回弹法检测混凝土强度计算表(英文).xls
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- 关 键 词:
- 回弹 检测 混凝土 强度 计算 英文
- 资源描述:
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1、REPUBLIC OF SIERRA LEONE SIERRA LEONE ROADS AUTHORITY MATOTOKA TO SEFADU ROADREHABITATION LOT 2(YIYE TO SEFADU) Test area number Measurement area concrete strength conversion(MPa) Test area number Measurement area concrete strength conversion(MPa) Test area number Measurement area concrete strength
2、conversion(MPa) Test area number Measurement area concrete strength conversion(MPa) 110.2/ 214.3/ 316.6/ 418.4/ 516.2/ 616.5/ 717.3/ 818.5/ 918.7/ 1018.3/ 10 10.2 1.645 = 16.5 2.62 12.2 =- CHICO:CONSULTANT: DATE:DATE: C30 / Minimum (MPa): = Guarantee rate K= = Intensity of estimate value(MPa) fcu,e
3、The number of test area10when,fcu,e=mfccu-1.645sfccu = 026 5.5 Engineering name Construction member The number of test area10 or test area in concrete strength conversion value, fcu,e=mfccu,min Abutment Test date Experimental standard Concrete pouring date Rebound hammer number ASTM C-805-02 17 Marc
4、h 2016 Rebound method to detect concrete strength test report Concrete intension compute Test area number n =AVG(MPa)Standard D-value(MPa) Design strength grade(MPa) Km118+400 Bridge Average carbonation depth value(mm) REPUBLIC OF SIERRA LEONE SIERRA LEONE ROADS AUTHORITY MATOTOKA TO SEFADU ROADREHA
5、BITATION LOT 2(YIYE TO SEFADU) REPUBLIC OF SIERRA LEONE SIERRA LEONE ROADS AUTHORITY MATOTOKA TO SEFADU ROAD REHABITATION LOT 2(YIYE TO SEFADU) 1234567891011121314 124283845353842373845 219312643373731383443 319103332393832363836 424252537181931313530 526224519363734343532 629313936431930193131 7272
6、92134333818301918 819311832242030303436 924353325213630343135 1025282137213530443030 1126263223363634353044 1222293736222131393118 1321243330322235183532 1418323631431831303331 1526323422183435323635 1629272336323334313319 23.728.531.232.930.831.131.833.033.232.8 0000000000 23.728.531.232.930.831.13
7、1.833.033.232.8 0000000000 23.728.531.232.930.831.131.833.033.232.8 10.214.316.618.416.216.517.318.518.718.3 CHICO:CONSULTANT: DATE:DATE: 016.510.22.6212.2 Intensity of the standard deviation Measurement area concrete strength conversion(MPa) Test results Revised pumping concrete Angle is revised Af
8、ter the Angle correction Revised casting surface Average intensity of(MPa) Minimum thickness division intensity values(MPa) Intensity of estimate value(MPa) Revised casting surface Average carbonation depth value(mm) 5.5 Spring back value Measu ring point readin g Test area average test Angle horizo
9、ntal direction Artifa cts situati on C30Test surface state80 /Dry stateCalibration/ Adjust value Hardened concrete rebound index test report Experimental standard ASTM C-805-02Engineering location test area number Number026 Concrete pouring date/ Design strength grade Age period ZC3-A Km118+400bridg
10、e Rebo und ham mer Type Test date17 March 2016 Serial number/Concrete type AbutmentPortland cement concreteLocation REPUBLIC OF SIERRA LEONE SIERRA LEONE ROADS AUTHORITY MATOTOKA TO SEFADU ROAD REHABITATION LOT 2(YIYE TO SEFADU) 平均回 弹值 Rm0.00.51.01.52.02.53.03.54.04.55.0 20.010.310.10.00.00.00.00.00
11、.00.00.00.0 20.110.410.20.00.00.00.00.00.00.00.00.0 20.210.510.310.00.00.00.00.00.00.00.00.0 20.310.610.410.10.00.00.00.00.00.00.00.0 20.410.710.510.20.00.00.00.00.00.00.00.0 20.510.910.710.30.00.00.00.00.00.00.00.0 20.611.010.810.410.10.00.00.00.00.00.00.0 20.711.110.910.510.20.00.00.00.00.00.00.0
12、20.811.211.010.610.30.00.00.00.00.00.00.0 20.911.311.110.710.40.00.00.00.00.00.00.0 21.011.411.210.810.510.00.00.00.00.00.00.0 21.111.511.310.910.610.10.00.00.00.00.00.0 21.211.611.411.010.710.20.00.00.00.00.00.0 21.311.711.511.110.810.30.00.00.00.00.00.0 21.411.811.611.210.910.410.00.00.00.00.00.0
13、21.511.911.711.311.010.510.10.00.00.00.00.0 21.612.011.811.411.010.610.20.00.00.00.00.0 21.712.212.011.611.210.710.40.00.00.00.00.0 21.812.312.111.711.310.810.510.10.00.00.00.0 21.912.412.211.811.410.910.610.20.00.00.00.0 22.012.512.211.911.511.010.610.20.00.00.00.0 22.112.612.312.011.611.110.710.30
14、.00.00.00.0 22.212.712.412.111.711.210.810.410.00.00.00.0 22.312.912.612.311.911.310.910.610.20.00.00.0 22.413.012.712.412.011.411.010.710.310.00.00.0 22.513.112.812.512.111.511.110.810.410.10.00.0 22.613.212.912.512.111.611.210.810.410.20.00.0 22.713.313.012.612.211.711.310.910.510.30.00.0 22.813.4
15、13.112.712.311.811.411.010.610.30.00.0 22.913.613.312.912.512.011.511.110.710.40.00.0 23.013.713.413.012.612.111.611.210.810.510.10.0 23.113.813.513.112.712.211.711.310.910.610.20.0 23.213.913.613.212.812.211.811.411.010.710.310.0 23.314.013.713.312.912.311.911.511.110.810.410.1 23.414.113.813.413.0
16、12.412.011.611.210.910.410.2 23.514.314.013.613.112.612.111.711.311.010.610.3 23.614.414.113.713.212.712.211.811.411.110.710.4 23.714.514.213.813.312.812.311.911.511.210.810.5 23.814.614.313.913.412.812.412.011.511.210.810.5 23.914.814.514.113.613.012.612.111.711.410.910.6 24.014.914.614.213.713.112
17、.712.211.811.511.010.7 24.115.014.714.313.813.212.812.311.911.611.110.8 24.215.114.814.313.913.312.812.411.911.611.210.9 测区混凝土强度换算值 (Mpa) 平均碳化深度值 dm(mm) 24.315.315.014.514.113.513.012.512.111.811.311.0 24.415.415.114.614.213.613.112.612.211.911.411.1 24.515.515.214.714.313.713.212.712.312.011.511.2
18、24.615.615.314.814.413.713.312.812.312.011.511.2 24.715.815.515.014.513.913.412.912.512.111.711.3 24.815.915.615.114.614.013.513.012.612.211.811.4 24.916.115.815.314.814.213.713.212.712.311.911.6 25.016.215.915.414.914.313.813.312.812.312.011.7 25.116.316.015.515.014.413.913.412.912.512.111.8 25.216
19、.416.115.615.114.413.913.413.012.612.111.8 25.316.616.315.815.314.614.113.613.112.712.311.9 25.416.716.415.915.414.714.213.713.212.812.412.0 25.516.816.516.015.614.814.313.813.312.912.512.1 25.616.916.616.115.714.914.413.913.413.012.512.2 25.717.116.816.215.815.014.514.013.513.112.612.3 25.817.216.9
20、16.315.815.114.614.113.613.212.712.4 25.917.417.116.516.015.314.814.313.713.312.912.5 26.017.517.216.616.115.414.914.413.813.413.012.6 26.117.717.316.816.315.615.014.513.913.513.112.7 26.217.817.416.916.415.715.114.614.013.613.212.8 26.317.917.517.016.515.815.214.714.113.713.312.9 26.418.017.617.116
21、.615.815.314.814.213.813.313.0 26.518.217.817.316.716.015.514.914.313.913.413.1 26.618.317.917.416.816.115.615.014.414.013.513.2 26.718.518.117.617.016.315.715.214.514.113.713.3 26.818.618.217.717.116.415.815.314.614.213.813.4 26.918.818.417.917.316.516.015.414.714.313.913.5 27.018.918.518.017.416.6
22、16.115.514.814.414.013.6 27.119.018.618.117.516.716.215.614.914.514.113.7 27.219.118.718.117.616.816.215.715.014.614.113.8 27.319.318.918.317.716.916.315.815.114.714.213.9 27.419.419.018.417.817.016.415.915.214.814.314.0 27.519.619.218.617.917.116.516.015.314.914.414.1 27.619.719.318.718.017.216.616
23、.115.415.014.514.1 27.719.919.518.918.117.316.716.215.515.114.614.2 27.820.019.619.018.217.416.816.315.615.214.714.2 27.920.219.719.118.317.516.916.415.715.314.814.3 28.020.319.719.218.417.617.016.515.815.414.814.4 28.120.519.919.418.517.717.116.615.915.514.914.5 28.220.620.019.518.617.817.216.716.0
24、15.615.014.6 28.320.820.219.618.717.917.316.816.115.715.114.7 28.420.920.319.718.818.017.416.916.215.815.214.8 28.521.120.519.919.018.117.517.016.315.915.314.9 28.621.220.620.019.118.217.617.116.416.015.415.0 28.721.420.820.119.318.417.717.216.516.115.515.1 28.821.520.920.219.418.517.817.316.616.215
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