路面工程量计算方法有哪些？
K65+300-k65+718采用一式排水沟k66+045-k66+235采用二式排水沟 总长608m
20cm级配碎石垫层：[(1.029+1.329)2+3.5+7.5+0.75+(0.57+0.77)2+(0.57+0.77) 2+11.75+0.45]0.2608 = 3218.6304m3
20cm4%水泥稳定碎石底基层：(11.75+0.37+0.37+11.75+0.45)0.2608=3002.304m3
20cm5%水泥稳定碎石基层：(11.75+0.17+0.17+11.75+0.45)0.2608=2953.664m3
0.6cm改性乳化沥青稀浆封层+透层：(11.75+0.17+0.17+11.75+0.45)0.006608=88.61m3
28cm水泥砼面层：(11.75+11.75+0.45)0.28608=4077.248m3
1cm橡胶改性沥青应力吸收层：(11.75+11.75+0.45)0.01608=145.616m3
4cm改性沥青混凝土表面层：(11.75+11.75+0.45)0.04608=582.464m3
k65+718-k65+855；k66+235-k66+400两段工程采用三角形边沟总长302m
20cm级配碎石垫层：[(1.029+1.329)2+3.5+7.5+0.75+(0.57+0.77)2+(0.57+0.77)2+11.75] 0.2302=1571.5476m3
20cm4%水泥稳定碎石底基层：(11.75+0.37+0.37+11.75)0.2302=1464.096m3
20cm5%水泥稳定碎石基层：(11.75+0.17+0.17+11.75)0.2302=1439.936m3
0.6cm改性乳化沥青稀浆封层+透层：(11.75+0.17+0.17+11.75)0.006302=43.19808m3
28cm水泥砼面层：(11.75+11.75)0.28302=1987.16m3
1cm橡胶改性沥青应力吸收层：(11.75+11.75)0.01302=70.97m3
4cm改性沥青混凝土表面层：(11.75+11.75)0.04302=283.88m3