Common use of Design Guidelines Clause in Contracts

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve Figure 2 Grading curve of the aggregate in the asphaltic mix with tolerances In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve P (% passing) = 100 . (d/dmax)1/2 where: Figure 2 Grading curve of the aggregate in the asphaltic mix with tolerances In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve P (% passing) = 100 . (d/dmax)1/2 Where: Figure 2 Grading curve of the aggregate in the asphaltic mix with tolerances In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining in order to obtain the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . · (d/dmax)1/2 dmax) 1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve Figure 2 2. Grading curve of the aggregate in the asphaltic mix with tolerances In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining in order to obtain the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . Χ (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve Figure 2 2: Grading curve of the aggregate in the asphaltic mix with tolerances tolerances. In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining in order to obtain the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve Figure 2 2: Grading curve of the aggregate in the asphaltic mix with tolerances tolerances. In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 where: d = square mesh sieve size, in mm dmax dmax dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve E/ECE/324 Add.8/Rev.2/Amend.1 Regulation No. 9 page 21 Figure 2 2: Grading curve of the aggregate in the asphaltic mix with tolerances tolerances. In addition to the above, the following recommendations are given:

Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 . (d/dmax)1/2 whereWhere: d = square mesh sieve size, in mm dmax = 8 mm for the mean curve dmax = 10 mm for the lower tolerance curve dmax = 6.3 mm for the upper tolerance curve Figure 2 Grading curve of the aggregate in the asphaltic mix with tolerances In addition to the above, the following recommendations are given: