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Report (21)
���� 20, 009-",c, / �~' - - ' �� �� ��������������� ��� ��y ��� � ��� ���� ����> � ENGINEERING GROUP Ms. Susie Nicoli October 26, 2018 1O47OSVVClydesdale P| Tigard, OR, 97233 Re: Foundation Inspection 1O470SVVClydesdale P| Tigard, OR Dear MsNico{i, A site inspection was performed at your residence on October 25, 2018 The purpose of the site inspection was to verify the foundation underpinning work recommended in the Foundation & Elevation Assessment Plan on August 19, 2018 had been performed, The inspection was strictly visual and limited to the underpinned area of the structure. The underpinning work was reportedly completed by Ram Jack West on October 18, 2018, A total of eight (8) 2 718 dnven steel piles and one(1) 2 7/8"helical pile was installed in accordance with the Foundation & Elevation Assessment Plan. Based on the pile installation log pnmided, the pile embedment depths ranged from 35 to 75 feet The reported minimum installation torque for the helical pile was 3056 ft-lb, based onthis torque the mUowab|ecapochyio138k� equals �whiuhthe138kipyrequiredBao--oonthe ' pile installation provided, the minimum reported pressure was 1800 psi. which corresponds- to an allowable capacity of 15.45 kips, exceeding the 13,8 kips required. The underpinning piles appeato have boenp/opedymxta||edinmcuo,danuevvithammthnd\ypica|qftboinduutry, |naddhiun the piles-- lateral braced inaccordance with mechnn181Othe 182 This concludes this report. Observations made in this report pertain to the condition of the residence on the date of the inspection which is subject to change No foundation warranty is expressed or implied by this report other than the warranty provided by the foundation repair contractor. If I can be of further assistance or should you have any questions about this report, please do not hesitate to contact me Sincerely, ' -293487P E OREGON 0 411 �� ~v^ • ' M� L. Ns�~~ EXPIRES: 06-30-A0 James Hogan . Darin Willis, P.E Engineering Technician Managing Principal 8�Z Hothe! 0rme/ Eugene, OR, 97402 1641.89I7%63 / VVVVW NWENGGR,;VPC(-Jo Foreman: Gage Louthan Crew: Start Date: 10/1/18 DRVEN PILE DRIVE LOG ADDRESS: 10470 SW Clydesdale Pt TE y .rd OWNER: Susie Nicoll Special Inspection Engineer: JOB #18-401 _ NWEG: 541.393,7363 ;tea r T. -, Lief • 3 7 7 !err c r • ..F e"i'a X' p t +�5` `� d�'�;g«t �C..=£" .R `��' is + L _ 5 t jut 1(2 (1/2°-,:). sem. -) ? f . 7 sC i .o` , PCa' { . a„ _ ' a 4," „� - tea, ; '� `�_,� 18 7 ;_ a,-..,r'? �,' r Jt. . _ E,s'::.�1 c,' ^s Z. '--q s.,3 717 } „'r i d \..s., z ,ms ' ._ S HELICAL PILE DRIVE LOG # Descri.tion Qty. Per Product # 1Descriptlon 3/8" 4342 10" on 5' - 2 3/8 Threaded 111111Custom Piering: - ' 3/8"MilanNEMBEGIMERMIONIIIIIIIIWood Shims: ` 318" 4323-M 6m/6m" on 5' 2 3/8" i 3/8" 4330 10-12" on 5' -2 3/8 Threaded EMIAngie Iron Per Foot Qty. Per Foot nall 4342 10" on 5' - 2 3/8 Threaded Ea 'Angle Iron Per Foot:A4x6x3/8 Angle + 4343 10" on 7' - 2 3/8 ThreadedM Angle Iron Per Foot:A6x6x1/2 Angle - 4324 8-10" 7' - 2 3/8" Threaded Angle Iron Per Foot:A6x6x3/8 Angle I CEM 4332 10-12" on 7' - 2 3/8 Threaded ail Cha mud Qty. Per Foot sons 4315 5' Ext - 2 3/8 Threaded 11111Channel:Channel C4 5.4 Per Foot sions 4317 7' Ext - 2 3/8 Threaded NM Channel:Channel C6 8.2 Per Foot cam 6029 10" on 5' - 2 3/8" Bolted Chennel:Channel C6 10.5 Per Foo (sions 8502 2' Ext 2 3/8" Bolted Channel:Channel C7 9.8 Per Foot sions 8505 5' Ext 2 3/8" Bolted INN Channel:Channel C7 14.75 Per Foot islons 8507 7' Ext 2 3/8" BoltedNE ,Channel:Channel CS 11.5 Per Foot cm 6129 10" ON 5' - 2 7/8"BoltedCustom Channel • c 6142 10-12" ON 5' - 2 7/8" Bolted all pier Pad Qty. CM 6130 ME 6143 101 10ON ON2" 7 7'- 2 7287/ 8©Ited INN Bolted fAPB Pier Pad 4 Ad) Post Base sions 8602 2' Ext 2 7/8"Bolted sions 8605 5' Ext 2 7/8" Bolted MilFabricated Pr ul tc Q sions 8607 7' Ext 2 7/8" Bolted MINIB-Spacer 6 )sions 6102 2' Ext 2 7/8" Bolted 111111PB 6 X 6 Post Base Fab Shop sions 6106 5' Ext 2 7/8" Bolted NEI Special Helicals cam 4373 10" on 5' - 2 7/8 Threaded Concrete Work EIRM 4362 8-10" ON 5' - 2 7/8 Threaded IIIII Cut Concrete Yes No ZMOI 4368 10-12" ON 5' - 2 7/8" Threaded INN Fill Holes Yes No MEI4374 10" ON 7' - 2 7/8 ThreadedMINI Special Concrete Mix Yes No 2:11234370 10-12" ON 7' - 2 7/8 Threaded mg Cement Bags Yes No !Qty. sions 4382 2' Ext 2 7/8" Threaded M Lumber Yes ,No sions 4385 5' Ext 2 7/8" ThreadedPipe Plumbinc Yes 'No sions 4387 7' Ext 2 7/8" Threaded Fortress Straps Qty. -mm. sions 4422 10' Ext 2 7/8" Threaded mg Beata . 4107 4' Guide 3 1/2" I Generator: Yes No 122n 4107.78 4' Guide Sleeve 2 7/8 Grout Pump: Yes No i 'ckets Custom Brkt `Cement PumZ Yes No _ gro 4001 Corn Bracket (No Seat) = Circle One: arm4021 Hel Brkt tWronq Product to sit Yes (No EEO 4038 Hef Brkt ' Truck Breakdown: Yes No 4040 Flat To:, Equipment Breakdo�.+Yes No gym 4061,78 Fold U 2 7'8" NM Permits: Yes .No gra 4074 NCB - 2 3.18" 8x8 Inspection: ;Yes No 4075 NCB 2 7/8" 4x8 0111111 lam 4079 NCB 2 7 8" 8x8 Toilet I [ Yes !No SZEI 4550,38 Tieback 2 3 8" slim 4550.78 Tieback 2 7,/8" NMI I #jDescriptlon Qty. Per Product # 'Description Starter 4221-R3W 2' Starter Custom Plering: Starter 4235 5' St/Combo a Wood wedges Yes No Time: Starter 4237 7 Starter Angle Iron Per Foot Qty. Per Foot Ext. Custom Extension Angle Iron Per Foot:A4x6x3/8 Angle Ext. 4225 5 Piling 2 7/8 l"r Angie Iron Per Foot:A6x6x1/2 Angle Ext. 4225.35 5' Piling 3 1/2" Angle Iron Per Foot:A6x6x3/8 Angle Ext. 4227 7 Piling 2 7/8 ,-,� Channel Qty. Per Foot Ext. 4227.35 7 Piling 3 1/2" Channel:Channel C4 5.4 Per Foot Channel:Channel C6 8.2 Per Foot Sleeve Custom Guide Sleeve .Channel:Channel C6 10.5 Per Foot\ Sleeve 4107 4' Guide Sleeve 3 1/2' Channel:Channel C7 9.8 Per Foot Sleeve 4107.78 4' Guide Sleeve 2 7/8 Channel:Channel C7 14.75 Per Foot Sleeve 4107.45 5' Guide 4 1/2" Channel:Channel C8 11.5 Per Foot Sleeve 4110 6' Guide 3 1/2" Custom Channel Sleeve 4112 8' Guide 3 1/2" Pier Pad Qty. Sleeve 4116 12' Guide - 3 1/2" APB 4 x 4 Adj Post Base Fabricated Prod u^ts Qty IB-Spacer 6 Brkt. Custom Brkt PB 6 X 6 Post Base Fab Shop Brkt. 4001 Corn Bracket (No Seat) Special Helicals Brkt. 4021 Hel Brkt 6 Concrete Work Brkt. 4035 Shal.Ft Brkt Cut Concrete Fill Holes Yes No Start Date: Special Concrete Mix Yes No End Date: Cement Bags/ s No 'Qty. z Lumber Yes No # of Days Worked: Pipe Plumbini Yes No Crew: Fortress Straps Qty. ' Ira , e G, B.BI3tal3. Generator: Yes No NOTES: � „. ,_ Grout Pump: Yes No Cement Pumr,Yes No .�._ Circle One: Wrong Product to sit Yes Mo Truck Breakdown: Yes No Equipment Breakdoo Yes No Permits: . No Inspection: -ire'$ No Toilet YeS No ToiletYes 'No