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Home My WebLink AboutPermit Field Test & Inspection Report 2006-6-13 \. Efeiffer ElOlgilOleerilOlg ,LLC 606 SummIt Blvd Spnngfield, OR 97477 Ph (541) 747-3766 Fx (541) 747-1 ]83 13 June 2006 Development Services City of Springfield 225 Fifth St. Springfield, OR 97477 Attn: Bob Barnhart Ref: Permit #COM 2006-00685 Springfield Memorial Gardens On 8 June 2006, I performed a special inspection on Helical Piers being installed at Springfield Memorial Gardens to stabilize their structure foundation, Pier #27 went in to the depth specified and encountered a large rock, many of which were in significant evidence around the site. Being able to go no further, but bearing on solid rock, this pier was considered completed with adequate load bearing. The next two piers, #26 and #25 went in smoothly until encountering a layer of shale, which they went through and then locked up, reaching maximum torque. The inspection was terminated at this point. Attached herewith are inspection reports for the three piers referenced in this report. Respectfully, Kenneth S. Pfeiffer, P.E. Pfeiffer Engineering LLC ~J)feiffer ~'~'1~ngineering ,LJLC ~'!.-d 606 SummIt Blvd Springfield, OR 97477 Ph (541) 747-3766 Fx (541) 747-1183 Soecial Insoection Reoort For: Oregon Helical Piers, LLC 2734 Kalmia Street Eugene, OR 97404-1854 Ph,: (541) 689-1414 Permit No,: COM ~--l'DCoffi M~\ C1~InspectionDate: ta/e/o(o . Time: F::>', 6'5 -to- '=" ~ \~ 0f2,. Zip9JA. t!6 Weather: F-t 'r~N;::;r 1 COD L Job Name: ~1(.;f4'F:lD Address: -.150 $=) ~~ City/State: 5Pt:2X~F-tt?lJ) This special inspection covers observation and oversight of the installation of the A.B. Chance Helical Pier products listed below, The pier was installed at the angle and to the depth and torque as reported below, Inspection of additional installed equipment with the pier is noted. For reference, this report may identify the pier, by number, as shown on the engineering plans for this project. Installation depths indicated are from grade to the deepest helix. InsDection Summarv Certifications Field Supervisor: ~~ ~EI~Q.. ,/ Install. Assistant: ' Install. Assistant: Project Pier No. /}.""L V Helical Pier Lead Section PierMod,No,:C.1'50-CXD. Type: S ~l ~ P>''/lDl\/t'2j1 Installed Angle(I): ~o Depth: A ft, Final Torque: ~.tl.l Ft-Lb, Wlu.- i3E:" ~ &p Across Motor Ports: 1 DO \ Lb/in2 V . Extension Shaft(s) 1b 00 \..-'Tl\.JOesz.. ~ o~ tzod Qnty,: PIN C150-0047 (3 ft.) Qnty,: PIN C150-0048 (10 ft,) II Qnty,: \\ PINCI50-0008(5ft,) Qnty,: PIN C150-0009 (7 ft.) Foundation Bracket Bracket Mod, No,: Bracket Mod, No.: C150-0121 C 150-0298 1/2" Brkt-to Fndn Bolts (2) 5/8" Brkt-to-Fndn Bolts (2) (1) Installation angle is measured from plumb, The engineer's stamp appearing on this report is for the information as shown and for the number of sheets indicated (if more than one), and shall not apply to any additional documents, unless specifically stated otherwise herewith, For questions regarding this report (and the attached sheets), please contact Oregon Helical Piers, LLC at (541) 680-1414, or Pfeiffer Engineering, LLC at (541) 747-3766, - l])feiffer -k 'I -1 " lDl g i lDl e e r i lDl g , JL JL C . ~ 4 606 Summit Blvd Sprmgfield. OR 97477 Ph (541) 747-3766 Fx (541) 747-1 183 Soecial Insoection Reoort For: Oregon Helical Piers, LLC 2734 Kalmia Street Eugene, OR 97404-1854 Ph,: (541) 689-1414 Permit No,: COM ~-~5 Job Name: Spa} f\. '9 1==-1 ~LD 1v'\6~spection Date: to .LJ:3!(") (0 Address: .-.:J :::2...6'15 ~A 1 Time: .9 ;~ -20 -to- ~ vz6 City/State: ~PQ..~l9i~lta.D o1ZZipg74i1~ Weather: ~'GAF?T, C'_nr-,L This special inspection covers observation and oversight of the installation of the A,B. Chance Helical Pier products listed below, The pier was installed at the angle and to the depth and torque as reported below. Inspection of additional installed equipment with the pier is noted. For reference, this report may identify the pier, by number, as shown on the engineering plans for this project. Installation depths indicated are from grade to the deepest helix. Insoection Summarv Certifications Field Supervisor: Q.I~ W~L~ j/' Install. Assistant: Install. Assistant: Project Pier No. 'l(P v Helical Pier Lead Section Pier Mod, No,: oP.~ b- 600, Type: 6 1-, )(. tJ31~/t d./12.." Installed Angle : ~. (AJOtE \ \ Depth:., ft, Final Torque: ~ Ft-Lb, ( Nt7tle:. i -.. Wlu.../7E: TIL....t~P Acros~ Motor Ports: ~6'O Lb/in2 / Extension Shaft(s) f7A61t:: TD 00 l<)~~) Qnty,: PIN C150-0047 (3 ft,) Qnty,: PIN C150-0048 (10 ft,) Qnty.: PIN C150-0008 (5 ft.) Qnty,: PIN C150-0009 (7 ft,) Foundation Bracket Bracket Mod, No.: Bracket Mod, No,: C150-0121 C 150-0298 1/2" Brkt-to Fndn Bolts (2) 5/8" Brkt-to-Fndn Bolts (2) (1) Installation angle is measured from plumb, The engineer's stamp appearing on this report is for the information as shown and for the number of sheets indicated (if more than one), and shall not apply to any additional documents, unless specifically stated otherwise herewith, For questions regarding this report (and the attached sheets), please contact Oregon Helical Piers, LLC at (541) 680-1414, !!!: Pfeiffer Engineering, LLC at (541) 747-3766. Dfeiffer -L I~"'\ngineering ,LLC i-J 606 Summit Blvd Spnngfield. OR 97477 Ph (541) 747-3766 Fx (541) 747-1183 Soecial Insoection Reoort For: Oregon Helical Piers, LLC 2734 Kalmia Street Eugene, OR 97404-1854 Ph.: (541) 689-1414 JobName: SP"RLUGF1FJ1'> M6~~ ~ Address: ~~05 M,AL~ City/State: ~ 1}12. Zip 9Ji1.i8 Permit No,: c.otoJ\ '1cC{.o- 00 lDeD Inspection Date: (e,,/~D~ Time: ~ f..~ -to- 9 \. 4f) Weather: ~ rODl. " This special inspection covers observation and oversight of the installation of the A,B. Chance Helical Pier products listed below, The pier was installed at the angle and to the depth and torque as reported below, Inspection of additional installed equipment with the pier is noted. For reference, this report may identify the pier, by number, as shown on the engineering plans for this project. Installation depths indicated are from grade to the deepest helix, Insocction Summarv Certifications Field Supervisor: C9t~ WHs:;~ V Install. Assistant: Install. Assistant: Project Pier No. 26 ~Helical Pier Lead Section Pier Mod, No,: Cf50'" ~, Type: S '-l X e$'lfblVt:2. ~ Installed Anglell): ~c 1JD1E ~Depth: B ft, Final Torque: ~Ft-Lb, ("JOTE: i"; tPLE:4'2- W(.,ti.c. ee- .6.P Across Motor Ports: ~ (jf") Lb/in2 a./'Extension Shaft(s) , u-e:D i() 0 ~ ~) Qnty,: PIN C150-0047 (3 ft.) Qnty,: PIN C150-0048 (10 ft.) Qnty,: , PIN C150-0008 (5 ft.) Qnty,: PIN C150-0009 (7 ft,) Foundation Bracket Bracket Mod, No.: Bracket Mod, No,: C150-0121 C 150-0298 1/2" Brlct-to Fndn Bolts (2) 5/8" Brlct-to-Fndn Bolts (2) (1) Installation angle is measured from plumb, The engineer's stamp appearing on this report is for the information as shown and for the number of sheets indicated (if more than one), and shall not apply to any additional documents, unless specifically stated otherwise herewith, For questions regarding this report (and the attached sheets), please contact Oregon Helical Piers, LLC at (541) 680-1414, or Pfeiffer Engineering, LLC at (541) 747-3766,