 PM ASTM C172 Concrete Supplier E.S.G. 58010199 843 Mix Design 313068 Date Cast Load Size Ticket # Cast By ASTM C31 717612009 Pickup Date 10.25 yds Water Added 2 +l- 7.5 Admixtures N/A lim Law 1712009 N/A Spec Air Unit Wt. ASTM C138 P022 -80 Entrained Air ASTM C231 Ambient Temp._ 90 oF Specified Strength 3000psi N/A Date Tested Age (Days) Total Load (lbs) Average Diameter (in) Cylinder Area (in) Compressive Strength (psi) Percent Spec Fracture Type Tested By Time Of Test Cylinder Number 079-A 079-B 079-C 079-D 712312009 BlL312009 8lL3/2009 30495 0 t2.57 0.00 0.00 0.00 4 0 0 0 2427 81 ]DH 8:00 AM6 28 28 H Remarks Smooth move on-site bv hose. mech vib, samoled tO chute rure ffiil Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street x Corvallis, OR 97330 * (541) 758-1302 x (B0O) 383-8855" * Fax (541) 753-2264 ,,P i I't CAnAaDot- D Lotr> ,\ - reLarr Compressive Strength of Concrete c-39 Project Management x Consulting Engineers x Certified Plan Review and Inspection Services x Code Consulting Project Name Hilton Tnn Client Hilton Garden Inn Batch Time 1:09 PM Truck #Bs0 Neoprene Pads ASSHTO T-22 N/A Project# - __1266-001 Contractor A & A ig;t3,9," rime 1:30 PM Mix Design _ __3_96829 Date Cast 717612009 Buitding Concrete Supplier Ticket # Cast By ASTM C31 Pickup Date Load Size 10.25 vds Water Added Hotel E.S.G. 58010203 Jim Lalv 717712009 Load Number 1 5 qal Spec Slump Slump ASrM C143 6.5 in. Concrete Temp. 77 "F ASTM C1064 Initial Cure Min/Max Temp. Structure Placed Column N/9 First Lift Below First Floor 7+l-7 Spec Air 2 +l- t.5 Admixtures GLEN303O Unit Wt.N1A Entrained Air ASTM CBT N/A ASTM C138 Ambient Temp. 90 "F SpecifiedStrength 5000psi Date Tested Age Total Load (lbs) Average Diameter (in) Compressive Strength (psi) Percent Spec Fracture Type Tested By 3537 7L Time Of Test ]DH 7:40 AM Cylinder Area (in)Number L2.57 0.00 0.00 0.00 Cylinder 34 0 0 0 144454 28 28 H 80A 808 80c BOD 712012009 BlL3/2009 81t312009 0 0 0 Remarks I?T:i. r t { slllltL{l Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street x Corvallis, OR 97330 * (541) 758-1302 x (800) 383-8855 * Fax (541) 753-2264 (Days) i'1il:-l ctrnSDOO- olDDa \ \ lffiLarr Compressive Strength of Concrete c-39 Pqect Management x Consulting Engineers x Certified Plan Review and Inspection Services x Code Consulting Project Name Hilton Inn Client Garden Inn Batch Time 9:51 AM Truck #875 Neoprene Pads ASSHTO T-22 N/A Load Number Spec Slump Slump ASTM C143 5 in. Concrete Temp. 75 oF ASTM C1054 Initial Cure Min/Max Temp. Structure Placed Footing gl 0/8.75 Project #1266-001 Contractor A & A Sample Time 10:20 AM ASTM C172 Mix Design 313068 Date Cast 7ll0l20!9 Pickup Date 717u2009 Building Hotel Concrete Supplier E.S.G. Ticket # 58009930 Cast By Jim_Lalu ASTM C31 Load Size 11 yds Water Added N/A 4+l-1 Spec Air 1.5 +/-1.5 Admixtures P022 -80 N/A Entrained Air N/A ASTM C231 Ambient Temp. 70 "F Specified Strength 3000psi Date Tested Age (Days) Total Load (lbs) Average Diameter (in) Cylinder Area (in) Compressive Strength (psi) Percent Spec Fracture Type Tested By Time Of Test Cylinder Number 28 28 H 69A 698 69C 69D 711712009 81712009 8l7l2oo9 26390 L2.57 0.00 0.00 0,00 4 0 0 0 0 2100 70 6 JDH 11:43 AM 0 Remarks Set A - Se-t 1 of 3 - Mech Vib- olaced bv hose- smooth move on site. samoled (O chute. ruroffiN Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 153-2264 1 Unit Wt. ASTM C138 I&!Larr C,DrY\E6DS'U0q2- Compressive Strength of Concrete c-39 Project Management x Consulting Engineers * Certified Plan Review and Inspection Services x Code Consulting Project Name Hilton Inn Client _ ____ HiltplGarden Inn Batch Time 11:28 AM Truck # Project # 1266-001 Contractor A&A Sample Time 11:50 AM ASTM C172 Mix Design 313068 Date Cast 717012009 Load Size 10 yds Building Concrete Supplier Ticket # Cast By ASTM C31 Pickup Date Water Added Hotel E.S.G. s8009939 862 Jim Law 7lLu2A09Neoprene Pads ASSHTO T-22 N/A Load Number 1q Spec Slump Slump ASTM C143 4 in. Concrete Temp. 75 "F ASTM C1064 Initial Cure Min/Max Temp. Structure Placed Footings gl AlI4 N/A l: L SPec Air 1.5 +/-1.5 Admixtures P022 -80 Unit Wt.N/A Entrained Air ASTH C231 NIA ASTM C138 AmbientTemp. 70 oF_ Specified Strength 3000psi Cylinder Number Age (Days) Total Load (lbs) Average Diameter (in) Tested By Tlme Of Test Date Tested 71t712009 817120cE 81712009 0 3 28 704 708 70c 70D t295 4 0 0 0 t2.57 0.00 0.00 0.00 2490 83 2 JDH 11:45 AM oi 0H Remarks Set B - Set 2 of 3 - Mech Vib. nlaced bv hose- smooth move on slte- samoled tO chute. Cylinder Area (in) Compressive Strength (psi) Percent Spec Fracture Type Hm- ruro ffi rrf7\it -t Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-22@ l&ILarr CDrneDoS' DI,D6I : Compressive Strength of Concrete c-39 Project Management x Consulting Engineers x Cedified Plan Review and Inspection Services x Code Consulting Project Name Hilton Garden Inn Client Batch Time Truck # - 853 Neoprene Pads ASSHTO T-22 N/A Load Number 27 Spec Slump 4+l-L Slump ASTM C143 4 in. Concrete Temp. 75 "F ASTM C1064 Initial Cure Min/Max Temp. Structure Placed Footings gl Cl24 Project #1266-001 Building A&A Concrete Supplier Ticket # Cast By ASTM C31 E.S.G. 58009957 Pickup Date 7fi712tr99 Water Added N/A Admixtures P022 -80 Entrained Air ASTM C231 N/A SpecifiedStrength 3000psi Hotel Hilton Garden Inn Contractor 1:41 PM Sample Time 2:10 PM ASTM C172 Mix Design 313068 Jim Law Date Cast 71t012009 Load Size _ 10.15_yds Spec Air Unit Wt. N/A ASTM C138 Ambient Temp. 80 :F Cylinder Number 7tA 7tB 7LC 7LD 28 H 711712009 81712009 81712009 28145 0 L2.57 0.00 0.00 0.00 4 0 0 0 2240 75 3 JDH 11:47 AM Remarks Set C - Set 3 of 3 - Mech Vib. olaced bv hose Date Tested Age (Days) Total Load (lbs) Average Diameter (in) Cylinder Area (in) Compressive Strength (psi) Percent Spec Fracture Type Tested By Time Of Test il Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 525 NW Second Street * Corvallis, OR 97330 * (541) 758-1302 * (800) 383-8855 * Fax (541) 753-2264 Em* ruru ffi N [\lar 15 10 01:20p JonF u1 746 5725 p.1 A & A CONSTRUCTION & DE\TETOPMENT INC. 621 West lt{allon Avenue. Suite 509, Spokane, Washington 99201 (s09) 624-1 l70fax (5091 624-t?5s FAN TRANSMITTAL To: ?,"Ir-^* C^^ti9,Date: ?-ij-lD Page I of Fa>r#ltu - 7Jb L7LFrorn Re: I U 5{l ^ n54 - V3 JB t.e.- q cl -llo- oStqI C.Ii - Contfcctot's licenses Alaska AA2O704 Arizotlo 24027A CaUfortin 760705 hlaho RCEI4?73 66668 Utah 0000431 130 :|ICONDIl34LE ., ryrW p.2il1 76 5725Mar 15 10 01:20p JonF rrli t! iul I tdiirl ].*i ljr-i0 IJ,! !('ta lt : lt:. I"il:'if* 1,1'.;al ,i rirlll lr # i.it,': L;I .lt.'.r: '-. I ,ill,l .!l 0 -: -f' (- L/ .J i t. (^ t rlt Lr IIS\ s_s T i9 T 0 I, r)..t $ r.!) r:\ ;it Irtl J 6, F >u f.r.{ trl i i5E siF 3 d: E*g$*r BI EI .; l!, l,- lr',\. il oiof '.r $.;u.. 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F a\ tr ,, t- -:l lr ii.t-JiqItls I .,r ii i;iq(t+ ..! t.:! d't- l-aril fr li9 C'lg ( , li' iat 'Jf ''c it ;:. \. li t\..t li==,. ll L:i =ll i I I?=!--- s ?ll 'l J":7. -r- t I I _1 r"L ill t-h-'T <, G-- ). ) I (\ t uflclilJ: aEl6g B; d ts96 oc-! a s _'-! ti I Jl I Hi .Tx\ I I I I[[!La,r 525 NW Secocij Slreet, Coruallis.0regon 9?33S { 800.3E3 8855 ph 5a1 75ti.13.1? St541.1n.7264 wwwctaircompe ny.com Daily Field Report Time Arrived: 8:00 AM Project # : 1266-001 No.: 84Date: 2/25/2010 Project Name: Hilton Garden Inn Address: 3528 Gateway, Springfield, OR Building: Hotel Permit # :c8 I 082 Special Inspection: ClientName: AssociatedConsultant Period: Type of Inspections Performed WeatherConditions: clear E Reinforcing Steel n Reinforced Concrete I Concrete Forms E Structural Masonry E shotcrete I epory Anchors E rir. Proofing M Ott"r, wood nailing l) I Structural Steel Fabrication E Structural Steel Erection E Expansion Bolts E Geotech Observations M Structural Fills fJ Sub-grade (footings/slabs) E rit. o.iuing Type Type of Material: Supplier Mix # Slump/Flow (in.) Material Temp. (oF) Ambient Temp. (oF) Time Placed No. of Samples Design Strength (PSI) Total Cubic Yds. Equipment Serial Number Concrete Grout Mortar l- Specific Placement Locations l) Storm trench, south side ofbuilding Roof framing llE-F &241E-F Note: E Previously listed uncorrected items fl Ch"ng., to approved plans and/or specifications by Architect,or Engineer E Corrections ofpreviously listed items X It... requiring correction f] Materials and methods of construction tr Equipment used (i.e. what was used to proof roll or obtain compaction) Field Observations and Comments IReinforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable, density testing on 3/4" minus material used to backfill above noted trench. Density test taken meet or exceed min project See field density sht for test results. At above noted locations, blocking in areas previously noted as incomplete, has been installed. Blocking for bracing per I 0/56.2. Bracing in progress. As a mutual protection lo cliens, the public, and ourselves, all reports are submitted as confidential property ofclients and are int€nded for the use ofour climts or No other person or mtity may utilize the report or any portion thereof without our wrinen pe mission. To the best ofmy knowledge, the work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the I.B.C. except as noted: Inspector Name: Dave Tilton Reviewed by: Ron Tiland nffiLa,r 5?5 NW Secocij Streei. Crrvallis, 0regon 97330 tt800.3i13.i}055 ph 541 7$.1302 h 541.751.2264 www.clairconpony.com Daily Field Report Time Arrived: 8:00 AM Project #I 266-00 I Project Name: Hilton Garden Inn Date:3t2t20t0 Hotel Address: 3528 Gateway, Springfield, OR No.: 85 Permit #c8 l 082 ClientName: AssociatedConsultant Speciat Inspection: g Period: Type of Inspections Performed WeatherConditions: rain I Reinforcing Steel E Ruinforced Concrete n Concrete Forms I Structural Masonry I shotcrete E rpo*y Anchors I rir" Proofing I Structural Steel Fabrication f] Structural Steel Erection I Expansion Bolts I Geotech Observations E Structural Fills E Sub-grade (footingVslabs) E Pil" D.i"iog Type Type of Material: Supplier Mix # Slump/Flow (in.) Material Temp. (oF) Ambient Temp. (oF) Time Placed No. of Samples Design Strength (PSI) Total Cubic Yds. Equipment Serial Number Concrete Grout Mortar Other: Exterior shear wall nailing Specific Placement Locations , Gl9-23 Znd floor to 5th floor f'raming ling at exterior sheathing ofshear walls Note: E Previously listed uncorrected items E Ch"ng". to approved plans and/or specifications by Architect,or Engineer E Corrections of previously listed items E It.., requiring correction E Materials and methods of construction D Equipment used (i,e. what was used to proof roll or obtain compaction) Field Observations and Comments EReinforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable. progressinspectionofnailingandexteriorholddownstrapsinstallationatsheathingofabovenotedshearwalls. l5/32 OSB installed with I l8 and.l3l Pnails in general conformance with schedules Sl.3 Rev 69123109. CMST l2 x9'straps installedat4th floorframing. MSTC66 installed at 5th floor framing. Areas with missing nailing was marked with paint. At 2nd & 3rd floor framing contractor is in process of additional studs in shears. Studs were left out for hold down installation, when completed. Sheathing nailing will need to be verified added studs. As a mutral protection to clients, the public, and ourselves, all reports are submitted as confidential property ofclients and are intended for the usc ofour clients or No other person or entity may utilize the report or any portion thereofwithout our written pemission. To the best ofmy knowledge, the work inspected was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions olthe I.B.C. except as noted: Inspector Name: Dave Tilton Reviewed bv: Ron Tiland ffiLffirr CCI Project#'1266-001 Rev Date: 3-10-10 Covering lssued Daily Field Report Through #5 Non-Compliance Report Specific Placement Locations Description of Problem Type of lnspections Performed MReinforcing Steel EReinforced Concrete EConcrete Forms Estructural Masonry Eshotcrete MEpoxy Anchors EFire Proofing Eotner: I Structural Steel Fabrication f] Structural Steel Erection trExpansion Bolts IGeotech Observations f Structural Fills E Sub-graOe (footings/slabs) Ieite Driving No. 40 Date 8/4/2009 Building Hotel Permit # 09-C8-1082 Period periodic lnspector mike No. 6'l Date 9/15/2009 Building llolel Permit # 09-C8-1082 Period lnspecto r Dave Tilton A) Columns @ 181A, C,E.25, H; 16/,c, C, E.25:21|H. B) Shearwall @ A-C123 C) Epoxy @ column N/8.75. Observed epory of rebar in footing: dowels for columns. Epoxy was Hilti Hit RE 500 with exp. Date 10/09. Work reflects "as-built" condition. Need RFI approved. Embed depth of 8" into column. Holes were drilled with 5/8" diameter carbide tip bit in roto hammer and are ANSI approved. Embed on (2) western holes was 8" and 8-112" on north side 8-1/4" and 8". Holes were cleaned by wire brush and compressed air. Holes uere filled and rebar inserted with a twist. Columns and shearwall appear complete, in place and have proper clearances and are ready to close up and pour. Work appears to comply with manufacturers recommendations (epoxy), approved plans and job specs. except as noted. Reference Documents: Epoxy ESR2322, 52.'l 1) 2nd level deck A-H/1 1.5-24 2) 2nd level deck A-R/1-1 1.5 1) On site for in progress inspection of reinforcing steel placement for above noted deck. Contractor placing misc. trim steel and tying tendons. Received copy of structural observation report by Babrak Amiri dated 9/14109, including revised details for column steel hooks and add steel at elevator for conflict with penetrations. 2) lt has been determined that the stud rails for the type 2 columns were shipped in two pieces. At the columns of pour #1 ('1-1 '1 .5 line) only ('1) of the pieces was installed,so(9)railswith(18)studseachis installed."As-built"conditionisbeing reviewed by EOR. Type of lnspections Performed MReinforcing Steel EReinforced Concrete nConcrete Forms Estructural Masonry Ishotcrete [lEpoxy Anchors EFire Proofing Eother: I Structural Steel Fabrication I Structural Steel Erection IExpansion Bolts EGeotech Observations nstructural Fills E Sub-grade (footings/slabs) IPile Driring Page 1 of2 LAt r CCI Project #1 266-001 Rev Date: 3-10-10 Covering lssued Daily Field Reporl Through #5 Non-Compliance Report Specific Placement Locations City Building lnspector Description of Problem Cc: Owner Building Otfical General Contractor Designer ( Page 2 ot 2 Feb 25 10 p5'02p JonF 541 746 5725 p.1 A &,A CONSTRUCTION & DEWLOPMEIW INC. 621 lfest htallon Avenue, Suite 509, Spokane,Washington 99201 (509) 624-1 170 Fax (509) 624-12s5 F.,4X TRANSMITTAL To:ftb."t Co.{t.. 1g* F..\ - tl.lt-"Gau Intil.. Date: (l-&f * to, Page 1of I Fax # ,rll - laG -1 1"7 tFrom: Re:P T1^r.,-kl - -Sot.: So?-qQl-94 yu Conrractor'sLicens$ AlaskaAA2070l Arizona240270 CiliIornid760705 fulahoRCE|4773 Oregon66668 Utah0000431130 Washington,4ACONDII34LE Feb 25 10 05:02p JonF u1 745 5725 p.2 t.-. ELAIl- DAILY FIELD REPORT OATE a,-1O nME: ARRTVED:DEPARTED: Type of lllaterlal Concnte Grout illorE Srrpplier Mix# Siltmg/FIorY UlderlalTemP- Amb'ErtTetnp. Time Plaoed hb. of Samphs D€slen SlrBnglh (PSl) Trfil Cubic Yds Phsd ilo5: flpsscbr belry stEtd cdaln trc followlm clrack if apPlcdb''--- -;.rt",.tytst€duroolt€frdiEns nOEng€bapprold Erutrrequlrtqg Eo.tectuL flc,srcstiqs*fr€t'bucy Hltsru' dars rd/or spedficuorc by Art thct' d Engh€er' {Ee, @tProiedNu.ISc Itlgne ofPagp Conmcbr: Bulk1tg: Clent Name:*W€lherCsrdtiqs:Md'rcCdihrnrs Equlpment Scrtal NumborTyPe PstunrdollnspoctlonrType Eesrdfil BoIs Gdcdl Obcety.tions Strrraural Fitb Subgnde (froh$/dabs) PIe DiYing RooffE Reiffordtg nffirced Cono€t€ Ecssetrrc Masonry Suctural HFdrbuons Sh.6rral scd &€ction f gructrat ]*rtrete Epory Ardtors FIre ProofirB f cnc coatines D0o,".t+eorvt EItrI F'iald Obsarvadons and Comments checkcd irl tv V-'Y- Af B mutrj Fffi b dimlr. $c il,b|ts.!ftdOurss{v6, dl r€9dtr nE anbaitLd .t Gonfid6tial d rn0ty maY udltrr lho rEport or rny Po.ton thffiol prcperty ol dl€rrs era tnlen&d br ltp u8€ ot ol.r dlgtts oltiy' I sithout arr rrdfln frmd$,]qt .l{oo$dpsl3on appl@ble the cpcciflcadontfarrings,derignapprovsdlhawith@argnenlbuldfitgaccordancewastheo{kflledge,my rptcd:6tfroo.s.s.c.orcspto{ Control Docurnent #Sl OOs No. . bv: