试验检测项目及频率}ZØ¥ Þ{abbs.3c3t.comk
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序号}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 工程}ZØ¥ Þ{abbs.3c3t.comk
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名称}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 试验检测对象}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 试验检测项目}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 规定的试验检测频率或要求}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 各级试验室应承担的试验检测频率}ZØ¥ Þ{abbs.3c3t.comk
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承包人}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 驻地办}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 中心试验室}ZØ¥ Þ{abbs.3c3t.comk
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1}ZØ¥ Þ{abbs.3c3t.comk
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/<8 | 路基}ZØ¥ Þ{abbs.3c3t.comk
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工程}ZØ¥ Þ{abbs.3c3t.comk
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/<8 | 土}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 筛分}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 20000--50000m3或土质发生变化时}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 20%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 3%}ZØ¥ Þ{abbs.3c3t.comk
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容重}ZØ¥ Þ{abbs.3c3t.comk
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液、塑限}ZØ¥ Þ{abbs.3c3t.comk
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颗粒分析}ZØ¥ Þ{abbs.3c3t.comk
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有机质、易}ZØ¥ Þ{abbs.3c3t.comk
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溶盐含量}ZØ¥ Þ{abbs.3c3t.comk
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含水量}ZØ¥ Þ{abbs.3c3t.comk
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承载比(CBR)}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
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标准击实}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
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石灰}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 有效氧化钙及氧化镁含量}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 每合同段每种配合比试验1次；其后每200吨检验一次}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 3%}ZØ¥ Þ{abbs.3c3t.comk
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稳定土}ZØ¥ Þ{abbs.3c3t.comk
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配比设计}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 稳定土配合比标准试验}ZØ¥ Þ{abbs.3c3t.comk
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/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 |
土工合成材料}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 抗拉、剪、撕、剥强度，耐腐性}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 每合同段每批材料进场时检验；其后每月抽检2次}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
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施工质量}ZØ¥ Þ{abbs.3c3t.comk
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/<8 | 每2000m2检测4处}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 20%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 3%}ZØ¥ Þ{abbs.3c3t.comk
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路基压实度}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 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)}ZØ¥ Þ{abbs.3c3t.comk
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弯沉（路床）}ZØ¥ Þ{abbs.3c3t.comk
/<8 | ４０-５０个点／车道／公里}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
/<8 | 100%}ZØ¥ Þ{abbs.3c3t.comk
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