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pavement classification r1, r2, r3 r4

add R1, R2, R3 sub R5, R1, R4 • The hazard add R1, R2, R3 sub R5, R1, R4 • RAW hazard is extremely common IF ID EX MEM WB IF ID EX MEM WB CSE 240A Dean Tullsen WAW Hazard •later instruction tries to write an operand before earlier instruction writes it •The dependence add R1, R2, R3 sub R1, R2, R4 •The hazard lw R1, R2, R3 sub R1, R2, R4 Classification Counts CCC Travel Time Counts CTT Turning Movements CTM R4 R3 R2 R1 R1a 120 100 90 70 60 40 40 100 80 70 60 50 30 30 80 60 60 50 40 20 20 Design Standard Design Speed ( km / hr ) ... 2.2 Road Classification 2.2.1 Function of Road 2.3 Road Administration 2.4 Access Control 2.4.1 Degree of Control ... 4.2.7 Pavement Widening on Curves 4.2.8 Sight Distance on Horizontal Curves The tables below should be used to assist in the ... R1 (fc) R2 & R3 (fc) R4 (fc) Expressway . 8 R1-6 IN-STREET PEDESTRIAN CROSSING SIGN Revised (a) justification & (b) placement (added MUTCD Section 2B.12 Para 3) 9 R1-9 OVERHEAD PEDESTRIAN CROSSING SIGN NEW SIGN 10 R1-10P EXCEPT RIGHT TURN PLAQUE Revised nomenclature (previously R1-1-1), size & layout of existing message. R3 HIGHWAY DESIGN REQUIREMENTS R3.1 Design Speeds Purpose and intent: The purpose and intent of the FR Forestry Resource Classification is to preserve land that is suited for multiple-use resource management. Additionally, pavement classification shall be determined based upon the proposed pavement design of new or reconstruction projects or of the existing pavement for street lighting retrofit projects. The R4's will cause shallower impressions on soft lawn than the R1, usually have more plies and stiffer sidewalls (a plus for heavy loader work), cost more but will load up easier in … The Consulting Engineer shall confirm the classification with the Approving Officer at a pre-design meeting. R4's, generally called industrial, also have a bar pattern but the bars tend to be closer together and flatter. It is further intended that this classification will permit limited agricultural activities. Arithmetic average of the VL values for the pavement types R1, R2, R3 and R4 on the line 2 is 9.49, 7.75, 7.87 and 8.7 (T able 5), respectively. R2 HIGHWAY CLASSIFICATION The appropriate classification shall be consistent with the Official Community Plan (OCP). (Based on the values in Table 2 for R2 and R3 pavement classifications) Uniformity Veiling Ratio Luminanc R1 R2 & R4 Ratio lux/fc lux/fc lux/fc L vma /L av Freeway Class A 6.0/0.6 9.0/0.9 8.0/0.8 3.0 0.3 Freeway Class 4.0/0.4 6.0/0.6 5.0/0.5 3.0 0.3 ... Pavement Classification (Minimum maintained Average Values) Road and Pedestrian Conflict Are High 1.0 1.4 1.3 3.0

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