水稳设计高程表
水稳层施工方案
XXX路面改造工程水稳层施工方案一、铺筑水稳层的目的1、确定碎石的级配；2、根据天气、运输距离、摊铺速度调整含水量，确定水稳层的拌和含水量；3、根据碎石级配及含水量确定松铺系数；4、根据拌和出料速度对设备、人员配置进行科学调整；5、培训管理人员，优化劳动组合；二、水稳层施工方法水稳层底基层、基层施工前,首先会同业主、监理、路基施工单位等多方办理原路面交接手续，并及时组织足够的劳动力按规范要求对原路面进行整理,保证路面底基层、基层的顺利开工。
本工程水泥稳定级配碎石基层的厚度为16cm,要求的压实度：98%；平整度：≯10mm；厚度允许偏差：±10mm；中线高程：±20mm；横坡度：±20mm且不大于0.3%；宽度：不小于设计宽度；7天无侧限浸水强度分别为：底基层≥2.5Mpa、弯沉值：±≤65.6（0.01mm）。
基层≥3.2MPa；方案二弯沉值：±≤30.7（0.01mm）、方案三弯沉值：±≤49.5（0.01mm）。
1、材料技术要求①、水泥稳定级配碎石基层中，水泥掺量为4.5%，选用终凝时间在3小时以上的普通硅酸盐水泥。
②、严格控制水稳层碎石级配，碎石选择质坚干净的粒料，其最大粒径应小于31.5mm，级配组成如下表：2、施工工艺流程施工放样→集中拌和→运输、摊铺→处理接缝→整形碾压→养生3、具体施工方法①、准备工作（1）向监理单位报送“底基层、基层开工报告单”，经同意后才进行施工；（2）原路面经过自检合格，报请监理工程师检验、签字认可后，才开始铺筑；（3）各种原材料进入拌和场前，及早检查其规格、品质和数量，并按规定要求对其抽样检查，将检查结果报监理工程师。
②、施工放样（1）在验收合格的路基上恢复道路中心线，每10米设标桩，桩上划出底基层、基层设计高和松铺厚度的高程；（2）特殊地点，如雨水口、弯道进行加密标桩；③、现场集中拌和（1）现场配置400型稳定土厂拌设备，计量采用电子配料系统以保证准确配料。
水稳层
全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+084.587～K0+346.433 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+084.587～K0+346.433 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+429.433～K0+892.829 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+429.433～K0+892.829 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+429.433～K0+892.829 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+429.433～K0+892.829 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日全站仪测量放样记录工程名称：xx标(xx一路) 编号：监理单位：xx咨询有限责任公司测站点：D2 X=500098.652 Y=23377.342施工单位：xx建设有限公司后视点：D3 X=500151.716 Y=23468.911桩号：K0+429.433～K0+892.829 方位角：59º54′28″高程（m）：117.879测量：记录：监理工程师：日期：年月日。
水稳层转序高程及横坡抽查计算表
公路路面第 三 合同段
记
录
表
第1页 共2页
测
点
后 视 (m) 2.564 左
中 视 (m)
前 视 (m)
实测高程 (m)
设计高程 (m) 1799.802
实测与设计 实测与设计 设计横坡 实测横坡 高程之差(m) 横坡之差(m)
备 注
BM8
1.988 1.700 1.380 1.875 1.744 1.780 1.980 1.890 1.991 1.550 2.130 1.560 1.450 1.550
高 0.068 低 0.004 低 0.004 高 0.101 高 0.072 高 0.036 高 0.116 高 0.046 高 0.105
-4.19%
-3.72%
0.48%
K68+600
中 右 左
4.00% -2.05%
4.00% -1.69%
0.00% 0.36%
K68+640
中 右 左
0.00% -2.00%
1800.076 1800.226 1800.116
1800.090 1800.250 1800.090
低 0.014 低 0.024 高 0.026
-2.00%
-1.94%
0.06%
-2.00%
-1.42%
0.58%
检查：
司仪：
计算：
复核：
日期：
检查：
司仪：
计算：
复核：
日期：
水 稳 层 标 高 及 横 坡 检 查
公路路面第 三 合同段
记
录
表
第2页 共2页
水稳层施工方案
XXX路面改造工程水稳层施工方案一、铺筑水稳层的目的1、确定碎石的级配；2、根据天气、运输距离、摊铺速度调整含水量，确定水稳层的拌和含水量；3、根据碎石级配及含水量确定松铺系数；4、根据拌和出料速度对设备、人员配置进行科学调整；5、培训管理人员，优化劳动组合；二、水稳层施工方法水稳层底基层、基层施工前,首先会同业主、监理、路基施工单位等多方办理原路面交接手续，并及时组织足够的劳动力按规范要求对原路面进行整理,保证路面底基层、基层的顺利开工。
本工程水泥稳定级配碎石基层的厚度为16cm,要求的压实度：98%；平整度：≯10mm；厚度允许偏差：±10mm；中线高程：±20mm；横坡度：±20mm且不大于0.3%；宽度：不小于设计宽度；7天无侧限浸水强度分别为：底基层≥2.5Mpa、弯沉值：±≤65.6（0.01mm）。
基层≥3.2MPa；方案二弯沉值：±≤30.7（0.01mm）、方案三弯沉值：±≤49.5（0.01mm）。
1、材料技术要求①、水泥稳定级配碎石基层中，水泥掺量为4.5%，选用终凝时间在3小时以上的普通硅酸盐水泥。
②、严格控制水稳层碎石级配，碎石选择质坚干净的粒料，其最大粒径应小于31.5mm，级配组成如下表：2、施工工艺流程施工放样→集中拌和→运输、摊铺→处理接缝→整形碾压→养生3、具体施工方法①、准备工作（1）向监理单位报送“底基层、基层开工报告单”，经同意后才进行施工；（2）原路面经过自检合格，报请监理工程师检验、签字认可后，才开始铺筑；（3）各种原材料进入拌和场前，及早检查其规格、品质和数量，并按规定要求对其抽样检查，将检查结果报监理工程师。
②、施工放样（1）在验收合格的路基上恢复道路中心线，每10米设标桩，桩上划出底基层、基层设计高和松铺厚度的高程；（2）特殊地点，如雨水口、弯道进行加密标桩；③、现场集中拌和（1）现场配置400型稳定土厂拌设备，计量采用电子配料系统以保证准确配料。
道路工程技术交底——水泥稳定碎石基层
表格编号技术交底书1 项目名称工业园排水设施整治改造工程第 1 页共 6 页交底编号道路基层工程名称工业园排水设施整治改造工程设计文件图号根据设计图纸填写施工部位道路工程水泥稳定碎石基层施工交底日期2023年7月5日交底内容：一、技术交底范围：适用于工业园排水设施整治改造工程海星路道路工程基层施工。
二、设计情况：道路设计：以南段：20m（车行道），以北段：14m（车行道）。
机动车道横坡为2%，坡向道路外侧。
水泥稳定碎石7天无侧限抗压强度车行道不小于3.5MPa。
车行道水泥稳定碎石基层分三层摊铺施工，依次厚度为16cm→16cm→18cm。
基层压实度要求车行道不小于98%。
设计第一层水稳弯沉值不大于LS=119.69（0.01mm），设计第二层水稳弯沉值不大于LS=44.73（0.01mm），设计第二层水稳弯沉值不大于LS=25.23（0.01mm）。
原材料要求：水泥：普通硅酸盐水泥、矿渣硅酸盐水泥和火山灰质硅酸盐水泥均可做结合料，不得采用低于32.5等级的水泥。
宜选用终凝时间较长宜在6h以上，为了根据实际情况调节初凝、终凝时间，可以掺入0.5～2%的缓凝剂。
碎石：采用级配碎石，碎石最大粒径不超过31.5mm。
水泥稳定碎石颗粒组成范围（方孔筛）三、施工工艺流程：摊铺机就位前下承层须清扫干净且洒水保持湿润。
现场施工摊铺采用两台三一重工摊铺机成梯队摊铺，相距5~10m；两台摊铺机重叠50cm 左右，以避免施工纵缝，摊铺速度结合拌和机实际产量采用相对连续不间断行驶。
摊铺机就位后，在摊铺机底下垫木板，木板高度与混合料松铺厚度相等，靠中分带摊铺机按钢丝基准控制高程，边缘摊铺机以中间摊铺机摊的外侧路面为基准，外侧按钢丝绳基准控制，起步时用水准仪及时检测中间摊铺机的横坡，使其符合设计要求。
施工过程中，靠边缘摊铺机先摊铺，靠中分带摊铺机后摊铺，使压路机碾压从边往中进行碾压，在摊铺混合料时，摊铺机应匀速连续不断地进行摊铺，摊铺时保持匀速前进。
水稳层工程施工设计方案
大渡河长河坝水电站土料场公路项目分项工程开工报告开工项目名称：K11＋150－K13＋150段水稳碎石基层施工单位：中国水利水电第七工程局长河坝水电站项目经理部二00九年五月十日目录1.路面工程数量表2.分项工程开工申请批复单3.施工放样报验单4.测量资料5.建筑材料报验单6.进场设备报验单7.工程概况8.施工方案9.原材料试验检测、击实及配合比资料大渡河长河坝水电站土料场公路项目工程分项开工申请批复单（编号：01 ） A—Ⅰ—7 合同号：CHB-SG047-2007 项目名称：土料场公路施工单位：中国水利水电第七工程局长河坝水电站项目经理部大渡河长河坝水电站土料场公路项目施工放样报验单（编号：01 ）A—Ⅰ—2合同号：CHB-SG047-2007 项目名称：土料场公路施工单位：中国水利水电第七工程局长河坝水电站项目经理部大渡河长河坝水电站土料场公路项目合同号：CHB-SG047-2007 项目名称：土料场公路施工单位：中国水利水电第七工程局长河坝水电站项目经理部监理单位：二滩国际工程咨询有限责任公司长河坝水电站监理部进场设备报验单大渡河长河坝水电站土料场公路项目合同号：CHB-SG047-2007 项目名称：土料场公路施工单位：中国水利水电第七工程局长河坝水电站项目经理部监理单位：二滩国际工程咨询有限责任公司长河坝水电站监理部建筑材料报验单工程概况本次开工项目名称为水稳碎石基层,桩号为K11+150-K13+150,开工长度为2公里,路面标准宽度为8.5m，厚度为25cm，方量约为4250m3，材料来源为关口料场。
基层实施方案1．原材料准备a）设计要求：水泥采用普通硅酸盐水泥、矿渣硅酸盐水泥、火山灰质硅酸盐水泥，水泥初凝时间应在3小时以上终凝时间应在6小时以上，碎石最大粒径不大于37.5mm,压碎值不应大于35%,级配组成满足下表要求:使用碎石应事先分成3-4个粒级分开堆放,然后配合,使颗粒组成符合上表的要求,水泥稳定碎石应采用厂拌法施工,混合料的配合比应根据现场选用的料实验确定,水泥用量6%,混合料7天浸水抗压强度不低于3.5mpa.,混合料必须及时摊铺和碾压,在水泥粗凝前完成.b）基层所用的砂、碎石材料来源为关口料场，经送检，原材料满足规及设计要求，并按设计要求做了配合比设计及击实试验，所用水泥为权治生产的“峨塔”牌，型号为普通硅酸盐水泥，不得使用早强、快硬水泥，此厂为中外合资，质量免检，送到工地的水泥经检完全满足设计要求。
水稳层评定表【范本模板】
分部工程质量检验评定表
合同段：长潭-中洞分部工程名称：水泥稳定层所属建设项目：路面工程
工程部位:K0+000—K1+000 施工单位：江西国利集团有限公司监理单位：崇义公路工程监理站
分部工程质量检验评定表
合同段:长潭—中洞分部工程名称: 水泥稳定层所属建设项目：路面工程
工程部位:K1+000—K2+000 施工单位：江西国利集团有限公司监理单位:崇义公路工程监理站
分部工程质量检验评定表
合同段：长潭-中洞分部工程名称：水泥稳定层所属建设项目：路面工程
工程部位：K2+000—K3+000 施工单位：江西国利集团有限公司监理单位：崇义公路工程监理站
分部工程质量检验评定表
合同段：长潭—中洞分部工程名称：水泥稳定层所属建设项目：路面工程
工程部位：K3+000—K4+000 施工单位：江西国利集团有限公司监理单位:崇义公路工程监理站
分部工程质量检验评定表
合同段:长潭—中洞分部工程名称：水泥稳定层所属建设项目:路面工程
工程部位:K4+000—K5+000 施工单位：江西国利集团有限公司监理单位：崇义公路工程监理站
分部工程质量检验评定表
合同段：长潭—中洞分部工程名称：水泥稳定层所属建设项目:路面工程
工程部位：K5+000—K6+000 施工单位：江西国利集团有限公司监理单位：崇义公路工程监理站
分部工程质量检验评定表
合同段：长潭—中洞分部工程名称: 水泥稳定层所属建设项目：路面工程
工程部位：K6+000—K7+024 施工单位：江西国利集团有限公司监理单位：崇义公路工程监理站。
水稳施工方案
108国道复线工程第四合同分项工程开工申请单编号：108GD-LMSW本表一式三份，业主、监理、承包人各一份。
108国道（河北镇-贾峪口段）复线工程4#标水泥稳定碎石施工方案108国道（河北镇-贾峪口段）复线工程4#标项目部2009-7-08目录一、工程概况二、编制依据三、主要工程数量四、试验段五、施工准备1、材料准备2、机械准备3、人员准备4、施工准备五、施工方法及施工工艺1、摊铺2、碾压3、接缝4、实验检测六、质量目标七、文明、环保施工八、安全措施一、工程概况108国道（河北镇-贾峪口段）复线工程设计起点在红煤厂以西，沿大石河河道逆流方向而上，一直沿大石河阳坡布线，线位与108旧路隔岸相望，在k15+755～k16+363段设隧道穿山而过，在k16+608处架桥跨108旧线和大石河，向西在k16+843～k17+500段设隧道穿山而过,眼大石河河道逆流方向而上，一直沿大石河边阴坡布线，k18+362～k18+660段设隧道穿山而过，在九道河村附近两次跨越大石河，转而向南，以后一直与108国道旧路隔岸相对，到贾峪口村，跨越大石河后与旧路相接，至道路设计终点k20+774.83。
全长6.8公里，共设计桥梁8座，隧道3座。
沿途经过长操、二道河、九道河、何家台、贾峪口等村镇。
四标道路起点在红煤厂西侧接三标道路终点k13+950，向西沿大石河河道逆流方向而上，一直沿大石河沿坡布线，线位与108旧路隔岸相望，道路采用一幅路断面，路面宽9米，两侧各0.75米路肩，路基宽10.5米。
路面采用直线接抛物线路拱，双向直线横坡1.5%，土路肩横坡2.5%。
本次路面结构设计参照《公路沥青路面设计规范》（JTJ014-97），标准轴载为BZZ-100，设计年限12年。
本次路面结构设计按照108国道本路段实测交通量计算，适当考虑重载交通的影响，经计算分析采用如下路面结构形式：面层：表面层 5cm 中粒式沥青混凝土 AC-16C改性乳化沥青粘层（0.5kg/m2）底面层 7cm 粗粒式沥青混凝土 AC-25C改性乳化沥青透层（1.0kg/m2）基层： 18cm 水泥稳定碎石 7d无侧限抗压强度≥3.0MPa 18cm 石灰粉煤灰稳定碎石 7d无侧限抗压强度≥0.6MPa15cm 天然砂砾二、编制依据1、根据设计图纸说明，设计采用的标准，路基宽度10.5米，双向直线横坡1.5%，土路肩横坡2.5%。
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