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1、路基防護(hù)工程數(shù)量表S326瀏陽市澄潭江至寧鄉(xiāng)縣沙田公路(暮坪湘江特大橋工程)C5-2-20 第 2 頁 共 2 頁序工 程 名 稱邊坡級數(shù)坡率平均防護(hù)高度采 用漿砌片石護(hù)坡(或農(nóng)田路段)橋頭路基（預(yù)制混凝土塊護(hù)坡）檢查踏步兼急流槽及長 度級數(shù)位置圖 紙面積挖基M7.5漿砌片石粘性土C20砼六棱塊M7.5漿砌片石噴播草籽培土長度挖基M7.5漿砌片石備 注號位 置(m)共n級第n級m編 號m2m3m3m3m3m3m2m3mm3m31234567101112131415161718192021221AK0+238AK0+24810.00111.506.0016.22.154.88.210.81.662、.72BK0+380BK0+39010.00111.505.0013.52.145.76.99.01.45.83AK0+273AK0+30049.00111.502.40212.0130.5101.04AK0+360AK0+39840.00111.502.40173.1106.582.45BK0+505BK0+51510.00111.501.9034.323.017.96CK0+614CK0+63420.00111.501.7061.343.233.67CK0+760CK0+79027.00111.501.9092.562.248.38CK1+034CK1+07133.00111.501.903、113.076.059.19CK1+175CK1+19018.00111.502.3074.646.636.110DK0+750DK0+78035.00111.501.70107.375.558.911DK0+812DK0+83523.00111.502.0082.954.642.412DK0+850DK0+89037.00111.502.50166.8101.278.213DK0+890DK0+94088.00111.502.50396.6240.6186.114DK1+050DK1+12074.00111.502.40320.2197.0152.515DK1+090DK1+13040.004、111.502.00144.295.073.81617合計5141978.71251.83230.529.74.133.815.119.83.012.6181920212223242526編制：復(fù)核：審核：整體K165120165198t平交口0整體K165198165361t路肩擋墻0整體K165361165426.0福星中橋5整體K165426.0165436t實心六角塊5整體K165436.0165840t0整體K165840165986.5t路堤擋墻0整體K165986.5166051.5宗師廟中橋5整體K166051.5166061.5t實心六角塊5整體K166061.51661365、.5t0右副-分離路基YK166136.54166280t接右線5右副-分離路基YK166280166600t5右副-分離路基YK166600166650w0右副-分離路基YK166650167150t右副-分離路基YK167150167220t0右副-分離路基YK167150167220t下部滿鋪0右副-分離路基YK167220167410t5右副-分離路基YK167410167490w0右副-分離路基YK167490167700t0右副-分離路基YK167700167820t平交口右副-分離路基YK167820167944.302t接右線5左副-分離路基ZK166140.19166200t6、5左副-分離路基ZK166200166460t5左副-分離路基ZK166460166640w5左副-分離路基ZK166640166670w5左副-分離路基ZK166670166760t5左副-分離路基ZK166760166930t5左副-分離路基ZK166930167150w0左副-分離路基ZK167150167290t5左副-分離路基ZK167290167400t5左副-分離路基ZK167400167630w5左副-分離路基ZK167630167700t5左副-分離路基ZK167700167820t0左副-分離路基ZK167700167820t下部滿鋪5左副-分離路基ZK16782016797、39.533t5整體K167944.3168010.0w5整體K168010.0168040.0t0整體K168040.0168170.0t路堤擋墻5整體K168170.0168210.0t5整體K168210.0168250.0w5整體K168250.0168265.0t0整體K168265.0168335.0t路堤擋墻5整體K168335.0168365.0t5整體K168365.0168410.0w5整體K168410.0168493.0t5整體K168493.0168510.0w5整體K168510.0168580.2t0整體（完全利用）K168580.2170546.1完全利用0整體8、（完全利用）K170546.1170599.9張公橋（完全利用）整體（完全利用）K170599.9170937.4完全利用5整體K170925.1170945w5整體K170945171382t0整體K171382171480t路堤擋墻0整體K171480171720t5整體K171720171890w0整體K171890172125t5整體K172125172195w5整體K172195172365w5整體K172365172400t整體K172400172500t0整體K172400172500t下部滿鋪0整體K172500172600t整體K172600172655t0整體K1726009、172655t下部滿鋪5整體K172655172685t0整體K172685173012.5t路肩擋墻0整體K173012.5173077.5鄧家灣中橋5整體K173077.5173087.5t實心六角塊5整體K173087.5173090t5整體K173090173500w0整體K173500173580t0整體K173580173620t路堤擋墻0整體K173620173750t5整體K173750173820t5整體K173820173980t5整體K173980174610w5整體K174610174730t5整體K174730174820w5整體K174820174890t5整體K110、74890174980w0整體K174980175095.5t0整體K175095.5175105.5t空心六角塊0整體K175105.5175243.5韶山支線高速分離立交0整體K175243.5175253.5t空心六角塊0整體K175253.5175352.5t0整體K175352.5175362.5t空心六角塊0整體K175362.5175567.5八角塘大橋5整體K175567.5175577.5t空心六角塊5整體K175577.5175590t5整體K175590175740w5整體K175740175930t5整體K175930176090w5整體K176090176160t0整11、體K176160176270t5整體K176270176350w0整體K176350176570t5整體K176570176750w0整體K176750176840t滿鋪5整體K176840176930w0整體K176930177173t滿鋪0整體K177173177183t空心六角塊0整體K177183177321長韶婁高速分離立交0整體K177321177331t空心六角塊0整體K177331177390t5整體K177390177460w0整體K177460177575t5整體K177575177635w0整體K177635177760t5整體K177760177850w0整體K177812、50177990t滿鋪5整體K177990178090w5整體K178090178190t5整體K178190178340w0整體K178340178385t0整體K178385178630t路堤擋墻5整體K178630178640t滿鋪0整體K178640179080t路堤擋墻5整體K179080179110t0整體K179110179300t路堤擋墻5整體K179300179480t0整體K179480179530t路肩擋墻5整體K179530179605t0整體K179605179683t路肩擋墻5整體K179683179790t5整體K179790179900w5整體K1799001813、0044.27t0右副-分離路基YK180044.27180160t接左幅5右副-分離路基YK180160180195w5右副-分離路基YK180195180250t5右副-分離路基YK180250180267t0右副-分離路基YK180250180267t下部滿鋪5右副-分離路基YK180267180600t5右副-分離路基YK180600180688t滿鋪0右副-分離路基YK180688180858t路肩擋墻0右副-分離路基YK180858182140t右副-分離路基YK182140182281.064t接左幅5左副-分離路基ZK180044.27180150t5左副-分離路基ZK180114、50180330w5左副-分離路基ZK180330180470t0左副-分離路基ZK180330180470t下部滿鋪5左副-分離路基ZK180470180550w5左副-分離路基ZK180550180720t5左副-分離路基ZK180720180840w5左副-分離路基ZK180840182285.827t0整體K182281.064182545t路肩擋墻5整體K182545182827.5t5整體K182827.5182837.5t空心六角塊0整體K182837.5182902.5東湖塘1#中橋5整體K182902.5182912.5t空心六角塊5整體K182912.5182930.0t015、整體K182930.0183060.0t路堤擋墻0整體K183060.0183141.3t路肩擋墻5整體K183141.3183253t0整體K183253183446t路肩擋墻0整體K183446183487t0整體K183487184088t路堤擋墻5整體K184088184611.5t5整體K184611.5184621.5t實心六角塊0整體K184621.5184646.5東湖塘2#中橋5整體K184646.5184656.5t實心六角塊5整體K184656.5185030.0t5整體K185030.0185160.0w5整體K185160.0185220.0w5整體K185220.016、185320.0t5整體K185320.0185430.0w0整體K185430.0185600.0t5整體K185600.0185770.0w5整體K185770.0185810.0t5整體K185810.0185820.0w5整體K185820.0185900.0w整體K185900.0186000.0t防護(hù)高度 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