graded elongation index -----do----- premix ----do----- iv) Stripping value surfacing. -----do----- v) Water absorption -----do----- vi) Gradation -----do----- vii) Water sensitivity of mix -----do----- viii) Soundness At regular close intervals. ix) Temp binder 2 test per plant. x)Binder content 12 Bituminous i) Quality of binder Same as per Sr.No.9 Macadam ii) Impact / Abrasion Same as per Sr.No.10 Table 900-3 value .(fifth revision 2013) iii) Flakiness & -----do----- elongation index iv) Stripping value ---do----- v) Water sensitivity of -----do----- mix - vi) Water absorption ----do----- vii) Soundness -----do----- viii) Percentage of -----do----- fractural faces. Ix) Gradation -----do ----- x)Binder content & As per Sr. No. 11 aggrt. Grading. xi) Control of temp of At Regular interval. binder & aggregates for mixing & of the mix at the time of laying & rolling. Xii) Rate of spread of At Regular interval. mixed material xiii) Density of one test per 700 sqm compacted layer 13 Dense No. of samples as per I.S. Quality of Bituminous 73, I.RC SP. 53 & I.S. binder Table 900-3 Macadam / 15462. .(fifth revision 2013) Bituminous One test per 350 Cum of ii) Impact / Abrasion Concrete aggregate for each source value and whenever there is change in quality of aggregate.
graded premix surfacing. elongation index iv) Stripping value v) Water absorption vi) Gradation vii) Water sensitivity of mix viii) Soundness ix) Temp binder x)Binder content -----do----- ----do----- -----do----- -----do----- -----do----- -----do----- At regular close intervals. 2 test per plant. 12 Bituminous Macadam i) Quality of binder ii) Impact / Abrasion value iii) Flakiness & elongation index iv) Stripping value v) Water sensitivity of mix vi) Water absorption vii) Soundness viii) Percentage of fractural faces. Ix) Gradation x)Binder content & aggrt. Grading. xi) Control of temp of binder & aggregates for mixing & of the mix at the time of laying & rolling. Xii) Rate of spread of mixed material xiii) Density of compacted layer Same as per Sr.No.9 Same as per Sr.No.10 -----do----- ---do----- -----do----- - ----do----- -----do----- -----do----- -----do ----- As per Sr. No. 11 At Regular interval. At Regular interval. one test per 700 sqm Table 900-3 .(fifth revision 2013) 13 Dense Bituminous Macadam / Bituminous Concrete Quality of binder ii) Impact / Abrasion value No. of samples as per I.S. 73, I.RC SP. 53 & I.S. 15462. One test per 350 Cum of aggregate for each source and whenever there is change in quality of aggregate. Table 900-3 .(fifth revision 2013)
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