路面工程量計算方法有哪些？
k65+300-k65+718采用一式排水溝k66+045-k66+235采用二式排水溝 總長608m
20cm級配碎石墊層：[(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]×0.2×608 = 3218.6304m3
20cm4%水泥穩(wěn)定碎石底基層：(11.75+0.37+0.37+11.75+0.45)×0.2×608=3002.304m3
20cm5%水泥穩(wěn)定碎石基層：(11.75+0.17+0.17+11.75+0.45)×0.2×608=2953.664m3
0.6cm改性乳化瀝青稀漿封層+透層：(11.75+0.17+0.17+11.75+0.45)×0.006×608=88.61m3
28cm水泥砼面層：(11.75+11.75+0.45)×0.28×608=4077.248m3
1cm橡膠改性瀝青應力吸收層：(11.75+11.75+0.45)×0.01×608=145.616m3
4cm改性瀝青混凝土表面層：(11.75+11.75+0.45)×0.04×608=582.464m3
k65+718-k65+855；k66+235-k66+400兩段工程采用三角形邊溝 總長302m
20cm級配碎石墊層：[(1.029+1.329)÷2+3.5+7.5+0.75+(0.57+0.77)÷2+(0.57+0.77)÷2+11.75] ×0.2×302=1571.5476m3
20cm4%水泥穩(wěn)定碎石底基層：(11.75+0.37+0.37+11.75)×0.2×302=1464.096m3
20cm5%水泥穩(wěn)定碎石基層：(11.75+0.17+0.17+11.75)×0.2×302=1439.936m3
0.6cm改性乳化瀝青稀漿封層+透層：(11.75+0.17+0.17+11.75)×0.006×302=43.19808m3
28cm水泥砼面層：(11.75+11.75)×0.28×302=1987.16m3
1cm橡膠改性瀝青應力吸收層：(11.75+11.75)×0.01×302=70.97m3
4cm改性瀝青混凝土表面層：(11.75+11.75)×0.04×302=283.88m3