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发表于 2014-03-10 20:14 |只看楼主

2013年部质监站钢筋、钢绞线比对报告出来了，单位全部满意，放心了。各省、自治区、直辖市、新疆生产建设兵团交通运输厅（局、委），天津市市政公路管理局，天津市、上海市交通运输和港口管理局，长江航务管理局：
根据《公路水运工程试验检测管理办法》（交通部令2005年第12号）有关规定，为进一步促进试验检测机构能力持续保持，提高检测工作质量，交通运输部工程质量监督局（以下简称部质监局）于2013年8月至12月组织开展了全国公路水运工程试验检测机构钢筋、钢绞线比对试验。经交通运输部同意，现将有关情况通报如下。
    一、比对基本情况
（一）目的意义。
钢筋、钢绞线广泛用于桥梁、公路、水运等建设工程，其质量状况直接影响到工程质量和安全，社会对钢筋、钢绞线产品质量问题极为关注。钢筋的抗拉强度、下屈服强度、断后伸长率检测项目，钢绞线的最大力、规定非比例延伸力、最大力总伸长率和弹性模量检测项目，是公路水运工程相关试验检测机构必备的检测能力。
本次比对试验活动旨在验证检测机构的金属原材料检测能力水平，敦促检测机构完善内部管理、规范试验检测工作，促进技术和管理水平不断提高，并通过认真分析影响钢筋和钢绞线检测水平的客观因素，为交通运输部完善相关检测技术标准、规程提供数据支撑。
（二）组织情况。
本次比对试验是交通运输部近年来在全行业范围内，针对工程原材料开展的最大规模的比对活动。活动由部质监局组织，国家道路及桥梁质量监督检验中心和中国交通建设监理协会试验检测工作委员会共同承办。为做好比对各项工作，承办单位专门成立了工作组，负责比对试验的实施和技术工作，有效保证了比对活动的规范有序开展。
为保证比对活动公正、客观、科学、严谨，承办单位相关人员均签署了保密协议，并在比对试验样品制备前进行了均匀性检验。根据报名顺序，赋予检测机构代码，在试验数据统计分析及结果评价工作中，均以代码表示。在方案制订、均匀性检验、数据统计分析及评价等关键环节均邀请行业内外专家进行论证。
    （三）检测项目及参加比对的检测机构情况。
1.检测项目。
钢筋力学性能、钢绞线力学性能试验。
2.参加比对的检测机构。
参加本次比对活动的检测机构共260家，包括取得公路工程综合甲级、桥梁隧道工程专项、水运工程材料甲级的全部141家机构，具有钢绞线增项的全部40家乙级机构，以及随机选取的具有公路工程综合乙级、水运工程材料乙级的79家机构。其中，具有钢绞线检测能力的共181家机构参加钢筋和钢绞线2个项目比对，其余只参加钢筋项目的比对。
    （四）检测参数及检测依据。
1.检测参数，如下表所示。

检测项目xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	检测参数xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
热轧带肋钢筋（φ16mm）力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	抗拉强度Rm（MPa）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	下屈服强度ReL（MPa）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	断后伸长率A80mm（%）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
钢绞线（φ15.2mm）力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	最大力Fm(kN)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	规定非比例延伸力Fp0.2(kN)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	最大力总伸长率Agt(%)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	弹性模量E(GPa)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý

2.检测依据。
（1）热轧带肋钢筋力学性能试验按GB/T228.1-2010《金属材料拉伸试验第1部分：室温试验方法》和通知中下发的钢筋比对试验作业指导书的要求进行。
（2）钢绞线力学性能试验中最大力、规定非比例延伸力和最大力总伸长率检测按GB/T228.1-2010《金属材料拉伸试验第1部分：室温试验方法》，弹性模量检测按GB/T21839-2008《预应力混凝土用钢材试验方法》，并按通知中下发的钢绞线比对试验作业指导书的要求进行。
二、比对试验结果
（一）统计分析及评价原则。
本次比对试验采用最新的国家标准GB/T28043-2011《利用实验室间比对进行能力验证的统计方法》进行数据统计处理，以得到数据平均值和标准差的稳健值；在组织中将同一省份的检测机构随机归入不同的两组，分别进行数据统计分析并计算Z比分数，有效避免机构串通。
根据GB/T28043-2011《利用实验室间比对进行能力验证的统计方法》，以Z 比分数分别对检测机构钢筋的3个参数试验结果、钢绞线的4个参数试验结果进行评价，即：
│Z│≤2.0 ，试验结果为满意值；
2.0＜│Z│＜3.0 ，试验结果为可疑值；
│Z│≥3.0 ，试验结果为离群值。
（二）检测机构比对结果。
本次比对以“满意”“基本满意”“不满意”确定并公布检测机构比对结果（见附件），统计情况如下。
1.总体情况统计如下表。

检测项目xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构总数xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	比对结果统计xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
检测项目xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构总数xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	评判标准xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	比对结果xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构数量xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	所占比例xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
热轧带肋钢筋（φ16mm）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	260xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	3个参数试验结果全部为“满意值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	218xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	84%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
		3个参数试验结果中含有“可疑值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	20xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	8%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
		3个参数试验结果中含有“离群值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	22xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	8%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
钢绞线（φ15.2mm）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	181xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	4个参数试验结果全部为“满意值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	158xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	87%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
		4个参数试验结果中含有“可疑值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	13xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	7%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
		4个参数试验结果中含有“离群值”xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	10xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	6%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý

图1 热轧带肋钢筋力学性能试验结果分布图图2 钢绞线力学性能试验结果分布图

2.按机构等级分类统计情况如下表。

检测项目xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构等级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构总数xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	比对结果统计xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
检测项目xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构等级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构总数xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	比对结果xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构数量xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	所占比例xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
热轧带肋钢筋（φ16mm）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	甲级、专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	141xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	125xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	89%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	12xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	8%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	4xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	3%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	119xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	93xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	78%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	8xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	7%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	18xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	15%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
钢绞线（φ15.2mm）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 力学性能试验xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	甲级、专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	141xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	121xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	86%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	11xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	8%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
			不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	9xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	6%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
	乙级（增项）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	40xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	37xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	93%xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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图3甲级、专项钢筋力学性能试验结果分布图图4乙级钢筋力学性能试验结果分布图

图5甲级、专项钢绞线力学性能试验结果分布图
图6乙级（增项）钢绞线力学性能试验结果分布图
（三）总体评价。
根据比对结果及过程中掌握的情况，参加比对的检测机构中，钢绞线及钢筋试验结果为“满意值”的均达到80%以上，说明绝大多数检测机构具有提供钢筋、钢绞线力学性能检测可靠数据的能力，检测能力值得肯定。
部分检测机构工作严谨、认真、细致，一定程度上反映出检测机构体系运行有效、内部管理规范、注重能力保持。如：上海隧道工程质量检测有限公司、湖南省交通建设质量监督试验检测中心，提交的检测报告及原始记录内容完整、信息齐全，详细描述每根钢绞线试样断裂位置及断丝数，合理选择试验机量程。

绝大部分省级交通质监机构高度重视比对工作，积极组织本地区检测机构参加比对并实施有效监督，按要求认真组织对试验操作过程进行现场见证并录制视频资料。北京质监站在比对试验前，组织检测机构进行动员部署，对现场见证监督工作进行了分工、布置，责任到人。云南质监局专门设计了比对试验见证记录表，要求见证人员详细记录试验人员、试验设备、试验过程等见证情况，由鉴证人员签字、省局盖章。
三、存在的主要问题

（一）部分检测机构存在管理水平不高、忽视能力保持等问题。如：贵州顺康路桥咨询有限公司（桥隧专项）、路桥建设（贵州）试验检测有限公司（公路工程综合甲级）、吉林省公路工程监理有限责任公司试验检测站（公路工程综合乙级、钢绞线增项），钢筋和钢绞线2个检测项目均为“不满意”结果。
（二）部分检测机构和人员素质有待提高。钢筋、钢绞线力学性能试验是公路水运工程中最基本、最常用的材料试验，从比对试验中暴露出的问题反映出部分机构和人员在仪器设备管理、对试验规程的理解、现场操作、数据计算等方面的能力和水平尚需提高。如：吉林省公路工程质量检测中心对试验过程中加载速率的规定不能正确理解，由于试验速率控制不当，导致钢筋断后伸长率试验结果为可疑值。吉林省公路工程监理有限责任公司试验检测站，在钢绞线强度等级未知的情况下，即对试验结果进行符合性判定。陕西通宇公路研究所有限公司未按要求对结果值进行修约。

（三）对比对试验活动重视程度不够。个别省级交通质监机构对比对活动组织不力，如河北质监站对比对试验的监督工作不到位，未按要求逐家对试验过程录制监督视频资料。个别检测机构对比对试验等能力验证工作的重要性、必要性缺乏正确认识，工作不认真、不细致、不严谨。陕西交建公路工程试验检测有限公司未按照指导书要求提交检测报告和原始记录；六安市通达交通工程试验检测有限公司检测报告中无设备编号信息，个别原始记录与比对试验结果报告表数据不一致。
（四）检测机构应急反应及应对措施不周全，反映出机构体系运行不畅，管理要求与实际工作脱节。锡林郭勒盟科创公路工程试验检测有限责任公司对突发情况缺乏有效可行的预防预控及应对措施，因停电而导致试验被迫中断、失败。
（五）仪器设备管理有待加强。检测机构使用的试验机的种类、型号繁多且整体性能差异较大。部分检测机构在采用通用试验机检定规程进行量值溯源时，未结合行业实际情况对试验机的力值同轴度、机架柔度等指标进行量值溯源，一定程度上影响了试验检测数据的准确性。
四、结果处理及有关要求
（一）各省级交通质监机构要督促检测机构深入分析比对试验中暴露出的问题，认真总结经验、不断完善提高。
比对结果为“基本满意”的检测机构应在3个月内完成整改，整改情况由省级交通质监机构核查、汇总后报部质监局。
比对结果为“不满意”的检测机构应整改不少于6个月，整改期间暂停相应钢筋或钢绞线检测业务；检测机构整改情况须经省级交通质监机构确认后报部质监局。
对于钢筋、钢绞线2个项目均为“不满意”结果的3家机构，通报批评；其相应的省级交通质监机构应进一步加强对本地区检测机构的监督管理，敦促其强化能力保持工作。
根据整改情况，由部质监局组织专家现场核查或适时组织复核比对。对逾期不上报整改情况或复核比对仍不满足要求的检测机构，将予严肃处理。
（二）试验检测机构和从业人员，应进一步加强试验检测能力建设，完善检测机构内部管理，规范试验检测从业行为，进一步促进试验检测行业整体素质、能力和水平提升。加强对标准、规程的学习并强化实际应用，完善试验室应对突发、应急情况的管理措施。
（三）各级交通质监机构应敦促检测机构强化继续教育工作，充分调动检测人员的学习主动性和积极性。加强管理体系运行情况检查，重视仪器设备管理。加强本地区检测机构和人员的监管，切实发挥能力验证活动在促进能力保持、强化内部管理、规范检测工作等方面的重要作用。积极探索推动检测机构保持能力水平的常态化运行机制。

附件：2013年钢筋、钢绞线比对试验结果汇总表

交通运输部办公厅

2014年3月3日

抄送：各省级交通质监机构，国家道路及桥梁质量监督检验中心，中国交
通建设监理协会试验检测委员会，部有关司局。

附件

2013年钢筋、钢绞线比对试验结果汇总表xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý

序号xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构名称xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构等级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	省份xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	结果xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý		备注xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
序号xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构名称xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	机构等级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	省份xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	备注xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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27xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林省诚科工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为可疑值（z=-2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
28xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南高速公路试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为可疑值（z=-2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
29xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林省正达交通建设检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
30xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽省公路工程检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为可疑值（z=-2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
31xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海港湾工程质量检测中心有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
32xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	青岛中航工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
33xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	西安长大公路工程检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：下屈服强度结果为可疑值（z=-2.9）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
34xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	日照港湾工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
35xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖北楚晟科路桥技术开发有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖北xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
36xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	天津市滨海新区塘沽滨海建筑工程质量检测中心有限公司（中交一航局第四工程有限公司检测中心）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	天津xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
37xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川华腾公路试验检测有限责任公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
38xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽省高速公路试验检测科研中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
39xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	云南省交通规划设计研究院试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	云南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
40xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南中大建设工程检测技术有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
41xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	深圳高速工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
42xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	福建省交通建设工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	福建xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
43xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	江西省公路工程检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	江西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为离群值（z=4.6）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
44xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林省交通规划设计院公路工程试验检测站xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
45xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京中交桥宇科技有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
46xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	大连万鹏港口工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为离群值（z=-3.0）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
47xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海同丰工程咨询有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力总伸长率结果为可疑值（z=-2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
48xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	厦门合诚工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	福建xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为可疑值（z=-2.1）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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52xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中交国通公路工程技术有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：下屈服强度结果为可疑值（z=-2.7）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
53xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川省交通厅公路规划勘察设计研究院道桥试验研究所xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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55xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中交二航局第二工程有限公司质量检测所xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	重庆xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
56xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广州港湾工程质量检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 水运材料甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
57xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东铁正工程试验检测中心有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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59xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京路桥瑞通科技发展有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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64xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海市建筑科学研究院xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
65xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南湖大土木建筑工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为可疑值（z=2.1）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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130xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海同济建设工程质量检测站xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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132xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	交通部公路工程检测中心(国家道路及桥梁质量监督检验中心)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
133xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江省工程质量道桥检测中心有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力结果为离群值（z=-9.7）；弹性模量结果为可疑值（z=-2.5）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
134xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南省交通建设质量监督试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
135xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南联智桥隧技术有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
136xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南铁院土木工程检测有限公司（中南大学土木工程检测中心）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=-2.9）、下屈服强度（z=-2.8）结果为可疑值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
137xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东建科建筑工程质量检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：弹性模量结果为离群值（z=-4.0）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
138xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	贵州省交通规划勘察设计研究院试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	贵州xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢绞线：最大力结果为可疑值（z=-2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
139xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	西南交通大学结构工程试验中心（四川交大工程检测咨询有限公司）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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141xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山西省交通建设工程质量检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合甲级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý 桥隧专项xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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180xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中铁大桥局集团第一工程有限公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý （增项）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
181xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	杭州捷力工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý （增项）xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	浙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
182xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京市政建设集团有限责任公司试验中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
183xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	西藏林芝江南交通工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	西藏xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
184xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	青海省湟源公路工程建设公司中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	青海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
185xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	长沙中核公路工程监理咨询有限公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=5.4）、下屈服强度（z=4.5）结果为离群值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
186xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川志德工程试验检测有限责任公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=7.3）、下屈服强度（z=5.5）结果为离群值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
187xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	海南公路工程公司中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	海南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
188xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	天水通科工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	甘肃xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=3.7）、下屈服强度（z=4.2）结果为离群值；断后伸长率（z=2.5）结果为可疑值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
189xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黄石市公路工程质量检测站xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖北xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
190xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	宝鸡市交通建设工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
191xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	内蒙古交科公路工程检测咨询有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	内蒙古xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为离群值（z=-6.1）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
192xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	宁夏路嘉公路工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	宁夏xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
193xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海新高桥凝诚建设工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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195xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中国中铁航空港建设集团有限公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
196xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	延边正方公路质量检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为可疑值（z=2.3）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
197xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	本溪公路监理有限公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
198xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江省公路工程监理咨询公司中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
199xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安达市金力工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为离群值（z=-8.3）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
200xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中铁二十局集团第四工程有限公司检测实验中心(青岛铁信力源工程检测有限公司)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为可疑值（z=2.5）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
201xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广州盛翔交通工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
202xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中铁第四勘察设计院集团有限公司工程测试中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖北xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
203xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东恒建工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=-22.1）、下屈服强度（z=16.0）结果为离群值；断后伸长率（z=2.1）结果为可疑值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
204xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	濮阳市公路工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
205xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	佳木斯市鸿实公路工程质量检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=4.6）、下屈服强度（z=3.8）结果为离群值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
206xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广州建粤路桥检测技术有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
207xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	沈阳市公路规划设计院工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
208xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	江西中煤土木工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	江西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为离群值（z=13.9）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
209xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川天昊公路工程检测咨询有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
210xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东省公路工程技术研究中心有限公司(山东省公路建设(集团)有限公司试验检测中心)xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
211xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽省巢湖市路桥工程有限公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为可疑值（z=2.3）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
212xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁奥路通科技有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为离群值（z=3.0）；下屈服强度结果为可疑值（z=2.8）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
213xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	西安通途公路工程试验检测站xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
214xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	六安市通达交通工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=-21.8）、下屈服强度（z=15.7）结果为离群值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
215xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	柳州桂中公路工程监理有限责任公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为离群值（z=5.3）；抗拉强度结果为可疑值（z=2.9）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
216xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	襄樊市中铁诚达工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖北xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=5.4）、下屈服强度（z=4.1）结果为离群值；断后伸长率结果为可疑值（z=-2.6）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
217xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	大连市交通工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	辽宁xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
218xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南和天工程项目管理有限公司检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	湖南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：下屈服强度结果为可疑值（z=2.2）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
219xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	济源市交通工程检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=4.2）、下屈服强度（z=3.8）结果为离群值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
220xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	重庆正道路桥工程质量检测中心有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	重庆xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
221xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西明泰工程建设有限责任公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	陕西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为可疑值（z=2.6）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
222xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	遂宁市公路工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
223xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林市万丰公路工程监理有限责任公司试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	吉林xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
224xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	滨州交通工程公司中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度结果为离群值（z=3.7）；下屈服强度结果为可疑值（z=2.8）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
225xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江东北林大工程检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	黑龙江xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
226xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中铁十局集团第二工程有限公司工程试验中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河南xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
227xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	锡林郭勒盟科创公路工程试验检测有限责任公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	内蒙古xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：下屈服强度结果为离群值（z=-5.3）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
228xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	自贡市公路工程质量检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
229xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	河源市交通建设工程中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	广东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
230xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京路桥通国际工程咨询有限公司公路工程技术检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	北京xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
231xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	呼伦贝尔市公路工程质量监督站试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	内蒙古xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：抗拉强度（z=2.2）、下屈服强度（z=2.8）结果为可疑值。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
232xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	绵阳市东业公路工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
233xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	中铁上海工程局第一工程有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	上海xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
234xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	阳泉市道路桥梁有限公司检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山西xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
235xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东省沂蒙交通工程有限公司中心试验室xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	山东xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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237xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	赤峰天宇公路工程试验检测中心xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	内蒙古xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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242xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽省环路交通科技有限责任公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	安徽xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	基本满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为可疑值（z=-2.1）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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252xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川公信工程试验检测有限公司xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	公路综合乙级xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	四川xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	不满意xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	-xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý	钢筋：断后伸长率结果为离群值（z=-3.1）。xc½1ÇÛ)bbs.3c3t.com²ü¹A0Ý
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