试验检测项目及频率é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
序号é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 工程é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 试验检测对象é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 试验检测项目é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 规定的试验检测频率或要求é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 各级试验室应承担的试验检测频率é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||
承包人é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 驻地办é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 中心试验室é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||
1é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä é£jT&¤Abbs.3c3t.comÿ5º8m 8^äé£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 路基é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 土é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 筛分é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 20000--50000m3或土质发生变化时é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 20%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 3%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä |
容重é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
液、塑限é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
颗粒分析é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
有机质、易é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
含水量é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||||||
承载比(CBR)é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||||
标准击实é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||||
石灰é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 有效氧化钙及氧化镁含量é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 每合同段每种配合比试验1次;其后每200吨检验一次é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 3%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||
稳定土é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 稳定土配合比标准试验é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 每合同段每种配合比试验1次é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||
土工合成材料é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 抗拉、剪、撕、剥强度,耐腐性é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 每合同段每批材料进场时检验;其后每月抽检2次é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 3%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||
施工质量é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 加固土石灰剂量é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 每2000m2检测4处é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 20%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 3%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||
路基压实度é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 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)é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | ||||||
弯沉(路床)é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 40-50个点/车道/公里é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | 100%é£jT&¤Abbs.3c3t.comÿ5º8m 8^ä | |||