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Home My WebLink AboutBuilding Field Test & Inspection Report 2018-12-17Earth EnSrneers/ lnc. DAILY FIELD INSPECTION REPORT e1of1 C ient: Hyland Business Park, LLC Permit No.: City of Springfield 81 1-17- 002798-STR Date: December 17, 2018 Project: High Banks Business Park - Phase 3 - (Building 5) Projeci Address: 5250 High Banks Rd., Springfield, Oreqon 97478 Report No: 18-013-101 cenerat contlactor: John Hyland Construction Subcontraclor:Weather: lnside lrems lnspecred: Simpson Strong-Tie Titen HO Screw Anchors I New lnspection I Re-lnspection Type of lnspections I At Complelion tr ln Progress tr Conlinuous I Penodic Detailed lnspection Notes Departed: 9:00 a.m As requested by John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site on this date to perform periodic inspection on Simpson Strong-Tie Titen HD Screw Anchors installed at Building 5 in sill plate to concrete slab on grade in suites 830, 840 and 850. The seventy-five (75) 5/8" x 6" Simpson Strong-Tie Titen HD Screw Anchors were installed in accordance with the Typical Sill Plate Attachment Detail 1/S4.3 in the City of Springfield approved project plans. Note: the screw anchors had already been installed and tightened by the contractor prior to our arrival on site. ln accordance with Table #1 in the ICC ESR-2713, the maximum installation torque of 1ooft-lb was verified on 100% ofthe 5/8" anchors. The torque was verified using our Craftsman Microtork Torque Wrench (Model No. 34576) with a calibration date of May 30, 2018 To the best of our knowledge, the work inspected on this date by EEI and noted above was in conformance wilh the City of Springfield approved jobsite plans, manufacturer's installation instructions for the Simpson Strong-Tie Titen HD Screw Anchors, ICC ESR 2713 and applicable provisions of the lBC. David Shaw - John Hyland Construction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthew bq-arch.com Robert Castile - Citv of Sprinqfield - rcastile@sprinqfiekLercey Report Reviewed By: RayAliperti ICC#1017075Field staff Name (Print): Pete Furlong Copy of Handwritten Report Lefl on Site: NoField Staff Name (Signalure)le7,^z*/ Our inspection does not relieve the contractor ftom performing in accordance with their conlract and approved permil documenls 4660 frilain Street, Suite 100-1A o Springfield r OR 97478 Phone: 541-393-6340 o Fax: 541-393-6385 www.earth-eng ineers.com Report Distribution (via email): Arrived: 8:00 a.m. 4660 Main Street, Suite 100 . Springfield o OR 97478 Phone: 541-393-6340 o Fax: 541-393-6385 www.ea rth-engineers. com DAILY FIELD INSPECTION REPORT elofl Permit No.: City of Springfield 81 1-17- 002798-STR Date: November 29, 2018client: Hyland Business Park, LLC S on 97478rinfieldOre Project Address: 5250 High Banks Rd.,Reporr No.: 18-01 3-1 00Buildin4 Project: High Banks Business Park - Phase 3 General Cont.actor: John Hyland Construction Subconlractor:Weather: lnside Items tnspected: Simpson Strong-Tie Titen HD Screw Anchors I New lnspection L]RCI 0n of lns ections I Periodicf Continuousf ln ressI Al Com let on Arrived: 1:00 .m,Detailed lns ction Notes De rted: 1:45 m. As requested by John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site on this date to perform periodic inspection on Simpson Skong-Tie Titen HD Screw Anchors installed at Building 4 sill plate to concrete slab on grade in Suite 600. The 5i8' diameter x 6' long Simpson Strong-Tie Titen HD Screw Anchors were installed in accordance with the Typical Sill Plate Attachment Detail 1/S4.3 in the City of Springfield approved project plans. Note: the screw anchors had already been installed and tightened by the contractor prior to our arrival on site. ln accordance with Table #1 in the ICC ESR-2713, the maximum installation torque of 1ooft-lb was verified on 95% of the 5/8" diameter anchors. The torque was verified using our Craftsman Microtork Torque Wrench (Model No. 37425) with a calibration date of May 2018. To the best of our knowledge, the work inspected on this date by EEI and noted above was in conformance with the City of Springfield approved jobsite plans, manufaclurer's installation instructions for the Simpson Strong-Tie Titen HD Screw Anchors, ICC ESR 2713 and applicable provisions of the lBC. ReDort Distribution (via email) David Shaw - John Hyland Construction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbq-a h.com Robert Castile - C of fln !etd-I tn OV Report Reviewed By: Ray Aliperti ICC#1017075Fietd staff Name (Print): Pete Furlong Copy of Handwitten Repo( Lefr on Site: NoField Staff Name (Signature)/,h/,,-1/ Our inspection does not relieve the contractor from performing in accordance with their contract and approved permit documents Earth fngineers, lnc. Earth Engineers, ln.. 4660 Main Street, Suite 100-14 o Springfield . OR 97478 Phone: 541-393-6340 o Fax: 541-393-6385 www.earth-engineers.com DAILY FIELD INSPECTION REPORT Pa el of 1 Client: Hyland Business Park, LLC Permit No.: City of Springfield 81 1-17- 002798-STR Date: June 12, 2018 Project: High Banks Business Park - Phase 3 - (Buildinq 4) Project Address: 5250 High Banks Rd., Springfield, Oregon 97478 Report No.: 18-013-81 General Contractor: John Hyland Construction SubconlractoT Weather: Sunny Items lnspected: High Skength Bolts I New lnspection ! Re lnspection Type of lnspections ! At Completion I In Proqress I Continuous ! Periodic Arrived:11:00 a.m. Detailed lnspection Notes Departed: 1:00 p.m. As requested by John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site this date to perform continuous inspection on 4325 high strength bolts (HSB) located in Building #4: On this date we inspected lhe 112" x2-112" A325 HSB and 314" x2" A325 HSB that were installed between gridlines A and N from 1 to 2. Using the conlractor's Williams HTW 4CP7 torque wrench (S/N 433602), that was calibrated on May 31 , 201 8 (see EEI report 18-013-79), at least 80% of the HSB were inspected and found to be torqued to 1 50 ft.- lbs. for the 1/2" HSB and 300 ft.-lbs. for the 3/4" HSB. To the best of our knowledge, the work inspected by EEI on this date and described herein was in accordance with the City of Springfield approved project plans, the City of Springfield Varco Pruden drawings, and the applicable provisions of the IBC and AISC. Robert castile - City of Springfield - rcastile@sp rinofield-or.qov Field Statf Name (Print): Pete Furlong ACI #00083536 Report Revievted By: RaY AliPerti Field Slaff Signature:(h7,"-1/Copy of Handwitten Report Lefl on Site: No Our inspections do not relieve the conlractor from performing in acco.dance with their conlract and approved permit documents I I I I Distribution (electronic distribution onlv): David Shaw - John Hyland Construction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbo-arch.com I Earth Engineerq lnc. Buildin 4 General conkactor: John Hyland Construction 4660 Main Street, Suite 100-1A o Springfield r OR 97478 Phone: 541-393-6340 r Fax: 541-393-6385 www.earth-en gineers.com Pa e 1 of 3 Items tnspected: All-Thread Epoxy Anchors and Welds rAt Com ietion lds r nP ress I New lnspection D Re-lnspection T e of lns ections r Periodic (Welds) Arrived: 10:30 a.m.Detailed lnspection Notes DeparteqJ 2 As requested by John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site this date to perform inspection on the following items at Building rr4: All-Thread Epoxied Anchor Bolts: continuous inspection was performed during the installation of one hundred thirty two (132) 3/4" all-thread epoxied anchor bolts in the following column base plate locations: B at 2, B at 3, B at 4, C at 2,Cat3,Cal4,Dal2,Dat3,Dat4,Eat2,Eat3,Eat4,Fat2,Fat3,Fat4,Gal2,Gat3,Gat4,Hat2,Hat3, H at4, J at 2, J at 3, J at4,Kat2, K at 3, K at 4, L at 2, L at 3, L at4, M at 2, M at 3 and M at 4. Priorto installation, the pre-drilled holes were cleaned with compressed air and a nylon "bottle" brush. The above listed anchors were installed using Hilti Hit-RE-5000 V3 epoxy with an expiration date of 9-2-2019 and an ICC ESR-3814. The holes were verified to be the proper embedment depth of 1 l'. Prior to installation, the contractor discarded several pumps of the initial epoxy to ensure both parts were adequately mixed. Contractor stated the nuts would be tightened after the epoxy has cured. Contractor was asked to notify our office when additional services are needed. IrI !I 18358 Photo 1: Equipment used to install the 3/4" diameter all{hread epoxy anchor bolts including epoxy, epoxy tubes, and epoxy dispenser. I Continuous (Epo Permit No.: City of Springfield 81 1-17- 002798-STR Subcontractor: Rock Hill Welding and tegon 97478oefd Fabrication welds Report t'to.:'l 8-01 3-76 Weather: Overcast DAILY FIELD INSPECTION REPORT C ient: Hyland Business Park, LLC Date: May 17, 201 8 Project: High Banks Business Park - Phase 3 I Projecl Address: 5250 High Banks Rd., , EEI Report No. 1B-013-76 May 17 ,2018e2ot3 Photo 2: Four 3/4" diameter all{hread epoxy anchor bolts installed into the existing concrete for one of the column base plates using Hilti Hit RE-5000 Welds: periodic inspection was performed on welds at the embed plates to tilt up panel connections in the following localions: Tilt-up panel to footing connection in accordance detail 1/S4.2 (Typical to Foundation Connection); tilt-up panel to tilt up panel connection in accordance with detail 2154.2 (lypical Panel Alignment Clip Detail); and tilt-up panel to tilt up panel connection in accordance with detail 5/54.2 (Typical lnside Corner Connection). All welds were inspected for size, length, profile, and visual discontinuities including porosity, cracking, and incomplete fusion. The welds were not painted at the time of our inspection. All welding was performed by Nicholas Cunningham with Rock Hill Welding and Fabrication. A copy of Mr. Cunningham's welding certificate was provided to us and will be kept in the project file. Photo 3: Tilt-up panel to footing connections with a minimum 1/4" flllet weld in accordance with detail 1/S4.2. 6/l7ml0 l13A ) t I I I I re I EEI Report No. 18-013-76 May 17, 2018 Pa e3of3 Photo 3: Tiltup panel to tilt-up panel connection with a minimum 3/16" fillet weld in accordance with detail 3/S4.2. To the best of our knowledge, the work inspected on this date by EEI and noted above was in conformance with the City of Springfield approved jobsite plans, the installation instructions for the epoxy used, tCC ESR-3814, applicabte provisions of the IBC and AWS D1.1 for welding. Report Distribution (via email): David Shaw - John Hyland Construction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbo-arch.com Robert Castile - Ci ofs IN field - rcastile S nn field-or OV Field Slaff Name (Print): Pete Furlong ACI #00083536 Report Reviewed By: Ray Aliperti ICC#1017075 Copy of Handwitten Reporl Left on Site: NOField Slafi Name (Signalure)^. -, //,htury Ou. inspection does not relieve the contraclor from performing in accordance with their conlract and approved permit documents _l I I i i,.| -" i8 l0;* dl I r Iarth f ngineers, lnc 4660 lt/ain Sheet, Suite 100-1A o Springfield o OR 97478 Phone: 541-393-6340 o Fax: 541-393-6385 www.earth-en gineers.com DAILY FIELD INSPECTION REPORT Pa 1of 3 crient: Hyland Business Park, LLC Pennit No.: City of Springfield 81 1-17- 002798-STR oate: May 23, 2018 Buildin 4&5 Project: High Banks Business Park - Phase 3 S on 97478flletd, o Projecl Address: 5250 High Banks Rd.,Report No.: '18-013-77 ceneral conkactor: John Hyland Construction Subconhaclor:Weather: Sunny Items tnspected: Simpson Strong-Tie Titen HD Screw Anchors & All-Thread Epoxy Anchors I New lnspection El Re-lnspection e of lns ctio n s I Al Com on (Screw Anchors lln Iess I Continuous E r Periodic Screw Anchors Arrived: 7:45 a.m.Detailed lns ection Notes D arted: 9:00 a.m. As requested by John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site this date to perform inspections at Building #4 and Building #5. (Building ,r4) Simpson Strong-Tie Titen HD Screw Anchors: periodic inspection was performed on 314" x 4" Simpson Strong-Tie Titen HD Screw Anchors, model no. THD75400H, installed along gridline N between 1 and 5 in accordance with detail 1'1lS4.2. Note that the screw anchors had already been installed and tightened by the contractor prior to our arrival on site. ln accordance with Table #1 in the ICC ESR-2713, the maximum installation torque of 15oft-lb was verifled using the contractors Armstrong Torque Wrench #'16052930. Photo l: Plates 'l t2" x4" x O'-8" along gridline N from 1 to 5 that were attached to the tilt.up panels using 3/4" x 4" Simpson Titen HD screw anchors in accordance with detail 11/S4.2. I _r...-l N \t tt u,ur I G/A/ml8 07e5! EEI Report No '18-013-76 May 17, 2018 Page 2 of 3 (Building #5) All-Thread Epoxied Anchor Bolts: continuous inspection was performed during the installation of forty (40) 3/4" all-thread epoxied anchor bolts in the following column base plate locations: B at 2, C al2, D at 2, E at 2, F at 2, H al2, J at 2, K at 2, L at 2 and I\il at 2. Prior to installation, pre-drilled holes were cleaned with com pressed air and a nylon "bottle" brush. The above listed anchors were installed using Hilti Hit-RE-5000 V3 epoxy with an expiration date of 1-10-2019 and an ICC ESR-38'14. The holes were verified to be the proper embedment depth of 11". Prior to installation, the contractor discarded several pumps of the initial epoxy to ensure both parts were adequately mixed. Contractor stated the nuts would be tightened after the epoxy has cured. Contractor was asked to notify our office when additional services are needed. Photo 3: lnstalling %" diameter all{hread epoxy anchor bolts within Building #5 using Hilti Hit-RE-5000 V3 epoxy. ttr123l2018 08i31t T Photo 2: A closer view of the plates attached to the tilt-up panels along gridline N from 1 to 5. I ".! ! I o o \rii ,t{ l ,-/ a t EEI Report No. j8-Oj 3-76 May 17 , 2O1Be3of3 To the best of our knowledge the work inspected on this date by EEr and noted above was in conformance wth thecrty of springfierd approved iousite ptans. 'manur;ir;;;;#ffi"n inshuctions for the screw anchors, rcc ESR2713, manufacturer's instaIation instructions forthe "r"rr, ,c"lIi-r814, and appricabre provisions ofthe lBc. Robert Castile - C ot fl td- Report Reviewed By: Ray Aliperti ICC#1017075Field Staff Name (Prinl): Pete Furlong ACI #00083536 Field Slafi Name (Signature)lh7,'-1/Copy of Handwitten Report Lefl on Site: No Our inspection does not relieve the contraclor from peforming in accordance with lheir conlract and approved permit documents I Report Distribution (via email): David Shaw - John Hyland Construction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbq-arch.com Earth fngineers, lnc. 4660 Main Street, Suite 100-'1A r Springfield o OR 97478 Phone: 541-393-6340 r Fax: 541-393-6385 www.earth-engineers. com DAILY FIELD INSPECTION REPORT Pa 1ot1 Client: Hyland Business Park, LLC Permit No.: City of Springfield 81 1-17- 002798-STR Daler August 28, 2018 Report No.: 18-013-92Project: High Banks Business Park - Phase 3 - (Building 5 Loading Oock) ProjectAddress: 5250 High Banks Rd., Springfield, Oregon 97478 ceneral Contractor: John Hyland Construction Subcontractor:Weather: Overcast Items lnspecled: Reinforced Concrete I New lnspection fi Re Inspection Type of lnspections r Conlinuous tr Periodictl At Completion t ln Progress Arrived: 5:45 a.m.Detailed lnspection Notes Departed: 7:00 a.m. As requested by John Hyland Construction, Earth Engineers, lnc. (EEl) representative Pete Furlong responded to the site on this date to perform continuous visual inspection during the placement of concrete at Building 5 loading dock walls. Note: reinforcing steel for the above referenced area was inspected on August 23, 2018 (reference our report 18-01 3- e1). Our representative performed continuous inspection during the placement of concrete in the above referenced locations. Approximately 21.50 yds3 of Knife Rivers approved mix design no. 24V0N55C00 (4,000 psi, 3/4" aggregate, no air) was deposited by boom pump and mechanically consolidated throughout its placement depth. Concrete trucks were inspected for mix design, batch time, slump, and temperature. For more detailed information on concrete placed on this date please reference our concrete strength test report 1 8-013-93. Our representative also cast one set of four (4" x 8') concrete test cylinders from a sample obtained from the 1"t concrete truck load. Our sample had a measured slump of 7". The test cylinders were stored on site in a cooler with temperature-conditioned water for initial curing in accordance with ASTM C31. The test cylinders will be transported to our facility on August 29, 20'18 and placed in a concrete curing tank (lime and water solution) for final curing. The cylinders are scheduled to be tested for compressive strength in accordance with ASTM C39 at (1) 7-day and (3) 28- days. For more detailed information on concrete placed on this date please reference our concrete strength report 18- 013-93. To the best of our knowledge, the work inspected by EEI on this date and described herein was in accordance with the city of Springfield approved project plans, approved mix design, and the applicable provisions of the lBc. Robert Castile - City of Springfield - rcastile@sDrinq field-or.qov Repolt Reviewed By: RaY AliPertiField Stafl Name (Print): Pete Furlong ACI #00083536 Copy of Handvritten Report Left on Site: No-,--/ r'/,hturyField Staff Signaturel Our inspections do not relieve the contractorfrom performing in accordance with their conkacl and approved permit documents Distribution (electronic diskibution onlv) : David Shaw - John Hyland Conslruction - dshaw@ihconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbq-arch.com COMPRESSIVE STRENGTH REPORT OF ST SPECIMENSCONCRETE CYLINDRICAL TE (') 1 - Cone (both ends),2-Cone (oneend) and vertical cracks (other end ), 3 - Columnar vertical cracks,4- Diagonal fracture no cracks through ends, 5 - Side fractures at top or bottom, 6 - Top fractures (Rel: Schenatic ol Typical Fracture Pattems , F ig. 2 in ASTM C39) I Test results comply with project specifications. E Test results do not comply with project specifications. Report Reviewed By (print name): Raymond V. Aliperti 4660 Main Street, Suite 100_14 o Springfietd c OR 97478phone: 541.393.6340 o Fax: 541.393.6385 www.earth_engineers.com zud\M David Shaw - John Hyland Construction - dshaw@jhconst.com Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbg-arch.com Robert Castile - City of Springfield - rcastile@springfield-or.gov Dan Simmons - Knife River - dan.simmons@kniferiver.com crient: Hyland Business park, LLC Permit No: City of S STR pringfield 81 1-1 7-002798- Report Dare: September 25, 2O.l g rrolect: High Banli ness Park - Phase 3s Busi Dock)(Buildin g 5 Loadin Address: 5250 High Bank Oregon 97478 s Rd., Springfietd, Report No.: '18-013-93 Genera 0Cntraclor:oJ nh H nd nCo rUst toctnyla Subconkactor:Weather: Overcast Field Data ASTM C1721C31 ualding S loading dock wallsPlacement Locationi B ang dock wall on the westsideSampling Location: Load Date Placedr 08/28/18 Cast by: Pete Furlons Supptieri Knife River Delivery Ticket No.: 80028483 TrrJck No.: 38.1Load No. (00: 1 of 2 Cubic Yards (o0: 10.75 of 21.50 lvix No.: 24V0N55C00 aatch Time: 5:34 a.m Sample Timer 6:27 a.m Batched Cement (lbs.)5,234 + slag '1,332 N4easured Slump (in.) ASTM C143: 7 Slump Cone t.D. No.: 005 Tamping Rod l.D. No : 006 Balched Hot Water (gat ): 214 Added al jobsite (gal): 5 Measured Air Content (o/o) ASTM Ct73/ASTMC231 Batched Fine Aggregate (tbs ) 15,200 LD. No.: 002l\4aterial Temperature at Samptin g (oF) ASTM C1064: 72 Batched Course Aggregate (tbs.): 1 8,640 Air Temperature at Sampting (oF) ASTM Ct064 52 t.o. No.: 002 Admirrures: VMAR3 (1 95o2.), WRDA64 (332 oz.) Mallet l.D. No.: 004 Test Cylinder Tamping Rod t.D. No.: 009 r - Standard Curing (ini initial curing. The next d No. and then stored in a tial/final methods): Test cylinders were s ay the cylinders were transported to our concrete curing tank (water/lime solutio tored on-site in a cooler with temperature-conditioned water for facility, stripped from their plastic molds, labeted with their tD n) for final curing. Descri piion of Curinq lVethod AST[.4 C31 Date and Time Removed From N4otds: 08/29118 at 9:05 a.m Curing Temperature (.F) ASTM C3t: High-79 row_61 t.D.No.: 002 Comments: Sample Size 4"x8" Laboratory Data ASTM C39lC51'l lo'123'l EEI Lab No. Tesl Age (days)Test Date Maximum Load (lbs.) Average Diameter (in.) Compressive Skength, fc (10 psi) Fracture Type (') Test By (initials) 4072 7 44,762 4.00 4073 ZO 6,120 bU 09t25118 78,253 4.00 12.56 6,2 30 3 PF 4075 28 09t25t18 4.01 Ave e f'c at 28 da 6,080 Mix Design Strength (psi): 4,000 Specified Structural Strength (psi): 4,000Set # (o0: 1 of 1 Earth Engineerg lnc. Report Reviewed By (signature): Reoort Distribution (email onlv): Unbonded Cap Type (durometer) 09i 04/18 60 | 12.62 ls,eooI60 l3lPF28 I- or/rsru 4074 77,n6 | 4.0'r I o.az T cr*" I Sectronat AreaI t"o,nt frl.s6-t 3"560 fficr T 3 IPF 74,462 Earth Engineers, lnc. 4660 Main Street, Suite 100-1A o Springfield r OR 97478 Phone: 541-393-6340 o Fax: 541-393-6385 www.earth-engineers. com DAILY FIELD REPORT el of 1 crienr: Hyland Business Park, LLC Date; August 29, 2018 Project: High Banks Business Park - Phase 3 (Building 5 Loading Dock) ProjectAddress: 5250 High Banks Rd., Springfield, Oregon 97478 Report No.: '18-013-94 cenerat contractor: John Hyland Construction Subcontractor:---Weather: SUnny Task Performed: Sample Pick-Up, Building #5 Loading Dock Arrived: 8:45 a.m Detailed Field Notes Departed: 9:00 a.m. Earth Engineers, lnc. (EEl) representative Pete Furlong was on site this date to pick up 1 set of 4 (4" x 8") concrete test samples that were cast on August 28, 20'18 (reference our report 1 8-013-92). The samples were transported to our facility for final storage in accordance with ASTM C31 procedures and compression testing in accordance with ASTM C39 procedures. The results of the tests will be presented in our report 1 8-013-93. Distribution (electro nic distribution onlV) David Shaw - John Hyl and Construction - dsha hconst Kevin Wilger - Structural Source - kevinw@struct ral-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbo-arch.com Robert Castile - City of Springfield - rcastile@sorinofaeld-or.qov Report Reviewed By: RaY AliPertiFietd stafi Name (Print): Pete Furlong ACI #00083536 Copy of Handv/ritten Report LeIt on Site: NOle4Jry/Field Staff Signalure Permit No.: City of Springfield 81 I -17- 002798-STR Earth fngineerg ln.. 4660 Main Street, Suite 100-1A o Springfield o OR 97478 Phone: 541-393-6340 o Fax 541-393-6385 www.earth-engineers. com DAILY FIELD INSPEGTION REPORT e1o'f 2 Client: Hyland Business Park, LLC Permit No.: City of Springfield 81 'l- 17- 002798-STR Date: August 23, 2018 3 Docu ild in 5 Load in Project: High Banks Business Park - Phase d o on 97478 ProjectAddress: 5250 High Banks Rd., I neport tlo.:'l8-013-91 General contractor: John Hyland Construction subconkactor: Santiam Steel Wealher Clear Items lnspected: ReinfOrci Steel and Concrete Formwork I New lns D RC.I of lns ns rAl n lttn ! Continuous I Periodic Arrived: 12:30 .m.Detailed lns n Notes De rted: 1:30 m As requested by John Hyland Construction, Earth Engineers, lnc. (EEl) representative Ray Aliperti was on site this date to perform periodic visual inspection of reinforcing steel for the Building 5 loading dock walls. The reinforcing steel was inspected for grade, size, Iap, placement and clearances where applicable. The rebar was secured against displacement using annealed tie wire. The reinforcing steel was placed in accordance with the revised plan sheet and details on S4.5 for the proposed Building 5 loading dock. To the best of our knowledge, the work inspected by EEI on this date and described herein was in accordance with the City of Springfield approved project plans, revised plan sheet S4.5, and the applicable provisions of the lBC. Photo 1: Reinforcing steel for the wall along the e toading dock (view is looking southeast) astside of the Building 5 A "dra EEI Report No. 18-01 1 3-91 August 23, 2018 Pa e2ol2 :-.-_ Photo 2: Reinforcing steel for the wall along the eastside of the Building 5 loading dock (view is looking northeast). Photo 3: Reinforcing steel for the wall along the westside of the Building 5 loading dock (view is looking west). Djstribut on (e eclron c distr bution only) David Shaw - John Hyland Construction - dshaw@ihconst com. Kevin Wilger - Structural Source - kevinw@structural-source.com Matt Matthews - TBG Architects and Planners - mmatthews@tbq-arch com Robert Castile - City of Springfield - rcastile@sprinofleld-or.oov Field Staff Name (Prinl): Ray Aliperti ICC #1017075 npvuField Staff Signalure Copy of Handwritten Report Lefl on Site: NO Our inspections do not relieve the contraclor from performing in accordance with thelr conlracl and approved permit documents I r*,i ftr.fl i I I 08/43/20!6 (Df_ ir *- 4 Report Revie\red By: Ray Aliperti Earth Engineers, lnc. 4660 Main Street, Suite 100-14 o Springfield o OR 9747g Phone: 54'l-393-6340 o Fax: 541-393_6385 www. earth_engineers. com DAILY FIELD INSPECTION REPORT Pa e1of1 client: Hyland Business Park, LLC Permit No.: City of Springtield 811-17- 002798-STR Date: July 5, 2018 J_Buildin 5 Project: High Banks Business Park - Phase S n 97478rineldo Project Addressr 5250 High Banks Rd ,Report No.: 18-013-84 Items lnspected: Hi h Strength Bolts I Re'lI New Lns ection T e of lns ctions rAt sson CInP tl Continuous I Periodic Arrived: 10:00 a.m.Detailed lns tion Notes Oe arted:2:30 .m. As requested by Stephen Klemmer with John Hyland Construction, Earth Engineers, lnc. representative Pete Furlong was at the above referenced project site on this date to perform inspection on 4325 high strength bolts (HSB) in the beam to beam and beam to column connections located in Building #5. On this date we inspected all the 4325 HSB that were installed in the beam to beam and beam to column connections from gridtine A to N between 1 and 3. Using the contractor's Williams HTW 4CP7 torque wrench (S/N A33602), that was calibrated on May 31, 2018 (see EEI report 18-013-79) we inspected at least 80% of the HSB. The 1/2" HSB were verified to be torqued to 150 ft.lbs. and the 3/4" HSB were verilled to be torqued to 300 ft -lbs' The A32S HSB located at the Lateral Frame Column along gridline G from 1 to 3 were tensioned using Turn-of-the-Nut method. The 4325 HSB were initially verified to be snug{ight then the bolts were match marked and then the additionat 1/3 turn applied as required in the AISC manual. To the best of our knowledge, the work inspected by EEI on this date and described herein was in accordance with the city of springfield approved project plans, lcc ESR-3814 and the appticable provisions of the lBc and Alsc manual Distribution (el ronic distribution on lv) David Shaw - John Hyland Construction - dshaw@l hconst.com Kevin Wilger - Structural Source - kevinw(Ostructural-source'com Matt Matthews - TBG Architects and Planners - mmatthews@tbo-arch.com Robert Castile - City of Springfield -rcastile S fl ld-or Report Revie\^€d BY: RaY Aliperti Field Stafi Name (Print): Pete ACI #00083536Furlong Copy of Handwritten Report Lefl on Site No /,h7,.-2,2/Field Staff Signalure Our inspections do nol relieve the contraclor from performing in accord ance with their contract and approved permit documents General Conkactor: John Hyland Construction weather: ClearSubcontractor: Earth Engineers, lnc 4660 Main Street, Suite 100-14 o Springfietd o OR 92478 Phone: 541.393.6340 o Fax: S4'1.393.638s www. earth-engineers. com DAILY FIELD OBSERVATION REPORT e1ol2 client: Hyland Business Park, LLC Permit No.: City of Springield 8'l 1-17- 002798-STR Date: August 1, 2018 Project: High Banks Business Park - Phase 3 (Building #5 Loading Dock) Project Address: 5250 High Banks Rd., Springfield, Oregon 97478 Reporl No.: 18-013-85 cenera Conlractor John Hyland Construction Subcontractor:---Weather: Clear r New Observation nRe-ObservalionItems obsetued: Proofroll at Building 5 Loading Dock e of Observations r Continuous D Periodico Al Completion r ln Progress Arrived: '11:'15 a.m.Detailed Observation Notes De rted: l1 :45 a.m As requested by John Hyland Construction, Earth Engineers, lnc. (EEl) representative Ray Aliperti was on site today to observe a proofroll at finished subgrade elevation under the proposed Building 5 loading dock. The proofroll was performed to assist us in determining the stability of the exposed soils which appeared to be a mixture of 3/4"-minus, 1-1l2"-minus, and well-graded gravel with silt and sand (tocally referred to as "bar-run" gravel). Prior to performing the proofroll, the surface of the area was compacted using a large vibratory Smooth drum roller' The proofroll was conducted using a loaded tandem axle water truck weighing approximately 40,000 pounds No deflections (pumping) were observed under the wheel loads of the dump truck and no wheel tracking (rutting) occurred, indicating a well-compacted and stable surface at this time' To the best of our knowledge, the work observed on this date by EEI and noted above was in accordance the city of Springtield approved plans and applicable provisions of the IBC' i* EEI Report No. 18-0'13-85 August 1 , 2018 e2o'f2 Photo 1: The proposed loading dock area on the eastside of Building 5 that was proofrolled on August 1 , 2018 Field Staff Nam;(Pr'nt): Ray Atipetli tcc #1 017075 Report Reviewed gy: ftay AtipeftiStaftS,s Copy ofHandwrifte;Report Lefi on Site: NoOurervat,ona the COntra clor tom wilh their conlracl and Permit I I Distribution (electronic distribution onlv). David Shaw - John Hyland Construction - dshaw@lhconst.com Matt Matthews -I a. I