埃塞水泥混凝土粗集料资料ERA.xlsx

1、2.983 g/cm3 2.861 g/cm3 1.4487 g/cm3 0.5%Weared Value磨耗值15.7%7.4% 14.4%Clay Lump粘土块含量0.5%/% 2.950 g/cm3 2.837 g/cm3 1.422 g/cm3 0.4%Weared Value磨耗值14.8%8.4% 12.3%Clay Lump粘土块含量0.2%/% 0.0750.500.4192 4.75403.6616 10401025.837 191008081.647 25100100100 Submit by : 委托 Checked by:检查 Witness by: 见证 Super

2、visor:主管 Passing rate (%)通过率（%）100.081.6 0400.5 25.83.70.4 ERA-8400 Required 要求范围100801001040 Idea of the Material Engineer(Consultant)材料工 程师 Upon examination,agreed that the batch of coarse aggregate can be used for this project经审查，同意此批粗集料可用于这个项目 Contractors representative Material Engineer(Contrac

3、tor) 材料工程师（承包商） Consultants representative Material Engineer(Consultant)材料工程师（顾问） Remarks备注 Conclusion结果All the indicators are consistent with the technical requirements of coarse aggregate所有指标都符合粗骨料的技术要求 NO.1Aggregate and NO.2 Aggregate Mixtures Sieve Analysis 一号和二号集料混合料筛分析 Sieve Size(mm)筛孔尺寸（毫米）25

4、19104.750.075 (5mm-14mm) Aggregate proportion (%)（5mm-14mm）总比例（%）40(14mm-25mm) Aggregate proportion (%)（14mm-25mm）总比例（%）60 Clay Content粘土含量Crushed Value压碎值 Flakiness Index针片状指数Soundness坚固性 K24+000 Representative Amount (5-14)代表数量 Result of the Corase Aggregate Test (14mm25mm)粗集料试验结果(14mm25mm) Appare

5、nt Density表观密度SSD Bulk gravityAccumulated Density堆积密度 Clay Content粘土含量Crushed Value压碎值 Flakiness Index针片状指数Soundness坚固性 Location/Source (514mm)位置/来源K24+000Location/Source(1425mm)位置/来源 Result of the Corase Aggregate Test (5mm14mm)粗集料试验结果（5mm-14mm） Apparent Density表观密度SSD Bulk gravityAccumulated Densi

6、ty堆积密度 Specification used使用规范ERA-8400Date Report报告日期2011/11/27 Sample Name样品名称Corase Aggregate粗集料Test By (Organization)试验（组织）AA Central LaboratoryAA 中心实验室 400m3Representative Amount 代表数量400m3 Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴亚的斯亚贝巴-阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications

7、 Construction Co. Ltd. 承建商：承建商： 中国通信建设有限公司中国通信建设有限公司 Consultants : Beijing Expressway Supervision Co.,Ltd顾问：顾问： 北京高速公路监理有限公司北京高速公路监理有限公司 Report of Corase Aggregate For Cement Concrete水泥混凝土粗骨料报告水泥混凝土粗骨料报告 Sample No样品编号1 Lab Ref No实验编号AA-CA-111101-1 0 10 20 30 40 50 60 70 80 90 100 0.0754.75101925Siev

8、e Size (mm)筛孔尺 Passing rate(%)通过百分率 Average平均值 51025434.15268.05 Average平均数 0000.00.00.00.0100.0100.0100.0 0000.00.00.00.0100.0100.0100.0 18711976.71923.8536.736.436.736.463.363.663.4 2840.62935.82888.255.754.192.490.57.69.58.5 354.3489.5421.97.09.099.499.50.60.50.6 30.628.629.60.60.5100.0100.00.00.

9、00.0 5.53.54.5 0.110.060.09 Average平均值 5111.15112.15111.6 Average 0000.00.00.00.0100.0100.0100.0 1518.91606.41562.6529.731.429.731.470.368.669.4 3554.53459.23506.8569.667.799.399.20.70.80.8 12.82418.40.30.599.699.60.40.40.4 4.83.64.20.10.199.699.70.40.30.3 18.114.916.50.40.3100.0100.00.00.00.0 243 0

10、.040.080.06 0.07500.50.4 4.75043.7 10104025.8 198010081.6 25100100100.0 Submit by : 委托 Checked by:检查 Witness by: 见证 Supervisor:主管 Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴亚的斯亚贝巴-阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd. 承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consultant

11、s : Beijing Expressway Supervision Co.,Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Coarse Aggregate Sieve Analysis Test粗集料筛分析试验记录粗集料筛分析试验记录 Sample No样品编号1Lab Ref No实验编号 AAJ-CA-111101-1 Sample Name样品名称Corase Aggregate粗集料 K24+000 Method Used 采用标准AASHTOT27Date test试验日期2011/11/26 Proposed Use建议使用Cement Concrete水泥

12、混凝土Source (5-14mm)样品来源K24+000Source (14-25mm)样品来源 25 19 Total Wt of Sample样品 的总重量 Sieve Size（mm)筛孔尺寸（毫米） Nominal size of aggregate(mm)5mm14mm 集料的公称尺寸 5mm14mm Frequency频次Subtotal of residue (%)分计筛余 Accumulative residue (%)累计筛 余 Passing rate(%)通过率（%） Retained on each sieve(g)保留在每个筛重量 Sieve Size（mm)筛孔尺

13、寸（毫米）Retained on each sieve(g)保留在每个筛重量 Effective Result有效的结果 Percentage of Lost(%)损失率 0.075 Sieve bottom筛底 0.075 Sieve bottom筛底 10 Wt of Lost (g)重量损失 4.75 25 19 10 4.75 60(1425mm)Aggregate Proportion (%)（1425毫米）总比例（%）40(514mm)Aggregate Proportion (%)（514毫米）总比例（%） (5mm14mm )Aggregate and(14mm25mm) Ag

14、gregate Mixtures（5mm-14mm）骨料和（14mm-25mm）集料混合物 0400.5 0.075（mm） Percentage passing(%)通过百分比（%）100.081.625.83.70.4 Sieve Size筛孔尺寸 25(mm)19(mm)10(mm)4.75(mm） Contractors representative Material Engineer(Contractor) 材料工程师（承包商） Consultants representative Material Engineer(Consultant)监理工程师 Wt of Lost (g)重量

15、损失 Percentage of Lost(%)损失率 Effective Result有效的结果 Subtotal of residue (%)分计筛余 Accumulative residue (%)累计筛 余 Passing rate(%)通过率（%） Nominal size of aggregate(mm)14mm25mm骨料的公称尺寸（毫米）14毫米25毫米 Frequency频次 Total Wt of Sample 样品 的总重量 Remarks ERA8400 Required 规范要求 100801001040 0 10 20 30 40 50 60 70 80 90 10

16、0 0.0754.75101925 Sieve Size (mm) Passing rate(%) Average平均数 1 2 1 2 Remarks:备注 Frequency 频次 Variety of Aggregate 各种骨料 514mm 1425mm Wt. of dry sample before testing(4.75mm)(g)样 品测试前干质量 3000 3000 Wt. of dry sample after testing(g)样品测试后的 重量（克） 2992 2993 2996 2995 Addis Ababa-Adama Toll Motorway Projec

17、t亚的斯亚贝巴亚的斯亚贝巴-阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd 承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consultants : Beijing Expressway Supervision Co.Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Clay Lump Percentage of Coarse Aggregate粗骨料粘土块试验记录粗骨料粘土块试验记录 Sample No样品编号1Lab Ref No实验编号AAJ-CA-1

18、11101-2Sample Name样品名称 Corase Aggregate粗集料 Method Used采用标准Test Date实验日期2011/11/26 Proposed Use建议使用 Cement Concrete水泥混凝土 Source (5mm14mm)样品来源K24+000Source (14mm25mm)样品来源 K24+000 AASHTOT112 Clay Lumps in sample(2.36mm)粘土 块样品（2.36mm） Clay Lump Content (%) 粘土块含量（%） Average平均值 =-=/（%） 80.3 0.3 70.2 Submi

19、t by : 委托 Checked by:检查 Witness by: 见证 Supervisor:主管 Contractors representative Material Engineer(Contractor) 材料工程师（承包商） Consultants representative Material Engineer(Consultant)监理工程师 43000 3000 0.1 0.2 50.2 ERA-8400 Specification Required规范要求 0.5% 试验结果有效 试验结果有效 12Average平均值12Average平均值 (g)135.1135.1

20、135.1135.1135.1135.1 (g)962963.1962.61235.61236.41236 (g)826.9828827.51100.51101.31100.9 (g)1242.11244.21243.21664.11662.81663.45 (g)1269.21271.81270.51697.21698.51697.85 (oC) 252525252525 0.0070.0070.0070.0070.0070.007 2.9922.9892.9902.9532.9612.957 2.8702.8662.8682.8442.8442.844 2.8082.8042.8062.7

21、892.7842.787 (%)2.182.222.201.992.152.07 (g/cm3) 2.9852.9822.9832.9462.9542.950 (g/cm3)2.8632.8592.8612.8372.8372.837 (g/cm3) 2.8012.7972.7992.7822.7772.780 Remarks:备注 Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴-阿达马收费高速公路项目Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴-阿达马收费高速公路项目 Contractor : Chin

22、a Communications Construction Co. Ltd. 承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consultants : Beijing Expressway Supervision Co.,Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Test Record of density&abosortioof of Aggregate(Mesh Cradle Method)骨料密度试验记录（网篮法）骨料密度试验记录（网篮法） Sample No样品编号1Lab Ref No实验编号AAJ-CA-111101-3Sample Name样

23、品名称Corase Aggregate粗集料 Source (5mm14mm)样品来源 K24+000Source (14mm25mm)样品来源 K24+000Proposed Use建议使用Cement Concrete水泥混凝土 Method Used采用标准Test Date实验日期2011/11/26 Cradle mass in water在摇篮中的水重m1 5mm14mm14mm25mm Variety of Coarse Aggregate各种粗骨料 AASHTO-T19 Mass of Cradle+sample in waterm2 Sample mass in waterm

24、3=m2-m1 Stoving sample mass烘干样品质量m0 Bulk specific gravity体积比重b=m0/(m4-m3) Wt. of saturated surface-dry Sample饱 和表面干的样品重量 m4 Temperature of water 水温度T Revised Coef. of temperature温度修 正系数 t Contractors representative Material Engineer(Contractor) Consultants representative Material Engineer(Consultant

25、) Frequency频次 Bulk gravity体积b=（b-t）w Apparent dengsity Water absorption水吸收Wx=（m4-m0)/m0 a=（a-t）w Saturated surface-dry bulk gravitys=（s-t）w Submit by : Checked by: Witness by: Supervisor: Apparent specific density表观密度a=m0/(m0-m3) Saturated surface-dry bulk specific gravity表面干的饱和容重 s=m4/(m4-m3) 试验结果有

26、效试验结果有效 Average平均值 1 2 1 2 Remarks:备注 3000 3000 3000 3000 0.5 Method Used采用标准Test Date实验日期 K24+000 AASHTOT11 Variety of Aggregate 各种骨料 Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴亚的斯亚贝巴-阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd.承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consul

27、tants : Beijing Expressway Supervision Co.,Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Clay Content of Coarse Aggregate 粗集料粘土含量试验记录粗集料粘土含量试验记录 Sample No样品编号1Lab Ref No实验编号AAJ-CA-111101-4Sample Name样品名称Corase Aggregate粗集料 Frequency频次 2011/11/26 Proposed Use建议使用Cement Concrete水泥混凝土 Source (5mm14mm)样品来源 K24+000S

28、ource (14mm25mm)样品来源 Average平均值 =-=/（%） Clay content (%)粘土含 量（%） Clay mass in sample(0.075mm)粘土 质量(0.075mm) Wt. of dry sample before testing(g)测试前的干燥 重量（克） Wt. of dry sample after testing(g)样品测试后的 重量（克） 514mm 1425mm 0.5 170.6 2990 2985 2983 2988 15 ERA-8400 Specification Required 规 范要求 1% Submit by

29、: Checked by: Witness by: Supervisor: Contractors representative Material Engineer(Contractor) Consultants representative Material Engineer(Consultant) 120.4 0.4 100.3 试验结果有效 试验结果有效 D=C/ACorrect 114.87.1 215.37.5 315.77.8 116.68.5 216.28.2 316.48.4 Remarks:备注 Variety of Aggregate 各种骨料 Frequency 频次 W

30、eight of sample before test (g)测试样品重量 （克） A (9.5mm13.2mm) Retained on sieve size 2.36mm(g) 保留在该筛 重量 B Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴亚的斯亚贝巴-阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd承包商：中国通信建设有限公司承包商：中国通信建设有限公司Consultants : Beijing Expressway Supervis

31、ion Co.Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Test Record of Aggregate Crushed Value集料压碎值试验记录集料压碎值试验记录 Sample No样品编号1Lab Ref No实验编号AAJ-CA-111101-5Name of sample样品名称 Corase Aggregate粗集料 Source (5mm145mm)样品来源 K24+000Source (14mm25mm)样品来源 K24+000Proposed Use建议使用Cement Concrete 2812 2953 Method Used采用标准Date

32、Test 实验日期2011/11/26JTG E42-2005 Crused value (%)压碎值 指标 Wt. of fines passing 2.36mm压碎试验后筛余的试样质量(g)Average平均值 2376 29512461490 C=A-B(%) 1425mm 28002386414 29502466484 429514mm7.4 8.42475478 2805 2371441 Contractors representative Material Engineer(Contractor) Consultants representative Material Engine

33、er(Consultant) JTJ 041-2000 Specification Required (%)规范要求（%） C35C60C35 1216 Submit by : Checked by: Witness by: Supervisor: Grading分类Revolution转数 D500 15.7 15.7 1425mm 5000 5000 m1(g) 5000 5000 Variety of Aggregate 各种骨料 514mm 4212 4216 m2(g)m3=m1-m2 (g)Q=m3/m1(%)Q(%) 426273814.8 14.8 788 784 Addis

34、Ababa-Adama Toll Motorway Project亚的斯亚贝巴Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴- -阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd. 承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consultants : Beijing Expressway Supervision Co.,Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Test Record of Wearing

35、 Ratio of Coarse Aggregate Sample No样品编号1Lab Ref No实验编号AAJ-CA-111101-6Name of sample 样品名称 Corase Aggregate粗集料 Source (5mm14mm)K24+000Source (14mm25mm)K24+000Proposed Use建议使用Cement Concrete水泥混凝土 Method Used采用标准Date Test 实验日期2011/11/26ASTM C 131 ASTM C 131Gradings Of Test Sample(Los Angeles Method)用13

36、1级别的测试样品（洛杉矶磨耗法） Sieve Size筛孔尺寸Mass of indicated Size指定标注重量Total Wt of sample 样品的总重量 No. Of Spheres球号Weight Of Spheres球重 A 2537.51250 25 5000 10125000 25500.0 19.025.01250 25 12.519.01250 10 9.512.51250 10 B 12.519.02500 10 5000 10114854 25500 9.512.52500 10 C 6.39.52500 10 5000 1083334 20500 4.756.

37、32500 10 2.364.755000 105000 1062500 15 Test Record(Los Angeles Method) Wt retained on 1.7mm after abrasion 磨损后保留在 1.7 毫米筛重量 Wt loss after wearing重量损失Wearing ratio磨耗率Average平均值Original oven dried weight原始烘箱干燥重量 15.8 Submit by : Checked by: Witness by: Supervisor: Contractors representative Material

38、Engineer(Contractor) Consultants representative Material Engineer(Consultant) 425674414.9 Remarks:备注 ERA-8400 Specification Required 规范要求 40% Revolution转数 试验结果有效 试验结果有效 Elapse time 20h 4h 4h 4h 4h Q1a1 Q2a2 Q3a3 Q4a4 Remarks: Addis Ababa-Adama Toll Motorway Project亚的斯亚贝巴Addis Ababa-Adama Toll Motorw

39、ay Project亚的斯亚贝巴- -阿达马收费高速公路项目阿达马收费高速公路项目 Contractor : China Communications Construction Co. Ltd. 承包商：中国通信建设有限公司承包商：中国通信建设有限公司 Consultants : Beijing Expressway Supervision Co.,Ltd监理：北京高速公路监理有限公司监理：北京高速公路监理有限公司 Test Record of Soundness of Coarse Aggregate粗骨料坚固性试验记录粗骨料坚固性试验记录 Sample No1Lab Ref NoSampl

40、e NameCorase Aggregate粗集料 Cement Concrete Method UsedTest DateJTG E42-2005 Source (5mm14mm)K24+000Source (14mm25mm)K24+000Proposed Use Cycling FrequencyStart Time of SaturationEnd Time of SaturationTemperature() 1 2 3 4 5 Sample grade mass of each sample after stoving Loss percentage of each grade p

41、article Percentage of various grade particles mass as talal mass before test(%) Wt of sample before testWt of sample after testLoss of each grade (mm)(g)(g)(g)(%) Submit by : Checked by: Supervisor: Contractors representative Material Engineer(Contractor) Material Engineer(Consultant) 2.364.75 Q (a1

42、Q1+a2Q2+a3Q3+a4Q4)/(a1+a2+a3+a4) 4.759.5 9.519 1937.5 Loss percentage of tatal mass(%) ERA-8400 Specification Required 12% 12Average12Average （g)159261593115928.5156511566215656.5 （g)129212921292129212921292 （g)146341463914636.5143591437014364.5 （g)122511225112251122511225112251 （g)21482148214821482

43、1482148 (mL)101031010310103 101031010310103 （g/cm3)1.451.451.451.421.421.42 Remarks: Cement Concrete Source (5mm14mm)K24+000Source (14mm25mm)K24+000Proposed Use Addis Ababa-Adama Toll Motorway ProjectAddis Ababa-Adama Toll Motorway Project Contractor : China Communications Construction Co. Ltd. Cons

44、ultants : Beijing Expressway Supervision Co.,Ltd Test Record of Accumulated density of Aggregate骨料堆积密度试验记录骨料堆积密度试验记录 Sample No1Lab Ref NoAAJ-CA-111101-7Sample NameCorase Aggregate粗集料 m1 Method UsedDate Test 2011/11/26 m0=m1-m2 Wt.of Aggregate+mould 14mm25mmVariety of Coarse Aggregate JTG E422005 Fre

45、quency 5mm14mm m4 Wt.of mould m2 Wt.of Aggregate =m0/V Wt.of Water +mould +ground glassm3 Wt.of mould +ground glass Submit by : Checked by: Witness by: Supervisor: Contractors representative Material Engineer(Contractor) Consultants representative Material Engineer(Consultant) Volume of mould V=m3-m

46、4 Accumulated density 1 2 1 2 Remarks: 12.3 14.4 Variety of Aggregate Frequency (g) (g) (%) (%) 1652232 Content of flat and elongated grainWt of flat and elongated grain（L/t3）Wt of sample 235128912.3 14.0 162324114.8 Addis Ababa-Adama Toll Motorway Project Contractor : China Communications Construction Co. Ltd. Consultants : Beijing Expressway Supervision Co.,Ltd Flakiness Index of Coarse Aggregate粗骨料针片状试验记录粗骨料针片状试验记录 Sample No1Lab Ref NoAAJ-CA-111101-8Sample NameCo