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