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试验项目与试验代码对照表 [复制链接]

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附表1€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
试验项目与试验代码对应表€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
序号€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

试验项目€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

试验代码€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

序号€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

试验项目€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

试验代码€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\

€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
1€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
击实试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TJS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
2€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
液塑限试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TYX€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
3€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
CBR试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
CBR€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
4€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
颗粒分析试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TKF€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
5€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土颗粒比重试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TBZ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
6€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
最大干密度试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TMD€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
7€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土工易溶盐试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TYR€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
8€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土有机质试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TYJ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
9€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土工合成材料试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
THC€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
10€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
粗集料(砂砾)试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
CJL€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
11€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
细集料试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
XJL€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
12€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
矿粉试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
KF€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
13€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土抗压强度试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TKY€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
14€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土抗折强度试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TKZ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
15€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
砂浆抗压强度试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
SKY€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
16€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土抗渗试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TKS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
17€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土外加剂€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WJJ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
18€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
水泥试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
SN€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
19€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LQ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
20€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青含量与矿料级配€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LHL€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
21€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
马歇尔试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LMX€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
22€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青混合料芯样试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LXY€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
23€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青混和料车辙试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LCZ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
24€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青混和料弯曲试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LWQ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
25€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
金属原材试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JYC€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
26€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
金属焊接€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JHJ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
27€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
灰剂量试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WHJ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
28€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
无侧限抗压强度€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WCX€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
29€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
标准曲线试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WBZ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
30€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
石灰试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WSH€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
31€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
沥青配合比设计€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
LPB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
32€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土配合比设计€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
TPB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
33€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
砂浆配合比设计€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
SPB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
34€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
无机结合料配合比设计€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
WPB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
35€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
水质分析试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
SFX€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
36€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
岩石试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
YS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
37€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
压实度试验(灌砂)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCYSG€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
38€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
压实度试验(环刀)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCYSH€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
39€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
压实度试验(核子密度)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCYSM€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
40€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
平整度试验(三米直尺)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCPZS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
41€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
平整度试验(连续)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCPZL€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
42€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
弯沉(贝克曼梁)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCWCB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
43€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
水泥砼强度(回弹仪)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCHTY€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
44€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路面构造深度试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLSD€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
45€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路面抗滑试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLKH€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
46€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路面渗水试验€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLSS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
47€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
动力触探€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCDCT€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
48€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
锚杆€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
MG€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
49€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
锚杆拉拔€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCMG€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
50€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
现场CBR€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCCBR€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
51€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
现场CBR(落球仪)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLQY€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
52€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土基回弹模量(承载板)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCMLC€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
53€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
土基回弹模量(贝克曼梁)€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCMLB€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
53€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
标准砂标定€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCBZS€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
56€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
混凝土坍落度测试€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCTLD€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
54€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路基路面宽度测试€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLKD€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
55€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路基路面高程测试€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLGC€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
56€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
路基路面厚度测试€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCLHD€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
57€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
泥浆性能测试€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
JCNJ€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
€CªY‹™þlS;bbs.3c3t.comøB"è¹Î P\
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