序号|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 试验项目|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤ |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 试验代码|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤ |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 序号|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤ |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 试验项目|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤ |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 试验代码|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤ |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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1|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 击实试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TJS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 2|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 液塑限试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TYX|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
3|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| CBR试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| CBR|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 4|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 颗粒分析试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TKF|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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5|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土颗粒比重试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TBZ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 6|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 最大干密度试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TMD|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
7|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土工易溶盐试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TYR|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 8|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土有机质试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TYJ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
9|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土工合成材料试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| THC|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 10|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 粗集料(砂砾)试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| CJL|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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11|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 细集料试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| XJL|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 12|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 矿粉试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| KF|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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13|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土抗压强度试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TKY|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 14|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土抗折强度试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TKZ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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15|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 砂浆抗压强度试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| SKY|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 16|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土抗渗试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TKS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
17|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土外加剂|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WJJ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 18|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 水泥试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| SN|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
19|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LQ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 20|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青含量与矿料级配|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LHL|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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21|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 马歇尔试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LMX|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 22|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青混合料芯样试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LXY|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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23|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青混和料车辙试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LCZ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 24|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青混和料弯曲试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LWQ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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25|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 金属原材试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JYC|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 26|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 金属焊接|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JHJ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
27|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 灰剂量试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WHJ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 28|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 无侧限抗压强度|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WCX|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
29|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 标准曲线试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WBZ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 30|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 石灰试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WSH|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
31|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 沥青配合比设计|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| LPB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 32|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土配合比设计|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| TPB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
33|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 砂浆配合比设计|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| SPB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 34|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 无机结合料配合比设计|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| WPB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
35|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 水质分析试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| SFX|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 36|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 岩石试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| YS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
37|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 压实度试验(灌砂)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCYSG|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 38|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 压实度试验(环刀)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCYSH|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
39|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 压实度试验(核子密度)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCYSM|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 40|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 平整度试验(三米直尺)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCPZS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
41|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 平整度试验(连续)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCPZL|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 42|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 弯沉(贝克曼梁)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCWCB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
43|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 水泥砼强度(回弹仪)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCHTY|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 44|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路面构造深度试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLSD|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
45|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路面抗滑试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLKH|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 46|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路面渗水试验|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLSS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
47|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 动力触探|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCDCT|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 48|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 锚杆|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| MG|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
49|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 锚杆拉拔|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCMG|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 50|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 现场CBR|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCCBR|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
51|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 现场CBR(落球仪)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLQY|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 52|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土基回弹模量(承载板)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCMLC|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
53|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 土基回弹模量(贝克曼梁)|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCMLB|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 53|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 标准砂标定|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCBZS|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
56|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 混凝土坍落度测试|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCTLD|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 54|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路基路面宽度测试|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLKD|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
55|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路基路面高程测试|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLGC|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 56|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 路基路面厚度测试|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCLHD|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
|
57|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| 泥浆性能测试|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| JCNJ|Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
| |Z·4$ðzbbs.3c3t.com)Ø9p2Ô>¾¤
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