沥青路面渗水系数位置随机取样选点表1

沥青路面渗水系数位置随机取样选点 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 1 公路工程质量鉴定抽查项目抽查 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 编号: 取样地点:永登高速公路许昌连接线工程第一 合同 劳动合同范本免费下载装修合同范本免费下载租赁合同免费下载房屋买卖合同下载劳务合同范本下载 段 起止桩号:K0+000—K1+626.865 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工抽查 执行 仪器 频率 方法 工程 程类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点， T0971-95 质量检验路面渗水仪 工程 面层 渗水系数 共4点。 评定标准 1、确定测点位置: (1) 选定的随机栏号为05，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取样的随机数表中第05栏。 (2) 栏号5中A列从上至下小于或等于4的数为03、01、02、04。 (3) 表A-1的B列中与这4个数相应的4个小数位0.219、0.525、0.763、0.903。 (4) 取样路段长度1626.865m,计算得出4个乘积(取样位置与该段起点的距离)分别为356、 854、1241、1468。 (5) 表A-1的C列中与这4个数相应的6个小数位0.166、0.222、0.253、0.327。 (6) 路面宽度为42m，计算得4个乘积分别是6.972m、9.324m、10.626m、13.734m。再减去路 面宽度的一半，4个取样的横向位置分别是左侧14.028m、左侧11.676m、左侧10.374m、 左侧7.266m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号05 取样路段长1626.865m 42m 4个 距起点距距路边缘距中线位置测点编号 A列 B列 桩号 C列 离(m) 距离(m) (m) NO.1 03 0.219 356 K0+356 0.166 6.972 左14.028 NO.2 01 0.525 854 K0+854 0.222 9.324 左11.676 NO.3 02 0.763 1241 K1+241 0.253 10.626 左10.374 NO.4 04 0.903 1468 K1+468 0.327 13.734 左7.266 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by 公路工程质量鉴定抽查项目抽查方案 编号: 取样地点:永登高速公路许昌连接线工程第二合同段 起止桩号:K1+626.865-K3+721.806 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工程抽查 执行 仪器 频率 方法 工程 类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点， T0971-95 质量检验路面渗水仪 工程 面层 渗水系数 共4点。 评定标准 1、确定测点位置: (1) 选定的随机栏号为02，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取 样的随机数表中第02栏。 (2) 栏号2中A列从上至下小于或等于6的数为05、06、04、02、03、01。 (3) 表A-1的B列中与这6个数相应的6个小数位0.048、0.105、0.188、0.208、0.214、0.806。 (4) 取样路段长度2094.941m,计算得出6个乘积(取样位置与该段起点的距离)分别为101、 220、394、436、448、1689。 (5) 表A-1的C列中与这6个数相应的6个小数位0.879、0.257、0.482、0.577、0.402、0.134。 (6) 路面宽度为42m，计算得6个乘积分别是36.9218、10.794、20.244、24.234、16.884、5.628m。 再减去路面宽度的一半，6个取样的横向位置分别是右侧15.9218m、左侧10.206m、左侧 0.756m、右侧3.234m、左侧4.116m、左侧15.372m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号2 取样路段长2094.941m 42m 6个 距起点距离距路边缘距中线位置测点编号 A列 B列 桩号 C列 (m) 距离(m) (m) NO.1 05 0.048 101 K1+727.865 0.879 36.9218 右15.9218 NO.2 06 0.105 220 K1+846.865 0.257 10.794 左10.206 NO.3 04 0.188 394 K2+020.865 0.482 20.244 左0.756 NO.4 02 0.208 436 K2+062.865 0.577 24.234 右3.234 NO.5 03 0.214 448 K2+074.865 0.402 16.884 左4.116 NO.6 01 0.806 1689 K3+315.865 0.134 5.628 左15.372 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by 公路工程质量鉴定抽查项目抽查方案 编号: 取样地点:永登高速公路许昌连接线工程第三合同段 起止桩号:K3+721.806—K4+989.375 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工抽查 执行 仪器 频率 方法 工程 程类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点， T0971-95 质量检验路面渗水仪 工程 面层 渗水系数 共4点。 评定标准 1、确定测点位置: (1) 选定的随机栏号为16，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取 样的随机数表中第16栏。 (2) 栏号16中A列从上至下小于或等于4的数为01、04、03、02。 (3) 表A-1的B列中与这4个数相应的4个小数位0.331、0.516、0.548、0.739。 (4) 取样路段长度1267.569m,计算得出4个乘积(取样位置与该段起点的距离)分别为420、 654、695、937。 (5) 表A-1的C列中与这4个数相应的4个小数位0.925、0.396、0.688、0.298。 (6) 路面宽度为42m，计算得4个乘积分别是38.85、16.632、28.896、12.516。再减去路面宽 度的一半，6个取样的横向位置分别是右侧17.85m、左侧4.368m、右侧7.896m、左侧8.484m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号16 取样路段长1267.569m 42m 4个 距起点距离距路边缘距中线位置测点编号 A列 B列 桩号 C列 (m) 距离(m) (m) NO.1 01 0.331 420 K4+141.806 0.925 38.85 右17.85 NO.2 04 0.516 654 K4+375.806 0.396 16.632 左4.368 NO.3 03 0.548 695 K4+416.806 0.688 28.896 右7.896 NO.4 02 0.739 937 K4+658.806 0.298 12.516 左8.484 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by 公路工程质量鉴定抽查项目抽查方案 编号: 取样地点:永登高速公路许昌连接线工程第三合同段 起止桩号:K3+721.806—K4+989.375 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工抽查 执行 仪器 频率 方法 工程 程类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点，T0962-1995 质量检验人工铺砂仪、摆式仪 工程 面层 抗滑 共4点。 T0964-2008 评定标准 1、确定测点位置: (1) 选定的随机栏号为12，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取 样的随机数表中第12栏。 (2) 栏号12中A列从上至下小于或等于4的数为04、01、02、03。 (3) 表A-1的B列中与这4个数相应的4个小数位0.153、0.320、0.489、0.542。 (4) 取样路段长度1267.569m,计算得出4个乘积(取样位置与该段起点的距离)分别为194、 406、620、687。 (5) 表A-1的C列中与这4个数相应的4个小数位0.163、0.212、0.827、0.352。 (6) 路面宽度为42m，计算得4个乘积分别是6.846、8.904、34.734、14.784。再减去路面宽度 的一半，4个取样的横向位置分别是左侧14.154m、左侧12.096m、右侧13.734m、左侧 6.216m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号12 取样路段长1267.569m 42m 4个 距起点距离距路边缘距中线位置测点编号 A列 B列 桩号 C列 (m) 距离(m) (m) NO.1 04 0.153 194 K3+915.806 0.163 6.846 左14.154 NO.2 01 0.320 406 K4+127.806 0.212 8.904 左12.096 NO.3 02 0.489 620 K4+341.806 0.827 34.734 右13.734 NO.4 03 0.542 687 K4+408.806 0.352 14.784 左6.216 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by 公路工程质量鉴定抽查项目抽查方案 编号: 取样地点:永登高速公路许昌连接线工程第二合同段 起止桩号:K1+626.865—K3+721.806 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工抽查 执行 仪器 频率 方法 工程 程类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点，T0962-1995 质量检验人工铺砂仪、摆式仪 工程 面层 抗滑 共4点。 T0964-2008 评定标准 (1) 选定的随机栏号为09，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取 样的随机数表中第09栏。 (2) 栏号09中A列从上至下小于或等于6的数为02、03、01、04、06、05。 (3) 表A-1的B列中与这6个数相应的6个小数位0.065、0.094、0.297、0.566、0.707、0.880。 (4) 取样路段长度2094.941m,计算得出6个乘积(取样位置与该段起点的距离)分别为136、 197、622、1186、1481、1843。 (5) 表A-1的C列中与这6个数相应的6个小数位0.097、0.228、0.242、0.179、0.107、0.828。 (6) 路面宽度为42m，计算得6个乘积分别是4.074、9.576、10.164、7.518、4.494、34.776m。 再减去路面宽度的一半，6个取样的横向位置分别是左侧16.926m、左侧11.424m、左侧 10.836m、左侧13.482m、左侧16.506、右侧13.776m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号09 取样路段长2094.941m 42m 6个 距起点距离距路边缘距中线位置测点编号 A列 B列 桩号 C列 (m) 距离(m) (m) NO.1 02 0.065 136 K1+762.865 0.097 4.074 左16.926 NO.2 03 0.094 197 K1+823.865 0.228 9.576 左11.424 NO.3 01 0.297 622 K2+248.865 0.242 10.164 左10.836 NO.4 04 0.566 1186 K2+812.865 0.179 7.518 左13.482 NO.5 06 0.707 1481 K3+107.865 0.107 4.494 左16.506 NO.6 05 0.880 1843 K3+469.875 0.828 34.776 右13.776 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by 公路工程质量鉴定抽查项目抽查方案 编号: 取样地点:永登高速公路许昌连接线工程第一合同段 起止桩号:K0+000—K1+626.865 公路等级:二级公路 路面宽度:42m 取样方法:随机取样 单位 分部工抽查 执行 仪器 频率 方法 工程 程类别 项目 标准 设备 公路工程 路面路面 沥青路面每处2点，T0962-1995 质量检验人工铺砂仪、摆式仪 工程 面层 抗滑 共4点。 T0964-2008 评定标准 (1) 选定的随机栏号为26，即采用《公路工程竣(交)工验收办法及质量鉴定方法》一般取 样的随机数表中第26栏。 (2) 栏号26中A列从上至下小于或等于4的数为01、04、02、03。 (3) 表A-1的B列中与这4个数相应的4个小数位0.033、0.088、0.233、0.512。 (4) 取样路段长度1626.806m,计算得出4个乘积(取样位置与该段起点的距离)分别为54、143、 379、833。 (5) 表A-1的C列中与这4个数相应的4个小数位0.886、0.686、0.610、0.329。 (6) 路面宽度为42m，计算得4个乘积分别是37.212、28.812、25.62、13.818。再减去路面宽 度的一半，4个取样的横向位置分别是右侧16.212m、右侧7.812m、右侧4.62m、左侧7.186m。 沥青路面渗水系数位置随机取样选点计算表 路面宽度测点数 栏号26 取样路段长1626.865m 42m 4个 距起点距离距路边缘距中线位置测点编号 A列 B列 桩号 C列 (m) 距离(m) (m) NO.1 01 0.033 54 K0+054 0.886 37.212 右16.212 NO.2 04 0.088 143 K0+143 0.686 28.812 右 7.812 NO.3 02 0.233 379 K0+379 0.610 25.62 右 4.62 NO.4 03 0.512 833 K0+833 0.329 13.818 左 7.186 曹新新 of the installation of templates installed, the measurement method, set the necessary ... (3) cleaning and coating of the template in the template should be cleaned before each use and anti-rust protection of mineral oil, oil-contaminated concrete shall not be used, and should not affect the quality of concrete or reinforced concrete. Timber formwork used in baking or other protective materials of paraffin wax. (4) the template removal template removal time, in addition to construction drawings provided, shall also comply with the following provisions: no load-bearing side template of an dismantling, should the concrete reaches its surface and edges do not damage due to stripping, shall not be removed; Pier, wall or column when its strength not less than 3.5MPa part of a template, can be removed. Special template removal time, report to the supervisor for approval. Demolition of reinforced concrete or concrete structure bearing the template shall conform to the construction drawings, and shall comply with the provisions of the previous paragraph. Calculation and test review, the actual strength of concrete structure is able to withstand gravity and other practical load, shall be subject to approval of the supervisor, early form removal. Prestressed concrete structure component or template removal, in addition to conforming to the requirements of drawings, templates should be removed before tensioning the side; die after pre demolition should be established structures or components. Standard structure types of Dismounting bearing template structure span (m) of concrete strength standard values of percentage (%) Board ? 2 50 Board >2, ? 8 75 Board >8 100 beam, and Arch, and shell ? 8 75 beam, and Arch, and shell >8 100 hanging arm component ? 2 75 hanging arm component >2 100 7.3.5 concrete layered points block (1) layered pouring job 1) by supervision engineers approved of pouring layered points block and pouring program for construction, in cant pouring Shi from minimum at began, until keep horizontal. 2) substandard concrete non-warehousing, warehousing of substandard concrete to be removed and disposed of at designated locations by the regulation. 3) pouring of concrete, is strictly prohibited in the cabin with water, such as poor workability, take measures such as strengthening vibration to ensure quality. (2) pour pouring concrete breaks continuity, pouring allows the interval determined by experiment, exceeds the allowable interval by