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混凝土检测报告翻译
21-11-16 返回列表
Report No.: DC12FCS11700142 Fujian Testing Center of Construction Engineering Quality Co., Ltd. Page 2 of 3
(Attached page 1)
Test Results of Crushed Stone for Normal Concrete
Test Item | Technical Requirements | Test Result | |||||||||||||||||
Silt content (%) | Concrete strength grade | ≥C60 | ≤0.5 | 0.4 | |||||||||||||||
C55~C30 or concrete featured with anti-freezing, anti-permeability or other special requirements | ≤1.0 | ||||||||||||||||||
≤C25 | ≤2.0 | ||||||||||||||||||
Clay lump content (%) | Concrete strength grade | ≥C60 | ≤0.2 | 0.1 | |||||||||||||||
C55~C30 or concrete ﹤C30 and featured with anti-freezing, anti-permeability or other special requirements | ≤0.5 | ||||||||||||||||||
≤C25 | ≤0.7 | ||||||||||||||||||
Total content of acicular, flaky particles (%) | Concrete strength grade | ≥C60 | ≤8 | 3 | |||||||||||||||
C55~C30 | ≤15 | ||||||||||||||||||
≤C25 | ≤25 | ||||||||||||||||||
Crushing value index (%) | Type of rock | Concrete strength grade | Crushing value index | 7.7 | |||||||||||||||
Crushed rock | Sedimentary rock | C60~C40 | ≤10 | ||||||||||||||||
≤C35 | ≤16 | ||||||||||||||||||
Metamorphic rock or plutonic igneous rock | C60~C40 | ≤12 | |||||||||||||||||
≤C35 | ≤20 | ||||||||||||||||||
Extrusive igneous rock | C60~C40 | ≤13 | |||||||||||||||||
≤C35 | ≤30 | ||||||||||||||||||
Pebble | C60~C40 | ≤12 | |||||||||||||||||
≤C35 | ≤16 | ||||||||||||||||||
Organic content | The color shall not darker than the standard. If it do, the substance should be process as concrete for strength contrast test with a compressive strength ratio not smaller than 0.95. | Qualified | |||||||||||||||||
Rigidity Mass loss rate (%) | Applicable to concrete used outside at severe cold or cold areas or usually at a wet state or an alternate wetting or drying state; concrete with corrosive medium function or usually at areas of water level change under the ground or with requirements for anti-fatigue, wear-resistance or shock-resistance. | ≤8 | 2 | ||||||||||||||||
Applicable to concrete used for other conditions. | ≤12 | ||||||||||||||||||
Rock strength (MPa) | Should be at least 20% higher than processed concrete in strength. | 130 | |||||||||||||||||
Content of sulfide and sulfate (%) | ≤1.0 | 0.12 | |||||||||||||||||
Apparent density (kg/m3) | -- | 2670 | |||||||||||||||||
Bulk density (kg/m3) | -- | 1520 | |||||||||||||||||
Tight density (kg/m3) | -- | 1580 | |||||||||||||||||
Porosity (%) | Loose | -- | 43 | ||||||||||||||||
Tight | -- | 41 | |||||||||||||||||
Water absorption (%) | -- | 0.86 | |||||||||||||||||
Moisture content (%) | -- | 0.9 | |||||||||||||||||
Chloridion (%) | -- | 0.001 | |||||||||||||||||
Alkali content (%) | -- | 5.12 | |||||||||||||||||
Radioactivity | Internal exposure index Ira | ≤1.0 | 0.3 | ||||||||||||||||
External exposure index Ir | ≤1.0 | 0.5 | |||||||||||||||||
Grain Composition | |||||||||||||||||||
Nominal size (mm) | 80 | 63 | 50 | 40 | 31.5 | 25.0 | 20.0 | 16.0 | 10.0 | 5.00 | 2.50 | ||||||||
(5~20) mm grain composition range accumulated screening (%) | - | - | - | - | - | 0 | 0~10 | - | 40~80 | 90~100 | 95~100 | ||||||||
Actual accumulated screening (%) | / | / | / | / | / | 0 | 4 | 26 | 66 | 94 | 99 | ||||||||
Screening conclusion | The grain composition of the sample is in conformity with (5~20) mm continuous composition range. | ||||||||||||||||||
Remarks | / | ||||||||||||||||||
PJTCC-BG (FC)-131/1 FC2017-069414
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2.The translator's full name， qualification and working unit; (翻译人员全名，资质以及工作单位；)
3.The contact details of the working unit; (翻译人员所在工作单位地址及联系方式的详细信息；)
4.The translator's signature; (翻译人员签字；)
5.The date of the translation; (翻译日期；)
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Every translate documents must include：(每一份翻译文件都必须包含：)
All translated documents must bear the following information:
所有的翻译文件都必须包括以下信息：
a) Full name of translator
翻译者的全名
b) Name of the organisation where translator works
翻译者所在单位的名称
c) Full address and contact details of the organisation
该单位的地址和联系方式
d) Details of qualification of the translator
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f) Date of the translation
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