{"id":213846,"date":"2024-10-19T13:51:23","date_gmt":"2024-10-19T13:51:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-dd-2322005-2006\/"},"modified":"2024-10-25T06:47:43","modified_gmt":"2024-10-25T06:47:43","slug":"bsi-dd-2322005-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-dd-2322005-2006\/","title":{"rendered":"BSI DD 232:2005 2006"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | DRAFT FOR DEVELOPMENT <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Committees responsible for this Draft for Development <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1 Scope 2 Normative references 3 Definitions binder mixed binder content maximum target binder content 4 Principle 5 Apparatus 5.1 Balance, of not less than 2 kg capacity, accurate to 0.1 g. 5.2 Oven, conforming to BS 2648. It shall be vibration free, with fan-assisted air circulation, and fitted with thermostatic control to maintain the temperature to \u00b11 \u00b0C in the range 80 \u00b0C to 200 \u00b0C. 5.3 Mechanical mixing unit, capable of combining 1 500 g of aggregate, filler and binder speedily and thoroughly without loss, as described in BS 598-107. 5.4 Drainage baskets (10), constructed from perforated metal with 3.1 mm \u00b1 0.1 mm diameter holes and with (38 \u00b1 3) % open area on sides and base to form 100 mm \u00b1 2 mm cubes with feet at each corner of the base of 3 mm \u00b1 0.5 mm diameter and 5 mm \u00b1 1 mm h 5.5 Spatula, with a blade approximately 150 mm long by 25 mm wide. 5.6 Metal trays (10), approximately 150 mm square and 10 mm deep. 5.7 Metal boxes (11), approximately 150 mm by 150 mm. 5.8 Aluminium foil. <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 6 Materials 7 Procedure 7.1 Procedure for individual determinations of drained binder Test temperatures for porous asphalt with unmodified bitumen <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 7.2 Procedure for determination of maximum target binder content 8 Calculations 8.1 Mortar drained 8.2 Maximum target binder content methods 8.3 Maximum target binder content from mortar drained <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Typical diagram of mortar or binder drained 8.4 Maximum target binder content from binder drained <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 9 Reporting of results <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Method for determination of the maximum binder content of bituminous mixtures without excessive binder drainage<\/b><\/p>\n |