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Modern bridges carry very high moving loads and span over long distances ASTM A709 HPS 70W (yield strength of 70 ksi) is being used by many states for anges in hybrid girders exceeding 100 ft spans Overall costs of construction and life cycle costs are reduced The author has used hybrid HPS 70W steel girders on a number of bridge projects Other advantages are enhanced resistance to fracture, elimination of maintenance painting, and improved vertical under clearance due to resulting shallow girders Hybrid systems are possible by keeping web material as 50W steel Currently, rolled sections are not available in 70W steel and the availability of a range of plate thicknesses is limited Greater delivery time needs to be allowed in the construction schedule High performance and hybrid steel (grade 70):

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1 Steel for girder webs and anges shall be a combination of ASTM A709-00 grade HPS70W manufactured by the thermo-mechanical controlled processing (TMCP) or quenched and tempered heat treatment processing along with ASTM A588/709 grade 50W All other steel shall be ASTM A709-00 grade 50W 2 The following plan note establishes speci cation requirements for fabrication of hybrid girders using high performance grade 70 steel: This work shall be performed as modi ed by the Guide for Highway Bridge Fabrication with HPS70W Steel, a supplement to ANSI/ AASHTO AWS D15 This work consists of furnishing all necessary labor, materials, and equipment to furnish and erect structural steel members, designed as a hybrid/mix of steel materials consisting of ASTM A709, high performance grade HSP70W in combination with grade 50W steel 3 If projected ADTT exceeds 500, design live load will be HL-93 Fatigue analysis will be based on projected ADTT Survey of CVN toughness requirements: Fracturetoughness for steels in civil structures is typically measured using the charpy V-notch (CVN) test This test is speci ed where fracture is a concern The high strain rate during this test is not representative of strain rates applied to structures in service and test temperatures do not match service temperatures Complications occur when different codes, standards, and speci cations require signi cantly different test temperatures and minimum toughness Steel designated CVN shall be impact tested to exceed the test values of ASTM A709-00 table S12 Non-Fracture Critical Impact Test Requirements for zone 2, temperature range 4 Compactness and bracing requirements for high performance steel girders: Earls, Shah, and Thomas experimentally veri ed nonlinear nite element modeling techniquesfor the study of high performance steel (HPS) I-shaped bridgegirders An evaluation as to the appropriateness of using thecurrent American bridge speci cation provisions for cross-sectional compactness and adequatebracing was carried out within the context of applications involvingA709 grade HPS483W high performance steel Based on research, it appears that the current AASHTO ange compactness and bracing provisions are inadequate when applied to A709 grade HPS 483W bridge girders Intense interactions between local and global buckling, as observed during the failure of the bridge girders, may be the cause New ange and web compactness criteria, as well as new bracing criteria, are proposed by Earls et al for use in the design of A709 grade HPS483W bridge girders Fabrication restrictions include: 1 Application of heat for curving and straightening applications, camber, and sweep adjustment heating is limited to 1100 F maximum, and must be approved 2 Based on the experience of one fabricator, extreme caution should be exercised when submerged arc welding electrode recommended in appendix A of the AASHTO Guide for Highway Bridge Fabrication with HPS70W Steel It has produced weldment containing unacceptable discontinuities in a substantial number of complete penetration groove welds Consideration will be given to other welding processes if quali ed and tested and as required by the referenced speci cations 3 In addition to the requirements of ANSI/AASHTO/AWS D15 Section 517, all procedure quali cation tests must be ultrasonically tested in conformance with the requirements of AWS D15-95, Section 6, Part c Evaluation must be in accordance with AWS D15-95, Table 91, ultrasonic acceptance rejection criteria tensile stress 4 Galvanizing: The plates, hardware, and accessories shall be galvanized after fabrication in accordance with ASTM A 123 or ASTM A 153 Galvanizing damage during erection shall be repaired in an acceptable manner.

8The terms Y , C , and C denote digital encoded component video signals The terms Y, R-Y, and B-Y are b r

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