DT1348 Sieve Analysis for Mixture of Fine and Coarse ...
SIEVE ANALYSIS FOR MIXTURE OF Wisconsin Department of Transportation
FINE AND COARSE AGGREGATES
DT1348 2/2006
|Project Information |Project |
| | |
| | |Contract |County |
| | H | | |
|Deposit Identification |Contractor and/or Producer |Sample No. |
| | | | |
| Crushed Stone | Base Course | 3/4 inch |Sampled at |Date |
|Crushed Gravel |Other |1 – 1/4 inches | | |
|Blend | |3 inches | | |
| | |Open Graded | | |
| | |Other | | |
| | | |Materials Accepted at |Time |
| | | | | |
|MOISTURE CONTENT |Weight of Total Sample (dry, unwashed) |
| | |
| |Weight of R4.75 mm (No. 4) dry, unwashed = 0. (A) |
| | |
| |Weight of P4.75 mm (No. 4) dry, unwashed = 0. (B) |
|Weight of Sample (moist) | | |
|Weight of Sample (dry) | | |
|Moisture Loss | | |
|% Moisture | | |
|R-4.75 mm (R-4) MATERIAL |P-4.75 mm (P-4) MATERIAL |TOTAL MATERIALS |
| | |(% Passing) |
| |Wt. = | |
| |(Min. 500 g) | |
|Sieve |Weight |% |% |
| |Retained |Retained |Pass (C) |
|NOTE: If test does not meet contract requirement notify Project Engineer and indicate the action taken. |
| |
| |
|Sampled by |Date |Tested by |Date |
| | | | |
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