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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2003-2-18 ~eb 18 03 11:02a Ken Marquardt Const 5416884991 p. 1 KEN MARQUARDT CONSTRUCTION, INC. STRUCTURAL MOVING POBox 11764 Eugene, OR 97440 FAX COVER SHEET DATE: 2/18/03 TIME: TO: CITY OF SPRINGFIELD PHONE: I Ann: Bob Barnhart FAX: 726.3676 FROM: ALYSSA GLENN PHONE: (541) 68&4611 KEN MARQUARDT CONSTRUCTION, INC. FAX. (541) 688.4991 NUMBER OF PAGES, INCLUDING COVER SHEET: 2 · PERMIT NO: COM2003~00078 · Final Engineer Report for 1869 E Street \ Please call Ken with any questions 501~8940 ~~& ~@ Feb 18 03 11:02a Feb 17 03 02:36p Ken Marquardt Const Kevln M,Pe~erson 5416884991 IS41J 688-3020 p.2 p,2 DWlllrev.r Enallelriol '.1:. P.O, Box 29'56 Eugene, Oregon '97402 (54J) 688-3020 Fax (541) 607-8201 Location Job # 1869 E Street 3020 Known Information '- FTA2 Sum Plate Areas Psf Soil Cohe51on Area:; 1.34 Co:: 2000 Y5 = 110 H= See Below Nc = 9 PCF fl Nq= Driver used 1 3000 Ft-LO Oisp\acement method Hehcal tt Gage Reading t PSI} Finished Dep1h 1 3~ 9 2 2200 9 :I 2500 9 Torque Method Helical II Gage Rea.dlng ( PSI) 1 aooo 2 2200 3 2500 To(que (Ft- Lbs) 3042 223'1 2535 1-- EffectIVe unit wieght Depth of Helix Soil Factor (9 fOr clays. 0 for silts) Soli Factvr (1 for clays} (.3000 or SOOO Ft,Lb t-lead) UltImate AlIowahle. End BeartngJKips) End BeanftQ ( Kips) 24120 8040 24120 1040 ~.120 3040 I;nd Bearing ( Kips 1 End Bearing ( Kips ) 24333 12166 17844 8922 20277 10139