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BOEING EVERETT SECTION 34 11 13 <br /> NEW RAIL SPUR ��� <br /> WORK ORDER '�0305 <br /> i. Conduct ultrasonic lesling within 12 inches of ea�ii rail end wdh the 1-inch diameter <br /> 45-degree probe, as in AAicle 1 04D.4 e and also with a 1-inch diameter, 0-degree <br /> probe irom the top ol the rail head, vertically,and through the rail web, laterally. The <br /> back refiedion tor the lateral measurement lhrough the rail web is the web surtace <br /> opposite the probe side. <br /> g Conducl ultraaonic tesling by a qualified technician. Provide qualification ceAificalion <br /> oi each individual conducting ultrasonic inspeclion oi Ihe material. <br /> h Pertnanenlly mark mdir,ations on lhe rail head directly over the defect localion with the <br /> percentage amplitude relative to the back reflection. <br /> i Have lhe manutacturerlumish lhe rail inspection resulls required to completeAREMA <br /> Forms 401A lhrough 401C as shown in appendix B oi the AREMA prior to 1993. <br /> 5 As an alternative to lhe requirements oi Arlicle 1.04D 4 above, ultrasanicalty test rails 100 <br /> percent in-line wilh the rail manufacturer's fully computerized testing unit Ullraso�ic testing, <br /> calibralion reil and calibralwn references slandard shall conform to lhe requirements of <br /> Chapter 4, P3rt 2, Section �.1 8 of the AREMA specificalion. <br /> 6 Make rail tests and mspections at the mill before shipment. Assume full responsibility for <br /> testing indicated. Give lhe Boemg Construction Manager suHicienl notice when testing is <br /> proposed so the tesls may be witnessed Provide the Bcemg ConstrucLon Manager free <br /> entry al all times lo the manufacturer's mill to inspecl the prceessing and lesling of rail while <br /> work on this Contrect is being performed PeAorm tests specified herein at no additional <br /> cost Testing shall be witnessed and certified by a qualified mdependent testing firtn or <br /> individual. <br /> 1.5 DELIVERY, HANDLING AND STORAGE <br /> A. Handle rails caretully to avoid damage. Load lhem head up wilh the branding on rails facing in the <br /> same diredion Sort and load raiis together according to their markmgs Do nol intermix rails of <br /> diHerent markings in loading If lhere are not enough rails ol one marking for a full car, smaller <br /> groups consisting of trers of diHerent markings may be loaded onto one car. <br /> B. Load rads with adequate wood stnps between the liere of rail to prevenl damage in Uansit. <br /> C. Rail shall not be slockplled and stored withln the slreel right-of-ways. <br /> PART2 -PRODUCTS <br /> 21 RAIL <br /> A. General <br /> 1 Stael rads for mstallation on ballasted tracks,rail spur t�acks and for special trackworks,shall <br /> bc 115 RE (or 112RE tield to veniy)standard chemistry rail wdh mimmum 300 HB (Brinnell <br /> Nardness) reds All steel rads shall conform to the requirements oi the following sections of <br /> the Amencan Railway Engmeering and Maintenance•of-Way Assoaa6on(AREMA)Manual <br /> for Railway Engineenng,Volume I, Chapter 4"Rail". Part 1.1 —Recommended Rail Sec6on <br /> and Part 2 -Specihcations(Specdirations for Steel Rails)except as modified by lhis Section. <br /> 2 Rails shall be new rails manufacWred Irom conlinuous cast blooms prur.ess. <br /> Permd Set 34 i t 73- 3 <br /> September 23. 2011 <br />