Sections 3 3 Fall Spring Students 200 200 Sections 12 10 *Not included in section count since 370 is a "super-section" and its count is included in previous cohorts' count. Summary of Analysis of Course Rotation Academic Year Fall Semester Spring Semester Courses Sections Needed Courses Sections Needed Courses Sections Needed Honors 111 Honors ...
Course Rotation. The following course rotation is the recommended sequence of coursework for students pursuing the MS in Teaching, Learning and Leadership, option in Reading and Literacy. This course sequence and plan of study is designed so that students may complete this degree option in two years, although personalized pacing is also available.
IDT Course Rotation. Please visit Student/Alumni Records System (STARS) for the most current courses offerings.. Fall. IDT 433G Instructional 3D Modeling and Animation (3 SH, online, starting in Fall 2121 every other fall); IDT 500 Intro to the IDT Field (3 SH, online); IDT 510 Principles of Instructional Design (3 SH, online); IDT 512 Instructional Development for Business and …
Section 2. Psychiatric residents evaluate patients who present at PES. Supervision is provided by the Associate Chief of Staff. Offered continuously throughout the year. Prerequisite: On call weekend and night psychiatric resident at WLA-Healthcare Center. Section 3.
A primary objective when designing side slopes should be to provide slopes which are vehicletraversable to the extent that the driver may regain control and bring the vehicle to a safe stop. If itis not possible to provide traversable slopes due to excessive embankment heights, right-of-waylimitations, the close proximity of roadside hazards, and/or other considerations, guide railing shouldbe placed at the outside edge of the shoulder in accordance with current warrants. See Chapter10 for a discussion of recoverable, non-recoverable and traversable slopes and the warrants forbarriers to shield slopes.
This Open-Graded Surface course provides a pavement with both surface and internal drainagechannels to reduce "hydroplaning" of vehicle tires under heavy rain conditions by quickly removingexcess water from the traveled surface. This mix should be considered for use in areas with ahistory of a high number of wet-weather skidding accidents. However, open-graded mixes tend to
The procurement of right of way widths that will accommodate reasonable clear zone widths, stableslopes and the construction, drainage, maintenance, and development of an a esthetically pleasinghighway is an important part of the overall design. The designer should pay particular attention toright of way width requirements during construction, especially where it will be necessary tomaintain traffic during the construction process. If the section involves significant heights of cut orfill, a narrow right of way width may require the construction of a costly temporary retaining wall.Early in the scoping/design process, construction sequencing should be discussed with theRegional Geotechnical Engineer, who can provide valuable assistance in determining whether atemporary wall is needed or feasible and, if so, what type should be used. Wall costs may varywidely and are dependent on the type of wall and soil conditions. If any need for temporary walls isidentified, the Real Estate Office should be involved to determine whether it would be preferable tobuild the wall or avoid that need by acquiring adequate right of way or temporary easements.Consideration should also be given to an off-site detour.
Rutting problems are particularly likely to develop in residential areas whereditches are absent or minimal and topsoil extends close to the road. When such roads are to bereconstructed, care should be taken to ensure that steps have been taken to minimize the frequencyof vehicles driving off of the shoulder and/or that the material immediately adjacent to the shoulderhas reasonably good strength to resist the development of ruts.
A median is the portion of a divided highway separating the traveled way for traffic in oppositedirections. Medians are highly desirable on highways carrying opposing high-speed, high-volumetraffic on four or more lanes. The use of uneven medians may be an economical alternative wherethe topography would necessitate large volumes of earthwork to permit the travel lanes for oppositedirections to be placed at the same level. The design of medians should satisfy the clear zone orbarrier requirements identified in Chapter 10. In general, medians should be as wide as practical.Refer to Figure 3-9 for Typical Wide Medians. Wider medians tend to reduce the frequency ofsevere accidents, provide for future lane additions, and lessen headlight glare problems. Alltransitions in median width should be effected gracefully to preclude any appearance of distortedor forced alignment. When feasible, these transitions should be accomplished along horizontalcurves. Drainage systems should be designed for wide medians, while narrow medians may eitherdrain across the pavement or, where curbed medians are used, drain into a drainage system at theedge of the median. Any ditches used in median clear zones should satisfy the traversability,hardware and depth design criteria identified in Chapter 10 and Section 3.2.14.