19 Oct 2010 - 09:15
Ian Kirk asked the following:
Currently based deepest part of Sahara, we have a haul road , graded Sahara plain .. 450Km long * 10mtrs wide. Haul Road reasonable condition but suffers from corrugations, soft spots ,worn pitted areas of at time very hard desert plain. We have large tonnage truck movements @tonnage loaded 110 tonnes moving 60km/hr @100 vehicles/day but road used by a variety of other vehicles bringing total vehicle movements to 2000 per day. Could a double surface dressing stand up to the stresses imposed by such vehicle movements , ambient temperature here average 38 degrees. The main highway which looks as if it is made of various BS :4987 basecourse materials has broken up and cracked and suffered thermal movements. Quarry materials suggested size 5-12mm and 12 - 25mm basalt , with psv of 60ish. Sorry at this point we do not have details of CBR values of haul road, no rain , no ice. looks as if plain bituminous binder and cationic emulsion suggested , no mention of any polymers. Hope you can help.... No standards here road no 29, etc if you have any on pdf it would be appreciated.