31 50 - 4 sets No. 1700-9) – 51 & Above - 4 sets + 1 additional set for each 50 cum or part thereof. M.O.RT H. Rigid specification 900 Pavement (Fifth revision Table No. 900-6) 4 Cement i) Comp. Strength One test for each I.S. 8112 -1989 ii) Initial setting time consignment of 50 MT iii) Final setting time (1000 bags) or part thereof. iv) Specific Gravity v) Soundness vi) Fineness 5 Steel i)Weight per meter One test for every 5.0 I.S. 432 ii) Ultimate Tensile METRIC TONNE or part IS 1786-1985 stress thereof for each diameter. iii) Yield stress iv) Elongation 6 Granular i) Gradation One test per 400 cum. Sub Base ii) Aturberg limits One test per 400 cum. Table 900-3 iii) Moisture content One test per 400 cum. .(fifth revision 2013) prior to compaction. iv) Density and One test per 1000 sqm compacted layer v) CBR As required 7 Water i) Aggregate Impact One test per 1000 cum. bound value Table 900-3 macadam ii) Gradation One test per 250 cum. .(fifth revision 2013) iii) Flakiness Index & One test per 500 cum. Elongation Index. Iv) Atterberg limits of 1 test per 50 cum of binding binding material. material. V) Atterberg limits of One test per 100 cum. Of portion of aggregates aggregate passing 425 Micron. 8 Wet Mix i) Aggregate Impact One test per 1000 cum. Macadam value Table 900-3 ii) Gradation One test per 200 cum. .(fifth revision 2013) iii) Flakiness Index & One test per 500 cum. Elongation Index.
Rigid Pavement 31 – 50 - 4 sets 51 & Above - 4 sets + 1 additional set for each 50 cum or part thereof. No. 1700-9) M.O.RT H. specification 900 (Fifth revision Table No. 900-6) 4 Cement i) Comp. Strength ii) Initial setting time iii) Final setting time iv) Specific Gravity v) Soundness vi) Fineness One test for each consignment of 50 MT (1000 bags) or part thereof. I.S. 8112 -1989 5 Steel i)Weight per meter ii) Ultimate Tensile stress iii) Yield stress iv) Elongation One test for every 5.0 METRIC TONNE or part thereof for each diameter. I.S. 432 IS 1786-1985 6 Granular Sub Base i) Gradation ii) Aturberg limits iii) Moisture content prior to compaction. iv) Density and compacted layer v) CBR One test per 400 cum. One test per 400 cum. One test per 400 cum. One test per 1000 sqm As required Table 900-3 .(fifth revision 2013) 7 Water bound macadam i) Aggregate Impact value ii) Gradation iii) Flakiness Index & Elongation Index. Iv) Atterberg limits of binding material. V) Atterberg limits of portion of aggregates passing 425 Micron. One test per 1000 cum. One test per 250 cum. One test per 500 cum. 1 test per 50 cum of binding material. One test per 100 cum. Of aggregate Table 900-3 .(fifth revision 2013) 8 Wet Mix Macadam i) Aggregate Impact value ii) Gradation iii) Flakiness Index & Elongation Index. One test per 1000 cum. One test per 200 cum. One test per 500 cum. Table 900-3 .(fifth revision 2013)
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