第二篇04直線曲線及轉(zhuǎn)角表

1、直線曲線及轉(zhuǎn)角表S-4第 1 頁共 12 頁廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc2起點坐標：JD0K0+000.000X=537717.736045.50745332”29.40910.000Y=2641396.3520JD1K0+045.507右392158”16.09745.00030.91830.9182.

2、793K0+019.409 K0+029.409 K0+029.409 K0+044.868 K0+060.327 K0+060.327 K0+070.32710.00069.64354133”42.07010.000JD2K0+113.873左594139”11.47620.00020.83720.8373.059K0+092.398 K0+102.398 K0+102.398 K0+112.816 K0+123.235 K0+121.256 K0+131.25610.00035.25616.043652312”10.000JD3K0+147.015右241536”7.73736.00015

3、.24315.2430.822K0+131.256 K0+141.256 K0+139.278 K0+146.899 K0+154.521 K0+152.103 K0+162.10310.00034.35641736”15.16410.000JD4K0+181.139左593616”11.45520.00020.80620.8063.048K0+162.103 K0+172.103 K0+169.684 K0+180.087 K0+190.490 K0+188.279 K0+198.27910.00035.27915.5781004352”10.000JD5K0+214.314右573558”

4、8.24615.00015.08015.0802.117K0+198.279 K0+208.279 K0+206.068 K0+213.608 K0+221.147 K0+221.147 K0+231.14710.00049.36443754”31.48310.000JD6K0+262.265右512643”9.63520.00017.95817.9582.200K0+242.630 K0+252.630 K0+252.630 K0+261.609 K0+270.588 K0+269.738 K0+279.73810.00038.78618.3003514111”10.000JD7K0+299

5、.738左714535”10.85015.00018.78718.7873.513K0+279.738 K0+289.738 K0+288.888 K0+298.281 K0+307.675 K0+307.675 K0+317.67510.00050.720632646”30.18910.000JD8K0+347.545左654035”9.68115.00017.19417.1942.853K0+327.864 K0+337.864 K0+337.864 K0+346.461 K0+355.058 K0+355.058 K0+365.05810.00060.102129721”32.88910

6、.000JD9K0+405.479右98544”17.53215.00025.89225.8928.073K0+377.947 K0+387.947 K0+387.947 K0+400.893 K0+413.839 K0+413.839 K0+423.83910.00050.113301317”23.16510.000JD10K0+446.420左502522”9.41620.00017.60117.6012.106K0+427.004 K0+437.004 K0+437.004 K0+445.804 K0+454.605 K0+452.591 K0+462.59110.00037.73280

7、3838”15.97310.000JD11K0+482.920右78540”12.34315.00020.65620.6564.426K0+462.591 K0+472.591 K0+470.577 K0+480.905 K0+491.233 K0+491.233 K0+501.23310.00048.17114438”23.07510.000JD12K0+527.062左19181”12.75375.00025.26425.2641.077K0+504.309 K0+514.309 K0+514.309 K0+526.941 K0+539.573 K0+539.573 K0+549.5731

8、0.00071.53121239”34.89410.000JD13K0+598.351左614059”23.88440.00043.06343.0636.588K0+564.467 K0+574.467 K0+574.467 K0+595.998 K0+617.530 K0+617.530 K0+627.53010.000121.194824339”83.13910.000JD14K0+714.839右703825”14.17120.00024.65824.6584.512K0+690.668 K0+700.668 K0+700.668 K0+712.997 K0+725.326 K0+725

9、.326 K0+735.32610.000編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 2 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD14K0+714.839右703825”14.17120.00024.65824.6584.512K0+690.668 K0+700.668 K0+700.668

10、K0+712.997 K0+725.326 K0+725.326 K0+735.32610.00090.67812514”59.91610.000JD15K0+801.833左792115”16.59120.00027.70027.7005.986K0+775.242 K0+785.242 K0+785.242 K0+799.092 K0+812.942 K0+812.942 K0+822.94210.00078.36748.336912628”10.000JD16K0+874.718左674812”13.44020.00023.66823.6684.097K0+851.278 K0+861.

11、278 K0+861.278 K0+873.112 K0+884.946 K0+884.396 K0+894.39610.00048.43118.9011591440”10.000JD17K0+919.937右94051”16.09015.00024.61324.6136.997K0+894.396 K0+904.396 K0+903.847 K0+916.153 K0+928.460 K0+928.460 K0+938.46010.00056.882651349”30.05210.000JD18K0+969.253左30336”10.74040.00020.98620.9861.417K0+

12、948.512 K0+958.512 K0+958.512 K0+969.005 K0+979.498 K0+977.163 K0+987.16310.00038.133951725”15.32910.000JD19K1+006.891右773657”12.06415.00020.32020.3204.249K0+987.163 K0+997.163 K0+994.827 K1+004.987 K1+015.147 K1+005.147 K1+015.14710.00028.260174028”0.00110.000JD20K1+031.343右564331”16.19630.00029.70

13、129.7014.093K1+015.147 K1+025.147 K1+015.148 K1+029.998 K1+044.849 K1+044.849 K1+054.84910.00074.36138.7803205658”10.000JD21K1+103.014左654421”19.38530.00034.42134.4215.718K1+073.629 K1+083.629 K1+083.629 K1+100.840 K1+118.050 K1+118.050 K1+128.05010.00069.299264119”30.82510.000JD22K1+167.964左871942”

14、19.08820.00030.48330.4837.647K1+138.875 K1+148.875 K1+148.875 K1+164.117 K1+179.359 K1+179.359 K1+189.35910.00073.60911410”35.74210.000JD23K1+233.879右64513”18.77830.00033.55633.5565.392K1+205.101 K1+215.101 K1+215.101 K1+231.879 K1+248.657 K1+248.657 K1+258.65710.000103.888495548”40.91810.000JD24K1+

15、333.767左643148”44.19270.00078.83878.83812.783K1+279.575 K1+289.575 K1+289.575 K1+328.994 K1+368.413 K1+368.413 K1+378.41310.000203.801116.2021142736”10.000JD25K1+528.021右60712”43.40675.00078.69778.69711.655K1+474.615 K1+484.615 K1+484.615 K1+523.964 K1+563.312 K1+563.312 K1+573.31210.00091.913542023

16、”40.32610.000JD26K1+611.819左165515”8.18155.00016.24316.2430.605K1+593.638 K1+603.638 K1+603.638 K1+611.759 K1+619.881 K1+617.733 K1+627.73310.00032.901711538”15.70510.000JD27K1+644.601右18371”9.01555.00017.87117.8710.734K1+627.733 K1+637.733 K1+635.586 K1+644.521 K1+653.457 K1+653.457 K1+663.45710.00

17、054.726523836”35.37810.000JD28K1+699.167左28588”10.33340.00020.22420.2241.313K1+678.834 K1+688.834 K1+688.834 K1+698.946 K1+709.058 K1+708.754 K1+718.75410.000編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 3 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩

18、和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD28K1+699.167左28588”10.33340.00020.22420.2241.313K1+678.834 K1+688.834 K1+688.834 K1+698.946 K1+709.058 K1+708.754 K1+718.75410.00041.509813644”19.39210.000JD29K1+740.234右292059”11.78445.00023.05123.0511.517K1+718.754 K1+728.754 K1+728.450 K1+739

19、.976 K1+751.501 K1+749.472 K1+759.47210.00038.29315.942521545”10.000JD30K1+778.010左235158”10.56750.00020.82720.8271.104K1+759.472 K1+769.472 K1+767.443 K1+777.856 K1+788.270 K1+788.270 K1+798.27010.000143.74276743”115.94310.000JD31K1+921.445左812948”17.23220.00028.44828.4486.400K1+894.213 K1+904.213

20、K1+904.213 K1+918.437 K1+932.661 K1+931.858 K1+941.85810.00060.38418.3931573731”10.000JD32K1+975.813右102816”24.75920.00035.65335.65311.828K1+941.858 K1+951.858 K1+951.054 K1+968.881 K1+986.707 K1+986.707 K1+996.70710.00069.875552915”32.36610.000JD33K2+031.823右352130”12.75040.00024.68524.6851.983K2+0

21、09.073 K2+019.073 K2+019.073 K2+031.416 K2+043.758 K2+042.888 K2+052.88810.00075.08620745”18.26010.000JD34K2+106.095左95338”44.07740.00066.70866.70819.521K2+052.888 K2+062.888 K2+062.018 K2+095.372 K2+128.726 K2+128.726 K2+138.72610.000121.85754.5641154053”10.000JD35K2+206.506右543449”23.21645.00042.8

22、6742.8675.636K2+173.290 K2+183.290 K2+183.290 K2+204.724 K2+226.157 K2+226.157 K2+236.15710.00086.5966164”45.87410.000JD36K2+289.537右603149”17.50630.00031.69431.6944.734K2+262.031 K2+272.031 K2+272.031 K2+287.878 K2+303.725 K2+293.725 K2+303.72510.00055.51203415”0.00110.000JD37K2+341.730右1365524”38.

23、00515.00035.84635.84625.858K2+303.725 K2+313.725 K2+303.725 K2+321.649 K2+339.572 K2+339.572 K2+349.57210.000101.28842.1792233851”10.000JD38K2+402.855左802020”21.10425.00035.05435.0547.717K2+371.751 K2+381.751 K2+381.751 K2+399.278 K2+416.805 K2+406.805 K2+416.80510.00042.7950.0003035911”10.000JD39K2

24、+438.496左443058”21.69152.99841.17741.1774.267K2+416.805 K2+426.805 K2+416.805 K2+437.394 K2+457.982 K2+457.982 K2+467.98210.00086.697348309”30.60810.000JD40K2+522.988左46320”34.39880.00064.97364.9737.082K2+478.590 K2+488.590 K2+488.590 K2+521.076 K2+553.563 K2+553.563 K2+563.56310.000126.4463529”68.4

25、4610.000JD41K2+645.61095.00046.26646.2662.888右275414”23.602K2+612.009 K2+622.009 K2+622.009 K2+645.142 K2+668.275 K2+668.275 K2+678.27510.000216.8457755”61.50010.000JD42K2+861.518左1642623”131.74318.00051.66051.660114.967K2+719.775 K2+729.775 K2+729.775 K2+755.605 K2+781.435 K2+781.435 K2+791.43510.0

26、00編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 4 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD42K2+861.518左1642623”131.74318.00051.66051.660114.967K2+719.775 K2+729.775 K2+729.775 K2+755.605 K2+7

27、81.435 K2+781.435 K2+791.43510.000263.3101713418”68.25710.000JD43K2+913.002右882926”63.31065.000100.389100.38925.736K2+839.692 K2+849.692 K2+849.692 K2+899.887 K2+950.081 K2+950.081 K2+960.08110.000137.78583452”54.914JD44K3+024.557左72742”19.562300.00039.06939.0690.637K3+004.995 K3+024.529 K3+044.0649

28、9.01857.511903234”JD45K3+123.520左8224”21.945300.00043.81343.8130.802K3+101.575 K3+123.481 K3+145.388148.589985438”82.76110.000JD46K3+272.031左26037”43.883190.00086.25486.2545.002K3+218.148 K3+228.148 K3+228.148 K3+271.275 K3+314.402 K3+314.402 K3+324.40210.000148.41692.9251245515”10.000JD47K3+418.935

29、右364148”11.60835.00022.41722.4171.875K3+397.327 K3+407.327 K3+407.327 K3+418.536 K3+429.744 K3+429.744 K3+439.74410.00044.757881327”23.30310.000JD48K3+462.894左183820”9.84660.00019.51919.5190.803K3+443.047 K3+453.047 K3+453.047 K3+462.807 K3+472.566 K3+472.566 K3+482.56610.00066.38339.5501065147”10.0

30、00JD49K3+529.103左74627”16.987250.00033.92133.9210.576K3+502.116 K3+512.116 K3+512.116 K3+529.077 K3+546.038 K3+546.038 K3+556.03810.000121.79591.7321143815”10.000JD50K3+650.846右405820”13.07635.00025.02825.0282.363K3+627.769 K3+637.769 K3+637.769 K3+650.284 K3+662.798 K3+662.593 K3+672.59310.00045.57

31、9733955”19.59010.000JD51K3+695.300左354653”12.91240.00024.98024.9802.033K3+672.593 K3+682.593 K3+682.388 K3+694.878 K3+707.368 K3+705.266 K3+715.26610.00043.19815.7961092648”10.000JD52K3+737.654右215212”14.49075.00028.62828.6281.387K3+715.266 K3+725.266 K3+723.164 K3+737.478 K3+751.791 K3+751.791 K3+7

32、61.79110.00068.280873436”33.64810.000JD53K3+805.581左224634”20.142100.00039.75239.7522.008K3+775.439 K3+785.439 K3+785.439 K3+805.315 K3+825.191 K3+825.191 K3+835.19110.00078.94843.8261102110”10.000JD54K3+883.997右17219”14.979100.00029.73829.7381.116K3+859.018 K3+869.018 K3+869.018 K3+883.887 K3+898.7

33、56 K3+898.756 K3+908.75610.00086.574931851”57.80110.000JD55K3+970.350右103028”13.793150.00027.50927.5090.633K3+946.556 K3+956.556 K3+956.556 K3+970.311 K3+984.066 K3+984.066 K3+994.06610.00075.578824823”48.223JD56K4+045.850左51036”13.561300.00027.10427.1040.306K4+032.289 K4+045.841 K4+059.393編制:復核:直線曲

34、線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 5 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc2JD56K4+045.850左51036”13.561300.00027.10427.1040.306K4+032.289 K4+045.841 K4+059.39394.101875859”42.10310.000JD57K4+139.9

35、33右252850”38.437170.00075.60275.6024.291K4+091.496 K4+101.496 K4+101.496 K4+139.298 K4+177.099 K4+176.055 K4+186.05510.00066.00462309”17.912JD58K4+204.667左165357”9.65665.00019.17219.1720.713K4+195.011 K4+204.596 K4+214.182 K4+214.182 K4+224.18210.00048.55379246”30.31310.000JD59K4+253.080左8111”8.5851

36、20.00017.14017.1400.307K4+234.495 K4+244.495 K4+244.495 K4+253.065 K4+261.635 K4+261.635 K4+271.63510.00055.66087357”33.45910.000JD60K4+308.711右74724”13.617200.00027.19227.1920.463K4+285.094 K4+295.094 K4+295.094 K4+308.690 K4+322.286 K4+322.286 K4+332.28610.00053.487794743”26.67810.000JD61K4+362.15

37、6左1038”13.192150.00026.31726.3170.579K4+338.964 K4+348.964 K4+348.964 K4+362.122 K4+375.281 K4+375.281 K4+385.28110.00082.023895052”48.50310.000JD62K4+444.112右322311”20.32870.00039.56739.5672.892K4+413.784 K4+423.784 K4+423.784 K4+443.567 K4+463.351 K4+463.351 K4+473.35110.00077.326572741”42.04910.0

38、00JD63K4+520.349右195657”14.94985.00029.59529.5951.305K4+495.400 K4+505.400 K4+505.400 K4+520.198 K4+534.995 K4+534.995 K4+544.99510.00057.231373045”30.74010.000JD64K4+577.278右321131”11.54240.00022.47422.4741.632K4+555.735 K4+565.735 K4+565.735 K4+576.972 K4+588.210 K4+586.486 K4+596.48610.00039.6335

39、1914”16.55310.000JD65K4+616.300左18439”11.53870.00022.87022.8700.944K4+596.486 K4+606.486 K4+604.762 K4+616.197 K4+627.632 K4+627.632 K4+637.63210.00063.14224223”39.42210.000JD66K4+679.236右104226”12.182130.00024.29424.2940.570K4+657.054 K4+667.054 K4+667.054 K4+679.201 K4+691.347 K4+691.347 K4+701.34

40、710.000153.056131957”116.57210.000JD67K4+832.221右27194”24.301100.00047.67847.6782.910K4+797.920 K4+807.920 K4+807.920 K4+831.759 K4+855.598 K4+855.598 K4+865.59810.00079.410346053”44.40810.000JD68K4+910.707左17230”10.70170.00021.23821.2380.813K4+890.006 K4+900.006 K4+900.006 K4+910.625 K4+921.243 K4+

41、921.243 K4+931.24310.00050.54632353”30.39110.000JD69K4+961.08825.00018.07618.0761.728左412538”9.453K4+941.635 K4+951.635 K4+951.635 K4+960.673 K4+969.711 K4+969.711 K4+979.71110.00098.992444931”66.44310.000JD70K5+059.249左341350”23.09575.00044.80844.8083.475K5+026.154 K5+036.154 K5+036.154 K5+058.558

42、K5+080.962 K5+080.962 K5+090.96210.000編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 6 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD70K5+059.249左341350”23.09575.00044.80844.8083.475K5+026.154 K5+03

43、6.154 K5+036.154 K5+058.558 K5+080.962 K5+080.962 K5+090.96210.00061.81679321”25.62110.000JD71K5+119.683右55957”13.100250.00026.17626.1760.343K5+096.583 K5+106.583 K5+106.583 K5+119.671 K5+132.759 K5+132.759 K5+142.75910.000109.45273324”74.38210.000JD72K5+229.111右52244”21.97045.00040.87740.8775.077K5

44、+197.141 K5+207.141 K5+207.141 K5+227.579 K5+248.018 K5+247.504 K5+257.50410.00052.49221040”18.97310.000JD73K5+278.540左652217”11.54918.00020.53720.5373.387K5+257.504 K5+267.504 K5+266.990 K5+277.259 K5+287.527 K5+287.527 K5+297.52710.00072.432862257”39.86110.000JD74K5+348.410右615847”21.02235.00037.8

45、6137.8615.828K5+317.388 K5+327.388 K5+327.388 K5+346.319 K5+365.250 K5+365.250 K5+375.25010.00056.861242410”23.65510.000JD75K5+401.089左14373”12.18595.00024.23724.2370.778K5+378.904 K5+388.904 K5+388.904 K5+401.023 K5+413.141 K5+413.141 K5+423.14110.00054.43039113”30.37610.000JD76K5+455.387左612238”11

46、.87020.00021.42521.4253.257K5+433.517 K5+443.517 K5+443.517 K5+454.229 K5+464.941 K5+464.941 K5+474.94110.00058.98926.1711002351”10.000JD77K5+512.060右331913”20.94870.00040.70840.7083.067K5+481.112 K5+491.112 K5+491.112 K5+511.467 K5+531.821 K5+531.821 K5+541.82110.000106.12667438”72.42910.000JD78K5+

47、616.999左71742”12.749200.00025.46425.4640.406K5+594.249 K5+604.249 K5+604.249 K5+616.981 K5+629.713 K5+629.713 K5+639.71310.00063.462742219”33.10410.000JD79K5+680.426左232429”17.60985.00034.72734.7271.805K5+652.817 K5+662.817 K5+662.817 K5+680.181 K5+697.544 K5+697.544 K5+707.54410.000111.500974648”81

48、.08710.000JD80K5+791.435右204353”12.80470.00025.32825.3281.161K5+768.631 K5+778.631 K5+778.631 K5+791.295 K5+803.960 K5+803.960 K5+813.96010.000138.66077255”112.05310.000JD81K5+929.816左15434”13.803100.00027.43327.4330.948K5+906.013 K5+916.013 K5+916.013 K5+929.729 K5+943.446 K5+943.446 K5+953.44610.0

49、0079.973924559”47.57910.000JD82K6+009.616左131520”18.591160.00037.01637.0161.076K5+981.025 K5+991.025 K5+991.025 K6+009.533 K6+028.041 K6+028.041 K6+038.04110.00082.350106119”48.86910.000JD83K6+091.799左222729”14.89075.00029.39729.3971.464K6+066.910 K6+076.910 K6+076.910 K6+091.608 K6+106.307 K6+106.3

50、07 K6+116.30710.00053.2801282848”30.01410.000JD84K6+144.697右133847”8.37670.00016.67216.6720.499K6+126.322 K6+136.322 K6+136.322 K6+144.658 K6+152.994 K6+152.994 K6+162.99410.000編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 7 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第

51、二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD84K6+144.697右133847”8.37670.00016.67216.6720.499K6+126.322 K6+136.322 K6+136.322 K6+144.658 K6+152.994 K6+152.994 K6+162.99410.00057.116114501”30.64310.000JD85K6+201.734右1125423”18.09812.00023.64723.6479.715K6+173.637 K6+183.6

52、37 K6+183.637 K6+195.460 K6+207.284 K6+202.284 K6+212.28410.00027.53515538”0.00010.000JD86K6+216.720右345510”9.43730.00318.28618.2861.449K6+202.284 K6+212.284 K6+207.284 K6+216.426 K6+225.569 K6+225.569 K6+235.56910.000142.25947.186327028”10.000左1741435”198.88310.00032.42132.421209.134K6+262.756 K6+2

53、72.756 K6+272.756 K6+288.966 K6+305.176 K6+305.176 K6+315.176JD87_XJ10.00067.1371524553”JD87K6+283.270左925237”10.51421.03159535”JD88左925248”71.33250.0021524553”10.000JD89K6+365.994右464717”10.81525.00020.41520.4152.239K6+345.179 K6+355.179 K6+355.179 K6+365.386 K6+375.594 K6+375.056 K6+385.05610.0004

54、0.03318.9241055836”10.000JD90K6+404.812左375239”10.29430.00019.83319.8331.717K6+385.056 K6+395.056 K6+394.518 K6+404.434 K6+414.350 K6+412.165 K6+422.16510.00035.56215.6291435115”10.000JD91K6+439.619右512755”9.63920.00017.96517.9652.202K6+422.165 K6+432.165 K6+429.979 K6+438.962 K6+447.944 K6+447.944

55、K6+457.94410.00050.331922320”24.19210.000JD92K6+488.635左665054”16.50025.00029.16829.1684.954K6+462.136 K6+472.136 K6+472.136 K6+486.720 K6+501.304 K6+498.818 K6+508.81810.00040.95715.0281591415”10.000JD93K6+525.761右411951”9.42925.00018.03418.0341.719K6+508.818 K6+518.818 K6+516.332 K6+525.348 K6+534

56、.365 K6+533.760 K6+543.76010.00037.62518.7891175424”10.000JD94K6+562.561左502253”9.40720.00017.58617.5862.102K6+543.760 K6+553.760 K6+553.154 K6+561.947 K6+570.741 K6+568.946 K6+578.94610.00035.49916.4111681717”10.000JD95K6+596.832右563233”9.68018.00017.76317.7632.438K6+578.946 K6+588.946 K6+587.152 K

57、6+596.034 K6+604.915 K6+604.915 K6+614.91510.00049.5571114444”25.99310.000JD96K6+644.791左114437”13.884135.00027.67027.6700.712K6+620.908 K6+630.908 K6+630.908 K6+644.743 K6+658.578 K6+658.578 K6+668.57810.00086.1201232921”57.86310.000JD97K6+730.814右265633”14.37360.00028.21428.2141.697K6+706.441 K6+7

58、16.441 K6+716.441 K6+730.548 K6+744.655 K6+744.655 K6+754.65510.000編制:復核:直線曲線及轉(zhuǎn)角表S-4廣南縣板蚌鄉(xiāng)大坪村至壩包村路面改造工程第 8 頁共 12頁曲 線 要 素 值(m)曲 線 主 點 位 置交點號曲線間直線長 (m)切線長度交點間距 (m)計算方位角 ()轉(zhuǎn)角 ()和段長度第一加 第一加第二加 第二加交點位置備注Lc1曲線總長外距寬緩和段起 寬緩和圓曲線起點 圓曲線中點 圓曲線終點 寬緩和段起寬緩和段終點TRyLy點點點Lc210.000JD97K6+730.814右265633”14.37360.00028.2

59、1428.2141.697K6+706.441 K6+716.441 K6+716.441 K6+730.548 K6+744.655 K6+744.655 K6+754.65510.000123.998963248”96.10410.000JD98K6+854.280右19118”13.52180.00026.78826.7881.135K6+830.759 K6+840.759 K6+840.759 K6+854.153 K6+867.547 K6+867.547 K6+877.54710.00042.99220.081772139”10.000JD99K6+897.018左501758”

60、9.39020.00017.55817.5582.095K6+877.629 K6+887.629 K6+887.629 K6+896.407 K6+905.186 K6+905.186 K6+915.18610.00039.46520.8621273937”10.000JD100K6+935.261右84649”9.213120.00018.39018.3900.353K6+916.048 K6+926.048 K6+926.048 K6+935.243 K6+944.438 K6+944.438 K6+954.43810.00093.04069.4831185248”10.000JD101