Gradation Sample Clauses

Gradation. (i) Unless otherwise directed or approved by the Engineer, the grading of sand shall be within the limits indicated hereunder : IS Sieve Designation Percentage passing for 10mm 100 100 100 100 4.75mm 90 – 100 90 – 100 90 – 100 95 – 100 2.36 60 – 95 75 – 100 85 – 100 95 – 100 1.18mm 30 – 70 55 – 90 75 – 100 90 – 100 600 micron 15 – 34 35 – 59 60 – 79 80 – 100 300 micron 5 – 20 8 – 30 12 – 40 15 – 50 (ii) Where the grading falls outside the limits of any particular grading zone of sieves, other than 600 micron I.S sieve, by total amount not exceeding 5 percent, it shall be regarded as falling within that grading zone. This tolerance, shall not be applied to percentage passing the 600 micron I.S. sieve or to percentage passing any other sieve size on the coarser limit of Grading Zone I or the finer limit of Grading Zone IV. Fine aggregates conforming to Grading Zone IV shall not be used. Mix designs and preliminary tests shall show its suitability for producing concrete of specified strength and workability.

Gradation. Percents passing the given sieve sizes shall be as follows: Sieve Sizes Percent Passing ½ inch (12.5mm) 100 3/8 inch (9.5 mm) 95 - 100 No. 4 (4.75 mm) 20 - 90 No. 8 (2.36 mm) 10 - 60 No. 30 (0.60 mm) 0 - 15 When test results for the Sodium Chloride furnished exceed the gradation requirements above, adjustment points will be assessed as follows: Adjustment Points Sieve Size ½in. 3/8in. No.4 No.8 No.30 12.5mm 9.5mm 4.75mm 2.36mm 0.60mm For each 1.0% up to 3.0%Out of Tolerance 1.0 1.0 1.0 1.0 2.0 For each 1.0% > 3.0%Out of Tolerance 1.0 1.0 1.0 1.0 3.0 Gradation adjustment points for the quantity represented shall be the sum of points calculated for up to 3% out of tolerance and the points calculated for greater than 3% out of tolerance. Where Buyers determine that a sample does not meet specifications in chemical composition, moisture, and/or gradation, the following shall be the method of determining the final price per ton:

Gradation. Percents passing the given sieve sizes shall be as follows: When test results for the sodium chloride furnished exceed the gradation requirements above, adjustment points will be assessed as follows: Adjustment Points Sieve Size ½in. 3/8in. No.4 No.8 No.30 12.5mm 9.5mm 4.75mm 2.36mm 0.60mm For each 1.0% up to 3.0% Out of Tolerance 1.0 1.0 1.0 1.0 3.0 For each 1.0% > 3.0% Out of Tolerance 1.0 1.0 1.0 1.0 6.0 Gradation adjustment points for the quantity represented shall be the sum of points calculated for up to 3% out of tolerance and the points calculated for greater than 3% out of tolerance. Where Buyers determine that a sample does not meet specifications in chemical composition, moisture and/or gradation, the following shall be the method of determining the final price per ton: First, tons eligible for payment shall be calculated above. Moisture: Second, a deduction, as specified above, will be made for gradation failure. Finally, the deduction will be determined for chemical composition, unless the chemical composition falls below 84.5 percent at which time the entire amount will be paid for as snow and ice abrasives as noted above.

Gradation. All standard sizes of aggregates shall meet the gradation requirements of Table 905-1 when tested in accordance with AASHTO T27, except that aggregate to be used in a base course or as a stabilizer aggregate will be tested for gradation in accordance with AASHTO T88 as modified by the Department. Copies of the modified test procedures are available upon request from the Materials and Tests Unit. The amount of material passing the No. 200 sieve will be determined by washing. Standard sizes of coarse aggregate are identified by numerical or alphabetical designation. Standard sizes of fine aggregate are identified by number followed by the suffix “S”.

Gradation. Percents passing the given sieve sizes shall be as follows: When test results for the sodium chloride furnished exceed the gradation requirements above, adjustment points will be assessed as follows: ADJUSTMENT POINTS FOR GRADATION Adjustment Points Sieve Size ½in. 3/8in. No.4 No.8 No.30 12.5mm 9.5mm 4.75mm 2.36mm 0.60mm For each 1.0% up to 3.0% Out of Tolerance 1.0 1.0 1.0 1.0 3.0 For each 1.0% > 3.0% Out of Tolerance 1.0 1.0 1.0 1.0 6.0 Gradation adjustment points for the quantity represented shall be the sum of points calculated for up to 3% out of tolerance and the points calculated for greater than 3% out of tolerance. Where Buyers determine that a sample does not meet specifications in chemical composition, moisture and/or gradation, the following shall be the method of determining the final price per ton: First, tons eligible for payment shall be calculated above. Moisture: Second, a deduction, as specified above, will be made for gradation failure. Finally, the deduction will be determined for chemical composition, unless the chemical composition falls below 84.5 percent at which time the entire amount will be paid for as snow and ice abrasives as noted above.

Gradation. Percents passing the given sieve sizes shall be as follows: Sieve Sizes Percent Passing ½ inch (12.5mm) 100 3/8 inch (9.5 mm) 95 - 100 No. 4 (4.75 mm) 20 - 90 No. 8 (2.36 mm) 10 - 60 No. 30 (0.60 mm) 0 - 15 When test results for the Sodium Chloride furnished exceed the gradation requirements above, adjustment points will be assessed as follows: Adjustment Points Sieve Size ½in. 3/8in. No.4 No.8 No.30 12.5mm 9.5mm 4.75mm 2.36mm 0.60mm For each 1.0% up to 3.0%Out of Tolerance 1.0 1.0 1.0 1.0 2.0 For each 1.0% > 3.0%Out of Tolerance 1.0 1.0 1.0 1.0 3.0 Gradation adjustment points for the quantity represented shall be the sum of points calculated for up to 3% out of tolerance and the points calculated for greater than 3% out of tolerance. Where Buyers determine that a sample does not meet specifications in chemical composition, moisture, and/or gradation, the following shall be the method of determining the final price per ton: a) First, tons eligible for payment shall be calculated as noted above in Section 2 – Moisture. b) Second, a deduction, as specified above, will be made for gradation failure. c) Finally, the deduction will be determined for chemical composition, unless the chemical composition falls below eighty-four point five percent (84.5%) at which time the entire amount will be paid for as snow and ice abrasives as noted above.

Gradation. Sieve Sizes Percent Passing ½ inch (12.5mm) 100 3/8 inch (9.5 mm) 95 - 100 No. 4 (4.75 mm) 20 - 95 No. 8 (2.36 mm) 10 - 65 No. 30 (0.60 mm) 0 - 20

Gradation. Fills objects using a gradation that grows lighter towards the center. This can only be specified when Translucent mode is selected in Fill. Specifies the fill width when using the gradation filling. Gradation is used to fill the distance of the width specified from the inside of the frame. Areas not within the gradation width will not be filled. Gradation is applied from the Translucency value specified to 100; Translucency can be specified between 0 and 100. Specifies the solid margin width when using gradation filling. The solid margin width within the gradation width is filled without using gradation, while the remainder of the gradation width is filled using gradation. Reverses the gradation direction when using gradation filling. Objects are filled using gradation that grows darker towards the center. Areas not within the gradation width will be filled using the Translucency value specified. Specifies the type of line for Extend Line on the Edit menu. This is only displayed when Extend Line is selected. Specifies the height in mm of Extend Line arrows on the Edit menu. This is only displayed when Extend Line is selected. Specifies the width in mm of Extend Line arrows on the Edit menu. This is only displayed when Extend Line is selected.

Gradation. The gradation when tested in accordance with the method provided in A.S.T.M. D-1214 (by use of U.S. Standard Sieves) shall be: Size of Sieve % Passing (by Weight) 850 μm (No. 20) 100 600 μm (No. 30) 80-100 300 μm (No. 50) 18-35 180 μm (No. 80) 0-10 150 μm (No. 100) 0-2