环湖支路下面层验收.xls

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k8+2200.0000.0000.0001 k8+2400.0000.0000.0001 k8+2600.0000.0000.0001 k8+2800.0000.0000.0001 k8+3000.0000.0000.0001 k8+3200.0000.0000.0001 k8+3400.0000.0000.0001 k8+3600.0000.0000.0001 k8+3800.0000.0000.0001 k8+4000.0000.0000.0001 k8+4200.0000.0000.0001 k8+4400.0000.0000.0001 k8+4600.0000.0000.0001 k8+4800.0000.0000.0001 k8+5000.0000.0000.0001 k8+5200.0000.0000.0001 k8+5400.0000.0000.0001 k8+5600.0000.0000.0001 k8+5800.0000.0000.0001 k8+6000.0000.0000.0001 k8+6200.0000.0000.0001 k8+6400.0000.0000.0001 k8+6600.0000.0000.0001 k8+6800.0000.0000.0001 k8+7000.0000.0000.0001 k8+7200.0000.0000.0001 k8+7400.0000.0000.0001 k8+7600.0000.0000.0001 k8+7800.0000.0000.0001 k8+8000.0000.0000.0001 k8+8200.0000.0000.0001 k8+8400.0000.0000.0001 k8+8600.0000.0000.0001 k8+8800.0000.0000.0001 k8+9000.0000.0000.0001 k8+9200.0000.0000.0001 k8+9400.0000.0000.0001 k8+9600.0000.0000.0001 k8+9800.0000.0000.0001 k9+0000.0000.0000.0001 k9+0200.0000.0000.0001 k9+0400.0000.0000.0001 k9+0600.0000.0000.0001 k9+0800.0000.0000.0001 k9+1000.0000.0000.0001 k9+1200.0000.0000.0001 k9+1400.0000.0000.0001 k9+1600.0000.0000.0001 k9+1800.0000.0000.0001 k9+2000.0000.0000.0001 k9+2200.0000.0000.0001 k9+2400.0000.0000.0001 k9+2600.0000.0000.0001 k9+2800.0000.0000.0001 k9+3000.0000.0000.0001 k9+3200.0000.0000.0001 k9+3400.0000.0000.0001 k9+3600.0000.0000.0001 k9+3800.0000.0000.0001 k9+4000.0000.0000.0001 k9+4200.0000.0000.0001 第 25 页，共 84 页 环环湖湖支支路路下下面面层层验验收收 桩桩号号 路路面面设设计计高高 程程( (起起点点最最 新新调调整整） 14.714.7月月 左左幅幅设设 计计横横坡坡 (%)(%) 右右幅幅设设 计计横横坡坡 (%)(%) 左左边边距距 右右边边距距 设设计计高高程程地地面面高高程程实实际际厚厚度度(m)(m)路路幅幅标标准准宽宽 左左中中右右左左中中右右左左中中右右左边距 右边距 k0+00042.140-2.00-2.003.303.3042.03442.10042.03400042.03442.10042.0343.503.50 k0+02042.140-2.00-2.003.303.3042.03442.10042.03400042.03442.10042.0343.503.50 k0+04042.140-2.00-2.003.303.3042.03442.10042.03400042.03442.10042.0343.503.50 k0+06042.142-2.00-2.003.303.3042.03642.10242.03600042.03642.10242.0363.503.50 k0+08042.213-2.00-2.003.303.3042.10742.17342.10700042.10742.17342.1073.503.50 k0+10042.384-2.00-2.003.303.3042.27842.34442.27800042.27842.34442.2783.503.50 k0+12042.626-2.00-2.003.303.3042.52042.58642.52000042.52042.58642.5203.503.50 k0+14042.851-2.00-2.003.303.3042.74542.81142.74500042.74542.81142.7453.503.50 k0+16042.934-2.00-2.003.303.3042.82842.89442.82800042.82842.89442.8283.503.50 k0+18042.843-2.00-2.003.303.3042.73742.80342.73700042.73742.80342.7373.503.50 k0+20042.578-2.00-2.003.303.3042.47242.53842.47200042.47242.53842.4723.503.50 k0+22042.139-2.00-2.003.303.3042.03342.09942.03300042.03342.09942.0333.503.50 k0+24041.561-2.00-2.003.303.3041.45541.52141.45500041.45541.52141.4553.503.50 k0+26040.963-2.00-2.003.303.3040.85740.92340.85700040.85740.92340.8573.503.50 k0+28040.365-2.00-2.003.303.3040.25940.32540.25900040.25940.32540.2593.503.50 k0+30039.767-2.00-2.003.303.3039.66139.72739.66100039.66139.72739.6613.503.50 第 26 页，共 84 页 环环湖湖支支路路下下面面层层验验收收 桩桩号号 路路面面设设计计高高 程程( (起起点点最最 新新调调整整） 14.714.7月月 左左幅幅设设 计计横横坡坡 (%)(%) 右右幅幅设设 计计横横坡坡 (%)(%) 左左边边距距 右右边边距距 设设计计高高程程地地面面高高程程实实际际厚厚度度(m)(m)路路幅幅标标准准宽宽 左左中中右右左左中中右右左左中中右右左边距 右边距 k0+32039.164-2.00-2.003.303.3039.05839.12439.05800039.05839.12439.0583.503.50 k0+34038.648-2.00-2.003.303.3038.54238.60838.54200038.54238.60838.5423.503.50 k0+36038.275-2.00-2.003.303.3038.16938.23538.16900038.16938.23538.1693.503.50 k0+38038.045-2.00-2.003.303.3037.93938.00537.93900037.93938.00537.9393.503.50 k0+40037.957-2.00-2.003.303.3037.85137.91737.85100037.85137.91737.8513.503.50 k0+42038.012-2.00-2.003.303.3037.90637.97237.90600037.90637.97237.9063.503.50 k0+44038.210-2.00-2.003.303.3038.10438.17038.10400038.10438.17038.1043.503.50 k0+46038.490-2.00-2.003.303.3038.38438.45038.38400038.38438.45038.3843.503.50 k0+48038.770-2.00-2.003.303.3038.66438.73038.66400038.66438.73038.6643.503.50 k0+50039.050-2.00-2.003.303.3038.94439.01038.94400038.94439.01038.9443.503.50 k0+52039.330-2.00-2.003.303.3039.22439.29039.22400039.22439.29039.2243.503.50 k0+54039.610-2.00-2.003.303.3039.50439.57039.50400039.50439.57039.5043.503.50 k0+56039.890-2.00-2.003.303.3039.78439.85039.78400039.78439.85039.7843.503.50 k0+58040.168-2.00-2.003.303.3040.06240.12840.06200040.06240.12840.0623.503.50 k0+60040.381-2.00-2.003.303.3040.27540.34140.27500040.27540.34140.2753.503.50 k0+62040.493-2.00-2.003.303.3040.38740.45340.38700040.38740.45340.3873.503.50 第 27 页，共 84 页 环环湖湖支支路路下下面面层层验验收收 桩桩号号 路路面面设设计计高高 程程( (起起点点最最 新新调调整整） 14.714.7月月 左左幅幅设设 计计横横坡坡 (%)(%) 右右幅幅设设 计计横横坡坡 (%)(%) 左左边边距距 右右边边距距 设设计计高高程程地地面面高高程程实实际际厚厚度度(m)(m)路路幅幅标标准准宽宽 左左中中右右左左中中右右左左中中右右左边距 右边距 k0+64040.505-2.00-2.003.303.3040.39940.46540.39900040.39940.46540.3993.503.50 k0+66040.417-2.00-2.003.303.3040.31140.37740.31100040.31140.37740.3113.503.50 k0+68040.230-2.00-2.003.303.3040.12440.19040.12400040.12440.19040.1243.503.50 k0+70039.976-2.00-2.003.303.3039.87039.93639.87000039.87039.93639.8703.503.50 k0+72039.720-2.00-2.003.303.3039.61439.68039.61400039.61439.68039.6143.503.50 k0+74039.465-2.00-2.003.303.3039.35939.42539.35900039.35939.42539.3593.503.50 k0+76039.209-2.00-2.003.303.3039.10339.16939.10300039.10339.16939.1033.503.50 k0+78038.954-2.00-2.003.303.3038.84838.91438.84800038.84838.91438.8483.503.50 k0+80038.698-2.00-2.003.303.3038.59238.65838.59200038.59238.65838.5923.503.50 k0+82038.458-2.00-2.003.303.3038.35238.41838.35200038.35238.41838.3523.503.50 k0+84038.257-2.00-2.003.303.3038.15138.21738.15100038.15138.21738.1513.503.50 k0+86038.097-2.00-2.003.303.3037.99138.05737.99100037.99138.05737.9913.503.50 k0+88037.976-2.00-2.003.303.3037.87037.93637.87000037.87037.93637.8703.503.50 k0+90037.895-2.00-2.003.303.3037.78937.85537.78900037.78937.85537.7893.503.50 k0+92037.854-2.00-2.003.303.3037.74837.81437.74800037.74837.81437.7483.503.50 k0+94037.854-2.00-2.003.303.3037.74837.81437.74800037.74837.81437.7483.503.50 第 28 页，共 84 页 环环湖湖支支路路下下面面层层验验收收 桩桩号号 路路面面设设计计高高 程程( (起起点点最最 新新调调整整） 14.714.7月月 左左幅幅设设 计计横横坡坡 (%)(%) 右右幅幅设设 计计横横坡坡 (%)(%) 左左边边距距 右右边边距距 设设计计高高程程地地面面高高程程实实际际厚厚度度(m)(m)路路幅幅标标准准宽宽 左左中中右右左左中中右右左左中中右右左边距 右边距 k0+96037.893-2.00-2.003.303.3037.78737.85337.78700037.78737.85337.7873.503.50 k0+98037.972-2.00-2.003.303.3037.86637.93237.86600037.86637.93237.8663.503.50 k1+00038.084-2.00-2.003.303.3037.97838.04437.97800037.97838.04437.9783.503.50 k1+02038.198-2.00-2.003.303.3038.09238.15838.09200038.09238.15838.0923.503.50 k1+04038.312-2.00-2.003.303.3038.20638.27238.20600038.20638.27238.2063.503.50 k1+06038.426-2.00-2.003.303.3038.32038.38638.32000038.32038.38638.3203.503.50 k1+08038.540-2.00-2.003.303.3038.43438.50038.43400038.43438.50038.4343.503.50 k1+10038.654-2.00-2.003.303.3038.54838.61438.54800038.54838.61438.5483.503.50 k1+12038.768-2.00-2.003.303.3038.66238.72838.66200038.66238.72838.6623.503.50 k1+14038.882-2.00-2.003.303.3038.77638.84238.77600038.77638.84238.7763.503.50 k1+16038.996-2.00-2.003.303.3038.89038.95638.89000038.89038.95638.8903.503.50 k1+18039.110-2.00-2.003.303.3039.00439.07039.00400039.00439.07039.0043.503.50 k1+20039.224-2.00-2.003.303.3039.11839.18439.11800039.11839.18439.1183.503.50 k1+22039.338-2.00-2.003.303.3039.23239.29839.23200039.23239.29839.2323.503.50 k1+24039.452-2.00-2.003.303.3039.34639.41239.3460003