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109Dy.Ex. Engr.10. ThermoplasticPainti)Glass beed contentsand grading analysis.One Test for 3 Km.Work.ii)iii)iv)v)Reflectance andYellowness indexFlowabilitySoftening PointDraying Time.One Test for 3 Km.Work.One Test for 3 Km. Work.One Test for 3 Km. Work.One Test for 3 Km. Work.11. GranularSub-basei)ii)iii)iv)v)GradationAterberg limitsMoisture content prior tocompactionDensity of compactedlayerC.B.R.One test per 200 Cum.One test per 200 M 3One test per 250 M 3As required.M.O.S.T.Specification Table900-3.12. BituminousMacadam&Semi-denseBituminousConcrete.i)ii)iii)iv)v)vi)vii)viii)ix)Quality of binderImpact / Abrasion valueFlakiness / ElongationIndexStripping valueWater sensitivity of MixWater AbsorptionSoundness% of fractural facesGradationSame as per Sr.No. 7Same as per Sr.No. 9Same as per Sr.No. 9Same as per Sr.No. 9Same as per Sr.No. 9Same as per Sr.No. 9Same as per Sr.No. 9Same as per Sr.No. 02 tests per day perplant both on individualconstituents & mixedaggregates from dryerM.O.S.T.Specification Table900-4.x)xi)xii)xiii)Binder content & aggr.GradingControl of Temp ofbinder & aggregates formixing & of the mix atthe time of laying &rolling.Rate of spread of mixedmaterialDensity of compactedlayer.Periodic subject tominimum of 2 tests perday per plant.At regular closeintervals.Regular control throughchecks of layerthickness.One test per 250 Sq.M.Signature of Contractor No. of corrections Executive Engineer