1、路基防护工程数量表S326浏阳市澄潭江至宁乡县沙田公路(暮坪湘江特大桥工程)C5-2-20 第 2 页 共 2 页序工 程 名 称边坡级数坡率平均防护高度采 用浆砌片石护坡(或农田路段)桥头路基（预制混凝土块护坡）检查踏步兼急流槽及长 度级数位置图 纸面积挖基M7.5浆砌片石粘性土C20砼六棱块M7.5浆砌片石喷播草籽培土长度挖基M7.5浆砌片石备 注号位 置(m)共n级第n级m编 号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合计5141978.71251.83230.529.74.133.815.119.83.012.6181920212223242526编制：复核：审核：整体K165120165198t平交口0整体K165198165361t路肩挡墙0整体K165361165426.0福星中桥5整体K165426.0165436t实心六角块5整体K165436.0165840t0整体K165840165986.5t路堤挡墙0整体K165986.5166051.5宗师庙中桥5整体K166051.5166061.5t实心六角块5整体K166061.51661365、.5t0右副-分离路基YK166136.54166280t接右线5右副-分离路基YK166280166600t5右副-分离路基YK166600166650w0右副-分离路基YK166650167150t右副-分离路基YK167150167220t0右副-分离路基YK167150167220t下部满铺0右副-分离路基YK167220167410t5右副-分离路基YK167410167490w0右副-分离路基YK167490167700t0右副-分离路基YK167700167820t平交口右副-分离路基YK167820167944.302t接右线5左副-分离路基ZK166140.19166200t6、5左副-分离路基ZK166200166460t5左副-分离路基ZK166460166640w5左副-分离路基ZK166640166670w5左副-分离路基ZK166670166760t5左副-分离路基ZK166760166930t5左副-分离路基ZK166930167150w0左副-分离路基ZK167150167290t5左副-分离路基ZK167290167400t5左副-分离路基ZK167400167630w5左副-分离路基ZK167630167700t5左副-分离路基ZK167700167820t0左副-分离路基ZK167700167820t下部满铺5左副-分离路基ZK16782016797、39.533t5整体K167944.3168010.0w5整体K168010.0168040.0t0整体K168040.0168170.0t路堤挡墙5整体K168170.0168210.0t5整体K168210.0168250.0w5整体K168250.0168265.0t0整体K168265.0168335.0t路堤挡墙5整体K168335.0168365.0t5整体K168365.0168410.0w5整体K168410.0168493.0t5整体K168493.0168510.0w5整体K168510.0168580.2t0整体（完全利用）K168580.2170546.1完全利用0整体8、（完全利用）K170546.1170599.9张公桥（完全利用）整体（完全利用）K170599.9170937.4完全利用5整体K170925.1170945w5整体K170945171382t0整体K171382171480t路堤挡墙0整体K171480171720t5整体K171720171890w0整体K171890172125t5整体K172125172195w5整体K172195172365w5整体K172365172400t整体K172400172500t0整体K172400172500t下部满铺0整体K172500172600t整体K172600172655t0整体K1726009、172655t下部满铺5整体K172655172685t0整体K172685173012.5t路肩挡墙0整体K173012.5173077.5邓家湾中桥5整体K173077.5173087.5t实心六角块5整体K173087.5173090t5整体K173090173500w0整体K173500173580t0整体K173580173620t路堤挡墙0整体K173620173750t5整体K173750173820t5整体K173820173980t5整体K173980174610w5整体K174610174730t5整体K174730174820w5整体K174820174890t5整体K110、74890174980w0整体K174980175095.5t0整体K175095.5175105.5t空心六角块0整体K175105.5175243.5韶山支线高速分离立交0整体K175243.5175253.5t空心六角块0整体K175253.5175352.5t0整体K175352.5175362.5t空心六角块0整体K175362.5175567.5八角塘大桥5整体K175567.5175577.5t空心六角块5整体K175577.5175590t5整体K175590175740w5整体K175740175930t5整体K175930176090w5整体K176090176160t0整11、体K176160176270t5整体K176270176350w0整体K176350176570t5整体K176570176750w0整体K176750176840t满铺5整体K176840176930w0整体K176930177173t满铺0整体K177173177183t空心六角块0整体K177183177321长韶娄高速分离立交0整体K177321177331t空心六角块0整体K177331177390t5整体K177390177460w0整体K177460177575t5整体K177575177635w0整体K177635177760t5整体K177760177850w0整体K177812、50177990t满铺5整体K177990178090w5整体K178090178190t5整体K178190178340w0整体K178340178385t0整体K178385178630t路堤挡墙5整体K178630178640t满铺0整体K178640179080t路堤挡墙5整体K179080179110t0整体K179110179300t路堤挡墙5整体K179300179480t0整体K179480179530t路肩挡墙5整体K179530179605t0整体K179605179683t路肩挡墙5整体K179683179790t5整体K179790179900w5整体K1799001813、0044.27t0右副-分离路基YK180044.27180160t接左幅5右副-分离路基YK180160180195w5右副-分离路基YK180195180250t5右副-分离路基YK180250180267t0右副-分离路基YK180250180267t下部满铺5右副-分离路基YK180267180600t5右副-分离路基YK180600180688t满铺0右副-分离路基YK180688180858t路肩挡墙0右副-分离路基YK180858182140t右副-分离路基YK182140182281.064t接左幅5左副-分离路基ZK180044.27180150t5左副-分离路基ZK180114、50180330w5左副-分离路基ZK180330180470t0左副-分离路基ZK180330180470t下部满铺5左副-分离路基ZK180470180550w5左副-分离路基ZK180550180720t5左副-分离路基ZK180720180840w5左副-分离路基ZK180840182285.827t0整体K182281.064182545t路肩挡墙5整体K182545182827.5t5整体K182827.5182837.5t空心六角块0整体K182837.5182902.5东湖塘1#中桥5整体K182902.5182912.5t空心六角块5整体K182912.5182930.0t015、整体K182930.0183060.0t路堤挡墙0整体K183060.0183141.3t路肩挡墙5整体K183141.3183253t0整体K183253183446t路肩挡墙0整体K183446183487t0整体K183487184088t路堤挡墙5整体K184088184611.5t5整体K184611.5184621.5t实心六角块0整体K184621.5184646.5东湖塘2#中桥5整体K184646.5184656.5t实心六角块5整体K184656.5185030.0t5整体K185030.0185160.0w5整体K185160.0185220.0w5整体K185220.016、185320.0t5整体K185320.0185430.0w0整体K185430.0185600.0t5整体K185600.0185770.0w5整体K185770.0185810.0t5整体K185810.0185820.0w5整体K185820.0185900.0w整体K185900.0186000.0t防护高度 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