ASTM D4311-2004e1 Standard Practice for Determining Asphalt Volume Correction to a Base Temperature《调整到基准温度时沥青体积测定的标准实施规程》.pdf

1、Designation: D 4311 04e1Standard Practice forDetermining Asphalt Volume Correction to a BaseTemperature1This standard is issued under the fixed designation D 4311; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last re

2、vision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.e1NOTECorrected Equations 3 and 4 in accordance with Equations X1.8 and X1.10 inAppendix X1 editorially inApril 2006.1. Scope1.1 This pr

3、actice provides tables of volume correctionfactors which may be used to convert volumes of asphaltmeasured at different temperatures to a volume at a standardbase temperature. These tables are applicable to all types ofasphalts except emulsified asphalts.1.2 This practice provides tables to convert

4、asphalt volumesto 15C or 60F from volumes measured at any temperaturefrom 25 to +275C or 0 to 500F.1.3 The conversions from the two tables are not equivalentbecause the temperatures of 15C and 60F that they are basedon are not equal.NOTE 1Correction factors in Table 1 and Table 2 are for use in plac

5、eof correction factors provided in Guide D 1250, which do not addressrequirements for asphalt specifications.22. Referenced Documents2.1 ASTM Standards:3D70 Test Method for Density of Semi-Solid BituminousMaterials (Pycnometer Method)D 1250 Guide for Use of the Petroleum MeasurementTablesD 3142 Test

6、 Method for Specific Gravity, API Gravity, orDensity of Cutback Asphalts by Hydrometer MethodD 3289 Test Method for Density of Semi-Solid and SolidBituminous Materials (Nickel Crucible Method)3. Significance and Use3.1 Asphalts change in volume with change in temperature.They are loaded or transferr

7、ed at widely varying temperatures.Volume correction factors are used to adjust bulk volumesmeasured at those temperatures to corresponding volumes at abase temperature of 15C or 60F for the purposes of custodytransfer and accounting operations.3.2 Correction factors as provided in this practice have

8、proven to be sufficiently accurate for the intended purposes.3.3 Coefficients of expansion used for development of datain this practice are as follows:Table Column A Column B1 0.00035 0.000402 0.00063 0.000724. Procedure4.1 Volume correction factors are provided for volumeadjustments to 15C in Table

9、 1 and 60F in Table 2. The tablesare entered with asphalt temperature at which bulk volume ismeasured.4.2 The tables provide two sets of factors in columnslabeled A and B. The selection of the appropriate column, A orB, is defined by table footnotes. The selection is based onasphalt density at 15C,

10、API gravity at 60F, or by the specificgravity 60/60F. Column A factors apply to the majority ofasphalts.4.2.1 Values for density at 15C, API gravity at 60F, andspecific gravity 60/60F may be obtained byTest Method D70,Test Method D 3289, or Test Method D 3142.4.2.2 Volume correction factors (see Not

11、e 2) for Table 1were generated using the following formulas:4.2.2.1 Table 1A Factor Asphalts:A 5 1.0094684142 2 6.33413410744 3 1024TC!#1 1.45710416212 3 1027TC!#2(1)where:A = volume correction factor, andT (C) = temperature of asphalt in C.4.2.2.2 Table 1B Factor Asphalts:B 5 1.0108020095 2 7.23435

12、15319 3 1024TC!#1 2.1996598346 3 1027TC!#2(2)1This practice is under the jurisdiction of ASTM Committee D04 on Road andPaving Materials and is the direct responsibility of Subcommittee D04.40 onAsphalt Specifications.Current edition approved June 1, 2004. Published June 2004. Originallyapproved in 1

13、983. Last previous edition approved in 1996 as D 4311 96.2Factors originally published for Groups 0 and 1 oils in Tables 7, 25, and 55 inD 1250 52 T. Last previous edition D 1250 04.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.o

14、rg. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.TABLE 1 Volume Reduction to 15CObservedTemperature,CVolume Corre

15、ctionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CAB AB AB25.0 1.0254 1.0290 0 1.0095 1.0108 25.0 0.9937 0.992924.5 1.0251 1.0287 0.5 1.0092 1.0104 25.5 0.9934 0.992524.0 1.0248 1.0283 1.0 1.0088 1.0101 26.0 0.9931 0.992123.

16、5 1.0244 1.0279 1.5 1.0085 1.0097 26.5 0.9928 0.991823.0 1.0241 1.0276 2.0 1.0082 1.0094 27.0 0.9925 0.991422.5 1.0238 1.0272 2.5 1.0079 1.0090 27.5 0.9922 0.991122.0 1.0235 1.0268 3.0 1.0076 1.0086 28.0 0.9918 0.990721.5 1.0232 1.0265 3.5 1.0073 1.0083 28.5 0.9915 0.990421.0 1.0228 1.0261 4.0 1.006

17、9 1.0079 29.0 0.9912 0.990020.5 1.0225 1.0257 4.5 1.0066 1.0076 29.5 0.9909 0.989720.0 1.0222 1.0254 5.0 1.0063 1.0072 30.0 0.9906 0.989319.5 1.0219 1.0250 5.5 1.0060 1.0068 30.5 0.9903 0.988919.0 1.0216 1.0246 6.0 1.0057 1.0065 31.0 0.9900 0.988618.5 1.0212 1.0243 6.5 1.0054 1.0061 31.5 0.9897 0.98

18、8218.0 1.0209 1.0239 7.0 1.0050 1.0057 32.0 0.9893 0.987917.5 1.0206 1.0235 7.5 1.0047 1.0054 32.5 0.9890 0.987517.0 1.0203 1.0232 8.0 1.0044 1.0050 33.0 0.9887 0.987216.5 1.0200 1.0228 8.5 1.0041 1.0047 33.5 0.9884 0.986816.0 1.0196 1.0224 9.0 1.0038 1.0043 34.0 0.9881 0.986515.5 1.0193 1.0221 9.5

19、1.0035 1.0039 34.5 0.9878 0.986115.0 1.0190 1.0217 10.0 1.0031 1.0036 35.0 0.9875 0.985814.5 1.0187 1.0213 10.5 1.0028 1.0032 35.5 0.9872 0.985414.0 1.0184 1.0210 11.0 1.0025 1.0029 36.0 0.9869 0.985013.5 1.0180 1.0206 11.5 1.0022 1.0025 36.5 0.9865 0.984713.0 1.0177 1.0202 12.0 1.0019 1.0022 37.0 0

20、.9862 0.984312.5 1.0174 1.0199 12.5 1.0016 1.0018 37.5 0.9859 0.984012.0 1.0171 1.0195 13.0 1.0013 1.0014 38.0 0.9856 0.983611.5 1.0168 1.0192 13.5 1.0009 1.0011 38.5 0.9853 0.983311.0 1.0165 1.0188 14.0 1.0006 1.0007 39.0 0.9850 0.982910.5 1.0161 1.0184 14.5 1.0003 1.0004 39.5 0.9847 0.982610.0 1.0

21、158 1.0181 15.0 1.0000 1.0000 40.0 0.9844 0.98229.5 1.0155 1.0177 15.5 0.9997 0.9996 40.5 0.9841 0.98199.0 1.0152 1.0173 16.0 0.9994 0.9993 41.0 0.9837 0.98158.5 1.0149 1.0170 16.5 0.9991 0.9989 41.5 0.9834 0.98128.0 1.0145 1.0166 17.0 0.9987 0.9986 42.0 0.9831 0.98087.5 1.0142 1.0162 17.5 0.9984 0.

22、9982 42.5 0.9828 0.98057.0 1.0139 1.0159 18.0 0.9981 0.9979 43.0 0.9825 0.98016.5 1.0136 1.0155 18.5 0.9978 0.9975 43.5 0.9822 0.97976.0 1.0133 1.0152 19.0 0.9975 0.9971 44.0 0.9819 0.97945.5 1.0130 1.0148 19.5 0.9972 0.9968 44.5 0.9816 0.97905.0 1.0126 1.0144 20.0 0.9969 0.9964 45.0 0.9813 1.97874.

23、5 1.0123 1.0141 20.5 0.9965 0.9961 45.5 0.9809 0.97834.0 1.0120 1.0137 21.0 0.9962 0.9957 46.0 0.9806 0.97803.5 1.0117 1.0133 21.5 0.9959 0.9953 46.5 0.9803 0.97763.0 1.0114 1.0130 22.0 0.9956 0.9950 47.0 0.9800 0.97732.5 1.0111 1.0126 22.5 0.9953 0.9946 47.5 0.9797 0.97692.0 1.0107 1.0122 23.0 0.99

24、50 0.9943 48.0 0.9794 0.97661.5 1.0104 1.0119 23.5 0.9947 0.9939 48.5 0.9791 0.97621.0 1.0101 1.0115 24.0 0.9944 0.9936 49.0 0.9788 0.97590.5 1.0098 1.0112 24.5 0.9940 0.9932 49.5 0.9785 0.9755AUse column A factors for asphalts with density at 15C of 966 kg/m3or higher.BUse column B factors for asph

25、alts with density at 15C of 850 to 965 kg/m3.D431104e12TABLE 1 Volume Reduction to 15C (continued)ObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CAB AB AB50.0 0.9782 0.9752 75.0 0.9628 0.95

26、78 100.0 0.9476 0.940750.5 0.9779 0.9748 75.5 0.9625 0.9574 100.5 0.9473 0.940351.0 0.9775 0.9745 76.0 0.9622 0.9571 101.0 0.9470 0.940051.5 0.9772 0.9741 76.5 0.9619 0.9567 101.5 0.9467 0.939652.0 0.9769 0.9738 77.0 0.9616 0.9564 102.0 0.9464 0.939352.5 0.9766 0.9734 77.5 0.9613 0.9561 102.5 0.9461

27、 0.939053.0 0.9763 0.9731 78.0 0.9609 0.9557 103.0 0.9458 0.938653.5 0.9760 0.9727 78.5 0.9606 0.9554 103.5 0.9455 0.938354.0 0.9757 0.9724 79.0 0.9603 0.9550 104.0 0.9452 0.937954.5 0.9754 0.9720 79.5 0.9600 0.9547 104.5 0.9449 0.937655.0 0.9751 0.9717 80.0 0.9597 0.9543 105.0 0.9446 0.937355.5 0.9

28、748 0.9713 80.5 0.9594 0.9540 105.5 0.9443 0.936956.0 0.9745 0.9710 81.0 0.9591 0.9536 106.0 0.9440 0.936656.5 0.9741 0.9706 81.5 0.9588 0.9533 106.5 0.9437 0.936357.0 0.9738 0.9703 82.0 0.9585 0.9530 107.0 0.9434 0.935957.5 0.9735 0.9699 82.5 0.9582 0.9526 107.5 0.9431 0.935658.0 0.9732 0.9696 83.0

29、 0.9579 0.9523 108.0 0.9428 0.935258.5 0.9729 0.9692 83.5 0.9576 0.9519 108.5 0.9425 0.934959.0 0.9726 0.9689 84.0 0.9573 0.9516 109.0 0.9422 0.934659.5 0.9723 0.9685 84.5 0.9570 0.9512 109.5 0.9419 0.934260.0 0.9720 0.9682 85.0 0.9567 0.9509 110.0 0.9416 0.933960.5 0.9717 0.9678 85.5 0.9564 0.9506

30、110.5 0.9413 0.933561.0 0.9714 0.9675 86.0 0.9561 0.9502 111.0 0.9410 0.933261.5 0.9711 0.9671 86.5 0.9558 0.9499 111.5 0.9407 0.932962.0 0.9708 0.9668 87.0 0.9555 0.9495 112.0 0.9404 0.932562.5 0.9704 0.9664 87.5 0.9552 0.9492 112.5 0.9401 0.932263.0 0.9701 0.9661 88.0 0.9549 0.9488 113.0 0.9398 0.

31、931963.5 0.9698 0.9658 88.5 0.9546 0.9485 113.5 0.9395 0.931564.0 0.9695 0.9654 89.0 0.9542 0.9482 114.0 0.9392 0.931264.5 0.9692 0.9651 89.5 0.9539 0.9478 114.5 0.9389 0.930965.0 0.9689 0.9647 90.0 0.9536 0.9475 115.0 0.9386 0.930565.5 0.9686 0.9644 90.5 0.9533 0.9471 115.5 0.9383 0.930266.0 0.9683

32、 0.9640 91.0 0.9530 0.9468 116.0 0.9380 0.929866.5 0.9680 0.9637 91.5 0.9527 0.9464 116.5 0.9377 0.929567.0 0.9677 0.9633 92.0 0.9524 0.9461 117.0 0.9374 0.929267.5 0.9674 0.9630 92.5 0.9521 0.9458 117.5 0.9371 0.928868.0 0.9671 0.9626 93.0 0.9518 0.9454 118.0 0.9368 0.928568.5 0.9668 0.9623 93.5 0.

33、9515 0.9451 118.5 0.9365 0.928269.0 0.9665 0.9619 94.0 0.9512 0.9447 119.0 0.9362 0.927869.5 0.9661 0.9616 94.5 0.9509 0.9444 119.5 0.9359 0.927570.0 0.9658 0.9612 95.0 0.9506 0.9441 120.0 0.9356 0.927270.5 0.9655 0.9609 95.5 0.9503 0.9437 120.5 0.9353 0.926871.0 0.9652 0.9605 96.0 0.9500 0.9434 121

34、.0 0.9350 0.926571.5 0.9649 0.9602 96.5 0.9597 0.9430 121.5 0.9347 0.926272.0 0.9646 0.9599 97.0 0.9494 0.9427 122.0 0.9344 0.925872.5 0.9643 0.9595 97.5 0.9491 0.9424 122.5 0.9341 0.925573.0 0.9640 0.9592 98.0 0.9488 0.9420 123.0 0.9338 0.925173.5 0.9637 0.9588 98.5 0.9485 0.9417 123.5 0.9335 0.924

35、874.0 0.9634 0.9585 99.0 0.9482 0.9413 124.0 0.9332 0.924574.5 0.9631 0.9581 99.5 0.9479 0.9410 124.5 0.9329 0.9241AUse column A factors for asphalts with density at 15C of 966 kg/m3or higher.BUse column B factors for asphalts with density at 15C of 850 to 965 kg/m3.D431104e13TABLE 1 Volume Reductio

36、n to 15C (continued)ObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CAB AB AB125.0 0.9326 0.9238 150.0 0.9177 0.9072 175.0 0.9031 0.8909125.5 0.9323 0.9235 150.5 0.9174 0.9069 175.5 0.9028 0

37、.8906126.0 0.9320 0.9231 151.0 0.9171 0.9066 176.0 0.9025 0.8903126.5 0.9317 0.9228 151.5 0.9169 0.9063 176.5 0.9022 0.8900127.0 0.9314 0.9225 152.0 0.9166 0.9059 177.0 0.9019 0.8896127.5 0.9311 0.9221 152.5 0.9163 0.9056 177.5 0.9016 0.8893128.0 0.9308 0.9218 153.0 0.9160 0.9053 178.0 0.9013 0.8890

38、128.5 0.9305 0.9215 153.5 0.9157 0.9049 178.5 0.9010 0.8887129.0 0.9302 0.9211 154.0 0.9154 0.9046 179.0 0.9008 0.8884129.5 0.9299 0.9208 154.5 0.9151 0.9043 179.5 0.9005 0.8880130.0 0.9296 0.9205 155.0 0.9148 0.9040 180.0 0.9002 0.8877130.5 0.9293 0.9201 155.5 0.9145 0.9036 180.5 0.8999 0.8874131.0

39、 0.9290 0.9198 156.0 0.9142 0.9033 181.0 0.8996 0.8871131.5 0.9287 0.9195 156.5 0.9139 0.9030 181.5 0.8993 0.8867132.0 0.9284 0.9191 157.0 0.9136 0.9026 182.0 0.8990 0.8864132.5 0.9281 0.9188 157.5 0.9133 0.9023 182.5 0.8987 0.8861133.0 0.9278 0.9185 158.0 0.9130 0.9020 183.0 0.8984 0.8858133.5 0.92

40、75 0.9181 158.5 0.9127 0.9017 183.5 0.8981 0.8855134.0 0.9272 0.9178 159.0 0.9124 0.9013 184.0 0.8979 0.8851134.5 0.9269 0.9175 159.5 0.9121 0.9010 184.5 0.8976 0.8848135.0 0.9266 0.9171 160.0 0.9119 0.9007 185.0 0.8973 0.8845135.5 0.9263 0.9168 160.5 0.9116 0.9004 185.5 0.8970 0.8842136.0 0.9260 0.

41、9165 161.0 0.9113 0.9000 186.0 0.8967 0.8839136.5 0.9257 0.9162 161.5 0.9110 0.8997 186.5 0.8964 0.8835137.0 0.9254 0.9158 162.0 0.9107 0.8994 187.0 0.8961 0.8832137.5 0.9251 0.9155 162.5 0.9104 0.8991 187.5 0.8958 0.8829138.0 0.9248 0.9152 163.0 0.9101 0.8987 188.0 0.8955 0.8826138.5 0.9245 0.9148

42、163.5 0.9098 0.8984 188.5 0.8952 0.8823139.0 0.9242 0.9145 164.0 0.9095 0.8981 189.0 0.8950 0.8819139.5 0.9239 0.9142 164.5 0.9092 0.8977 189.5 0.8947 0.8816140.0 0.9236 0.9138 165.0 0.9089 0.8974 190.0 0.8944 0.8813140.5 0.9234 0.9135 165.5 0.9086 0.8971 190.5 0.8941 0.8810141.0 0.9231 0.9132 166.0

43、 0.9083 0.8968 191.0 0.8938 0.8807141.5 0.9228 0.9128 166.5 0.9080 0.8964 191.5 0.8935 0.8803142.0 0.9225 0.9125 167.0 0.9078 0.8961 192.0 0.8932 0.8800142.5 0.9222 0.9122 167.5 0.9075 0.8958 192.5 0.8929 0.8797143.0 0.9219 0.9118 168.0 0.9072 0.8955 193.0 0.8926 0.8794143.5 0.9216 0.9115 168.5 0.90

44、69 0.8951 193.5 0.8924 0.8791144.0 0.9213 0.9112 169.0 0.9066 0.8948 194.0 0.8921 0.8787144.5 0.9210 0.9109 169.5 0.9063 0.8945 194.5 0.8918 0.8784145.0 0.9207 0.9105 170.0 0.9060 0.8942 195.0 0.8915 0.8781145.5 0.9204 0.9102 170.5 0.9057 0.8939 195.5 0.8912 0.8778146.0 0.9201 0.9099 171.0 0.9054 0.

45、8935 196.0 0.8909 0.8775146.5 0.9198 0.9095 171.5 0.9051 0.8932 196.5 0.8906 0.8771147.0 0.9195 0.9092 172.0 0.9048 0.8929 197.0 0.8903 0.8768147.5 0.9192 0.9089 172.5 0.9045 0.8926 197.5 0.8901 0.8765148.0 0.9189 0.9086 173.0 0.9042 0.8922 198.0 0.8898 0.8762148.5 0.9186 0.9082 173.5 0.9040 0.8919

46、198.5 0.8895 0.8759149.0 0.9183 0.9079 174.0 0.9037 0.8916 199.0 0.8892 0.8755149.5 0.9180 0.9076 174.5 0.9034 0.8913 199.5 0.8889 0.8752AUse column A factors for asphalts with density at 15C of 966 kg/m3or higher.BUse column B factors for asphalts with density at 15C of 850 to 965 kg/m3.D431104e14T

47、ABLE 1 Volume Reduction to 15C (continued)ObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CObservedTemperature,CVolume CorrectionA,BFactor to15CAB AB AB200.0 0.8886 0.8749 225.0 0.8743 0.8592 250.0 0.8602 0.8437200.5 0.8883 0.8746 225.5 0.8740

48、 0.8589 250.5 0.8599 0.8434201.0 0.8880 0.8743 226.0 0.8738 0.8585 251.0 0.8597 0.8431201.5 0.8878 0.8740 226.5 0.8735 0.8582 251.5 0.8594 0.8438202.0 0.8875 0.8736 227.0 0.8732 0.8579 252.0 0.8591 0.8425202.5 0.8872 0.8733 227.5 0.8729 0.8576 252.5 0.8588 0.8422203.0 0.8869 0.8730 228.0 0.8726 0.85

49、73 253.0 0.8585 0.8419203.5 0.8866 0.8727 228.5 0.8723 0.8570 253.5 0.8583 0.8415204.0 0.8863 0.8724 229.0 0.8721 0.8567 254.0 0.8580 0.8412204.5 0.8860 0.8721 229.5 0.8718 0.8564 254.5 0.8577 0.8409205.0 0.8857 0.8717 230.0 0.8715 0.8560 255.0 0.8574 0.8406205.5 0.8855 0.8714 230.5 0.8712 0.8557 255.5 0.8571 0.8403206.0 0.8852 0.8711 231.0 0.8709 0.8554 256.0 0.8569 0.8400206.5 0.8849 0.8708 231.5 0.8706 0.8551 256.5 0.8566 0.8397207.0 0.8846 0.8705 232.0 0.870