2022年上海公路工程试验检测员桥梁上部结构考试试题.pdf

2016 年上海公路工程试验检测员桥梁上部结构考试试题一、单项选择题（共 25 题，每题 2 分，每题的备选项中，只有 1 个事最符合题意）1、用铺砂法测定路面表面构造深度，若细砂没有摊铺好，表面留有浮动余砂，则试验结果_；若用的砂过粗，则试验结果_。A偏大，偏大B偏小，偏小C偏大，偏小D偏小，偏大2、当土的液性指数，IL1时，土为 _。A塑态B固态C流态D半固态3、水泥体积安定性不良可能是_含量过多所引起。A游离 MgOB游离 CaOCCa(O2D石膏4、隧道施工检测有两个方面，即施工质量检测和施工监控量测，_不属于施工质量检测范畴。A开挖重量检测B防排水检测C支护质量检测D钢筋检测5、水泥混凝土路面芯样检查内容包括_。A外观检查B测量芯样的尺寸C测定表观密度D配合比6、摆式仪应符合 _的要求。A摆及摆的连接部分总质量为1500g30gB摆动中心至摆的重心距离为410mm 5mmC测定时摆在路面上滑动长度为126mm 1mmD摆上橡胶片端部距摆动中心的距离为508mm7、光电测距仪反射棱镜的棱镜系数_。A等于 1B小于 1C大于 1D小于或等于 18、按照数字修约规定，5.68859修约到小数点后第三位为（）。A5.689B5.688C5.6886D5.68899、钻芯法按潮湿状态进行试验时，芯样试件应在205 的清水中浸泡_h，从水中取出后应立即进行抗压强度试验。A1020B2030C3040D404810、视差产生的原因是_。A目标过远B目标成像平面和十字丝平面不重合C目标太近D目标成像平面和十字丝平面不平行11、回弹仪法检测混凝土构件，每一结构或构件测区数一般不应少于_。A4B6C8D1012、公路工程质量检验评分以_为评定单元。A分部工程B分项工程C单位工程D单项工程13、防水混凝土衬砌的钢筋保护层厚度在迎水面不应小于_mm。A20B25C30文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8D3514、_指标表征粘稠沥青的使用安全性。A闪点B软化点C脆点D溶解度15、干密度ρd的定义式为：().A.AB.BC.CD.D16、基桩静载试验采用压重平台反力装置时，要求压重不得小于预估最大试验荷载的 _倍。A1.2B1.5C2.0D2.517、目前，测定回弹模量的方法主要有_。A承载板法BCBR法C贝克曼梁法D贯入仪法18、采用负压筛析法检测水泥细度试验前，首先应调节负压至_Pa范围内。A10002000B20004000C40006000D6000800019、正常 C30混凝土的波速范围一般在_。A25003500m/sB38004200m/sC45005500m/sD20006000m/s20、对体积安定性不良的水泥，应做如下处理_。A废品B降级使用C照常使用文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8D重新检验水泥标号21、液塑限试验，若三点不在同一条直线上，应如何处理_A试验作废B通过液限点与其他两点连成两条直线C连成三角形D以上说法均不正确22、CBR试件饱水应满足水面在试件顶面上_，需饱水 _时间。A25mmB20mmC4昼夜D3昼夜23、石方路基实测项目包括_等。A压实B弯沉C平整度D强度24、3倍标准差法又称为_。A狄克逊法B肖维纳特法C拉依达法D格拉布斯法25、使用 GPS RTK 检测公路中线时，首先应在基准站输入的参数有_。AGPS天线高度B基准站坐标C卫星截止高度角D数据链的通信参数二、多项选择题（共 25 题，每题 2 分，每题的备选项中，有 2 个或 2个以上符合题意，至少有1 个错项。错选，本题不得分；少选，所选的每个选项得 0.5 分）1、对于无侧限抗压强度试验，计算的精密度或允许误差要求若干次平行试验的偏差系数 CV(%)应符合 _的规定。A小试件不大于 10%B中试件不大 5612%C大试件不大于 20%D中试件不大于 15%2、如果某一回归方程的相关系数r小于临界值 r(，n-2)，下列说法 _成立。文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8A只要 r不小于 0.90，回归方程仍然可以应用B说明试验误差可能很大C说明回归方程的函数类型可能不正确D增加试验次数 n，r一定大于临界值 r(，n-2)3、影响浆液扩散半径、注浆压力和流量的指标是_。A黏度B渗透能力C凝胶时间D渗透系数4、取得等级证书的检测机构，可设立_，承担相应公路水运工程的试验检测业务，并对其试验检测结果承担责任。A工地施工实验室B工地建筑实验室C工地流动实验室D工地临时实验室5、水泥混凝土用粗集料，要求检测_指标。A压碎值B针片状颗粒含量C级配D有害杂质含量6、某实验室需要含水量为15%的二灰土 1500g，混合料的配合比为石灰:粉煤灰:土=10:20:70，其中含有干石灰 _克。A81B130C150D907、细粒土的最大粒径小于10mm，且其中小于 2mm的颗粒含量不小于_%。A95B90C80D988、路面基层完工后应及时浇洒透层油或铺筑下封层，透层油透入深度不小于 _。A3mmB5mmC6mm文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8D10mm9、水泥细度可以采用_指标表征。A比表面积B总表面积C0.075mm方孔筛筛余量D0.08mm方孔筛筛余量10、沥青混合料上面层碎石应进行_等指标试验。A压碎值B洛杉矶磨耗损失C磨光值D对沥青的黏附性11、有关平整度测试的说法有：反应类平整度测试设备测定路面表面凹凸引起车辆振动的颠簸情况；连续式平整度仪属于反应类测试设备；VBI 与国际平整度指数有良好的相关关系；反应类平整度指标实际上是舒适性指标。描述正确的是_。ABCD12、以下关于落锤式弯沉仪说法正确的是_。A落锤式弯沉仪测定的动态弯沉可换算为贝克曼梁的静态回弹弯沉B落锤式弯沉仪测定的是静态弯沉C落锤式弯沉仪测定的是动态总弯沉D落锤式弯沉仪测定的是静态回弹弯沉13、检测和校准设备(包括硬件和软件)应得到保护，以避免发生致使检测和(或)校准结果 _的调整。A失控B失效C重复D不精确14、室内拌制混凝土时，水泥、掺合料、水、外加剂的称量精度为_。A0.5%B1.0%C1.5%D2.0%15、公路工程质量检验评定标准规定，摩擦系数可采用_进行检测。文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 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ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8A摆式仪B构造深度C纹理深度D横向力系数测定车16、采用真空法测定沥青混合料的理论最大相对密度，若抽气不干净或试样不干燥，测得的结果将分别_。A偏小、偏大B偏小、偏小C偏大、偏大D偏大、偏小17、分项工程质量检查内容有_。A实测项目评分B资料不全扣分C外观缺陷扣分D基本要求检查18、计算土的级配指标时，d60指_。A通过率是 40%所对应的粒径B通过率是 60%所对应的粒径C通过率是 30%所对应的粒径D上述答案均不正确19、有CMA 标记的检验报告可用于（），具有法律效力。A产品质量评价B成果鉴定C产品性能分析D司法鉴定20、检测事故按经济损失的大小、人身伤亡情况分成_。A小事故B重事故C特大事故D重大事故21、测定沥青混合料试件密度的方法有_等。A水中重法B表干法C蜡封法D灌砂法22、焊缝的检测手段主要有_。A外观检查文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 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ZN3J8Q4U6A8B超声波探伤C照相检查D射线探伤23、隧道施工监控量测的内容包括_。A通风B照明C衬砌受力D围岩变形E支护受力24、用于预应力筋的钢材包括_。A高强钢丝B普通钢筋C钢绞线D热处理钢筋25、检测结果通常应以检测报告或校准证书的形式出具，并且应包括客户要求的、说明检测或校准结果所必需的和所用方法要求的_。A全部信息B全部资料C完整数据D完整报告文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文档编码:CL10U1Z8F6J2 HA7A2A2H8B6 ZN3J8Q4U6A8文