橋-路基過渡段級配碎石填筑施工總結報告

2 3 3 5 6 7 9 2DK416+321.98~DK416+387.98根3姓名姓名性別男男工限4男男男男男男男男管領工員管5管管男女機單位個臺臺臺臺輛數(shù)量678機輛臺稱動態(tài)變形模量測試儀臺臺臺把把臺臺7臺套臺套臺靜態(tài)變形模量測試儀案8調應調應S20/-GPB-1102-001。9碾檢分層循環(huán)壓測 h并度(cm)數(shù)高(m)高(m)度(cm)高(m)55.72056.07055.99835.027.8度(cm)數(shù)高(m)高(m)度(cm)高(m)55.99356.34156.27234.927.9度(cm)數(shù)高(m)高(m)度(cm)高(m)56.27156.61956.54934.727.8高 (m)高(m)高(m)度 (cm)度 數(shù)56.54956.84756.78529.823.7度(cm)數(shù)高(m)高(m)度(cm)高(m)碾Evd(Mpa)結論結論合格合格合格層DK6DK6DK16Kpa(Kpa(g/cm3)pa%(g/cm3)/Mpa/m.355.3//////.355.3//////5.342.39.222.27.95.342.39.222.27.950.975.65.15.03//5.272.25.382.36.97.272.25.382.36.970.9651.5405.05.4/5DK4161+340DK4161+360DK4161+38078.877.4/72.467.077.3/73.573.478.2/69.1/5.25.45.35.05.25.6/05/0.990.98.990.99/2.41.442.44/.322.29.322.32合格合格合格復復4.208//88//8.432.465.86.05.9DK6DK6DK16DK6DK6遍數(shù)2.352.365靜1弱1強35.15.35.62.342.362.345靜1弱1強35.75.44.92.33 (g/cm3)/.242.24.232.22/2.32K//.960.96.950.95/.980.99Mpa/m/24/pa57.8/54.678.582.076.5pa/////DK62.422.455.85.96.12.4684.075.2/82.1.292.31.980.9908(g/c(g/cEv2MpaMpa/m第三層層位里部%MpaK0K0K00數(shù)5558式//m3)//m3)///////////：錄記：錄記22.31DK41靜1弱15.92.450.991802.286+368強4弱15.52.410.98184//合格2.30靜16.12.460.991802/0靜126結論結論合格合格合層DK6DK6DK655率%/度(g/cm3)/度(g/cm3)/K//Mpa/m/Mpa/Mpa///DK68181DK68//////格合/格合/格合/格1亮2011.5.1層%%KK(g/c(g/cMMpaMpaMpa/m結論數(shù)DK4165+340DK4165+360DK4165+380DK4168+340式//m3)//m3)///////合/格合/格合/格合/格115.485.35.315.385.65.51//DK6DK6/5.4