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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2003-2-18 (2) Feb 18 03 11:02a Ken Marquardt Canst 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 I'AX: 726.3676 FROM: ALYSSA GLENN PHONE: (541) 688.4611 KEN MARQUARDT CONSTRUCTION, INe. 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 &S>~11> ~@ Feb 18 03 11:02a ~ Feb 17 03 02:3Sp Ken Marquardt Canst K~vln M.Pe~erson 5416884991 1541J 688-3020 p.2 p.2 Owen Ir.ver En.lI.cring P.C. P,O. Box 29'56 Eugene, Oregon '97402 (54J) 688-3020 Fax (541) 607-8201 Location 1869 E Street 3020 / JOb II K('lown Information fT"2 Sum Plate Areas Psr Soil Cohesion PCF Effective unit wieght n Depth of Helix Sotl Factor (9 for clays. 0 for sIlts) Soil Factor (1 for clays) ft-LD (3000 OJ 5000 Ft-Lb Head) Oisp\acement method Ulbmate Allowable I Helical tt Gage Reading f PSI ~ Finished Depth I Feet lEnd Bearinq ( KiDS \ End Beaflfl9 ( Kips) 1 3000 9 24120 8040 :it 2200 9 241%0 8040 :1 ISoct 9 2..120 3040 Area Ie 1.34 C~ 2000 ys = 110 H= See Below Nc = 9 Nq= 1 Driver used 3000 Torque Method Helical It Gage Rea(hn~ ( PSI) 1 1000 2 2200 3 2500 Torque (Ft- Lbs) 3042 Z2:r1 2535 End Bearin~ ( Kips 1 Endt:i"aring ( Kips J 24333 12166 17844 892Z 20271 10139