试验检测项目及频率$Ó¬Q±nbbs.3c3t.com}%t}z
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序号$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 工程$Ó¬Q±nbbs.3c3t.com}%t}z
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名称$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 试验检测对象$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 试验检测项目$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 规定的试验检测频率或要求$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 各级试验室应承担的试验检测频率$Ó¬Q±nbbs.3c3t.com}%t}z
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承包人$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 驻地办$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 中心试验室$Ó¬Q±nbbs.3c3t.com}%t}z
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1$Ó¬Q±nbbs.3c3t.com}%t}z
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t $Ó¬Q±nbbs.3c3t.com}%t}z
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$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 路基$Ó¬Q±nbbs.3c3t.com}%t}z
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工程$Ó¬Q±nbbs.3c3t.com}%t}z
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$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 土$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 筛分$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 20000--50000m3或土质发生变化时$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 20%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 3%$Ó¬Q±nbbs.3c3t.com}%t}z
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容重$Ó¬Q±nbbs.3c3t.com}%t}z
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液、塑限$Ó¬Q±nbbs.3c3t.com}%t}z
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颗粒分析$Ó¬Q±nbbs.3c3t.com}%t}z
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有机质、易$Ó¬Q±nbbs.3c3t.com}%t}z
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溶盐含量$Ó¬Q±nbbs.3c3t.com}%t}z
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含水量$Ó¬Q±nbbs.3c3t.com}%t}z
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承载比(CBR)$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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标准击实$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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石灰$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 有效氧化钙及氧化镁含量$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 每合同段每种配合比试验1次；其后每200吨检验一次$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 3%$Ó¬Q±nbbs.3c3t.com}%t}z
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稳定土$Ó¬Q±nbbs.3c3t.com}%t}z
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配比设计$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 稳定土配合比标准试验$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 每合同段每种配合比试验1次$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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土工合成材料$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 抗拉、剪、撕、剥强度，耐腐性$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 每合同段每批材料进场时检验；其后每月抽检2次$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 3%$Ó¬Q±nbbs.3c3t.com}%t}z
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施工质量$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 加固土石灰剂量$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 每2000m2检测4处$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 20%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 3%$Ó¬Q±nbbs.3c3t.com}%t}z
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路基压实度$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 每200m双车道每压实层检测4处(土方路基)；沉降差，每40m测一个断面，每断面测5-9个点（双车道）层厚和碾压遍数符合要求(石方路基)$Ó¬Q±nbbs.3c3t.com}%t}z
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弯沉（路床）$Ó¬Q±nbbs.3c3t.com}%t}z
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t | ４０-５０个点／车道／公里$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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t | 100%$Ó¬Q±nbbs.3c3t.com}%t}z
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