道路工程計(jì)算表格豎曲線超高改正值.xls

《道路工程計(jì)算表格豎曲線超高改正值.xls》由會(huì)員上傳分享，免費(fèi)在線閱讀，更多相關(guān)內(nèi)容在行業(yè)資料-天天文庫(kù)。

凹型豎曲線------小樁號(hào)（變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE416.922240.648150002.374%3.200%61.950123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128凹型豎曲線------大變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630002.439%-2.58%75.23150.450.943凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE5200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.170 5200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.170凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE4100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.398%0.00%83.880167.760.2934100134.393120001.40%0.00%83.880167.760.2934100134.393120001.40%0.00%83.880167.760.2934100134.393120001.40%0.00%83.880167.760.2934100134.393120001.40%0.00%83.880167.760.293凸型豎曲線-----后變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630001.398%-2.576%59.610119.220.592 55530.4426630001.40%-2.58%59.610119.220.59255530.4426630001.40%-2.58%59.610119.220.59255530.4426630001.40%-2.58%59.610119.220.59255530.4426630001.40%-2.58%59.610119.220.59255530.4426630001.40%-2.58%59.610119.220.59255530.4426630001.40%-2.58%59.610119.220.592 凹型豎曲線------小樁號(hào)（前坡）前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程354.970478.870-79.970275.000416.9200.0002237.279354.970478.870-78.970276.000416.9200.2082237.303354.970478.870-77.970277.000416.9200.2032237.326354.970478.870-76.970278.000416.9200.1972237.350354.970478.870-75.970279.000416.9200.1922237.374354.970478.870-74.970280.000416.9200.1872237.398354.970478.870-73.970281.000416.9200.1822237.421354.970478.870-72.970282.000416.9200.1772237.445354.970478.870-71.970283.000416.9200.1732237.469354.970478.870-70.970284.000416.9200.1682237.492凹型豎曲線------大樁號(hào)（后坡）后坡豎曲線起點(diǎn)豎曲線終點(diǎn)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程123986.805124218.255104.505124113.750124102.5300.3642240.879123986.805124218.25589.505124128.750124102.5300.2672240.997123986.805124218.25574.505124143.750124102.5300.1852241.115123986.805124218.25559.505124158.750124102.5300.1182241.234123986.805124218.25544.505124173.750124102.5300.0662241.352123986.805124218.25535.505124182.750124102.5300.0422241.423123986.805124218.25525.785124192.470124102.5300.0222241.500凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55455.21555605.6655.47555460.69055530.4400.005264.299凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程5117.6005282.40057.60050605200.000134.3935117.6005282.40017.60051005200.000134.3935117.6005282.4007.60051105200.000134.3935117.6005282.4004.0405113.565200.000134.3935117.6005282.40022.40051405200.0000.013134.3935117.6005282.40032.40051505200.0000.026134.3935117.6005282.40039.40051575200.0000.039134.3935117.6005282.40044.40051625200.0000.049134.3935117.6005282.40067.40051855200.0000.114134.3935117.6005282.40075.40051935200.0000.142134.3935117.6005282.40081.40051995200.0000.166134.3935117.6005282.40082.40052005200.0000.170134.3935117.6005282.40050320.62755438.2275200.00063304.138134.393 5117.6005282.40050329.84155447.4415200.00063327.322134.3935117.6005282.40050337.10055454.7005200.00063345.591134.3935117.6005282.40050329.55055447.1505200.00063326.590134.3935117.6005282.40050322.35055439.9505200.00063308.473134.3935117.6005282.40050315.40055433.0005200.00063290.987134.3935117.6005282.40050308.80055426.4005200.00063274.384134.3935117.6005282.40050302.35055419.9505200.00063258.160134.3935117.6005282.40050296.15055413.7505200.00063242.568134.3935117.6005282.40050290.10055407.7005200.00063227.354134.3935117.6005282.40050338.90055456.5005200.00063350.121134.393凸型豎曲線-----后坡后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程4016.1204183.880183.88040004100.0001.409134.3934016.1204183.880133.88040504100.0000.747134.3934016.1204183.88090.88040934100.0000.344134.3934016.1204183.88083.88041004100.0000.293134.3934016.1204183.88081.1204102.764100.0000.274134.3934016.1204183.88076.3804107.54100.0000.243134.3934016.1204183.88072.88041114100.0000.221134.3934016.1204183.88053.88041304100.0000.121134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88012.88041714100.0000.007134.3934016.1204183.88080.3204103.564100.0000.269134.3934016.1204183.88077.4404106.444100.0000.250134.3934016.1204183.88074.0174109.8634100.0000.228134.3934016.1204183.88078.1064105.7744100.0000.254134.3934016.1204183.8803.88041804100.0000.001134.3934016.1204183.8803.88041804100.0000.001134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.3934016.1204183.88033.88041504100.0000.048134.393凸型豎曲線-----后坡-----直坡上后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55470.83055590.05055611.73055530.4400.000263.906 55470.83055590.05055606.93055530.440264.03055470.83055590.05055611.7355530.440263.90655470.83055590.05055626.7355530.440263.52055470.83055590.05055641.7355530.440263.13355470.83055590.05055653.7355530.440262.82455470.83055590.05055665.155530.440262.531 凹型豎曲線------小樁號(hào)（前坡）改正后高程樁號(hào)外邊緣標(biāo)高2237.279275.0002237.0942237.510276.0002237.3252237.529277.0002237.3442237.548278.0002237.3632237.566279.0002237.3812237.585280.0002237.4002237.604281.0002237.4192237.622282.0002237.4372237.641283.0002237.4562237.660284.0002237.475凹型豎曲線------大樁號(hào)（后坡）改正后高程樁號(hào)2241.243124113.7502241.0582241.264124128.7502241.0792241.300124143.7502241.1152241.352124158.7502241.1672241.418124173.7502241.2332241.465124182.7502241.2802241.522124192.4702241.337凸型豎曲線-----前坡55419.95055426.400改正后高程樁號(hào)55447.150264.29455460.69055454.700155439.950凸型豎曲線-----前坡55433.00055413.750改正后高程樁號(hào)134.3935060.000134.578134.3935100.000134.578134.28850356.500134.3935110.000134.578134.28850346.500134.3935113.560134.578134.28850342.940134.3805140.000134.565134.27550316.500134.3675150.000134.552134.26250306.500134.3545157.000134.539134.24950299.500134.3445162.000134.529134.23950294.500134.2795185.000134.464134.17450271.500134.2515193.000134.436134.146134.2275199.000134.412134.122134.2235200.000134.408134.118-63169.74555438.227#########(63169.850) -63192.92955447.441#########(63193.034)-63211.19855454.700#########(63211.303)1.800-63192.19755447.150#########(63192.302)9.350-63174.08055439.950#########(63174.185)16.550-63156.59455433.000#########(63156.699)23.500-63139.99155426.400#########(63140.096)30.100-63123.76755419.950#########(63123.872)36.550-63108.17555413.750#########(63108.280)42.750-63092.96155407.700#########(63093.066)48.800-63215.72855456.500#########(63215.833)0.000凸型豎曲線-----后坡改正后高程樁號(hào)路面邊沿高程132.9844000.000132.849133.6464050.000133.511134.0494093.000133.914134.1004100.000133.965134.1194102.760133.984134.1504107.500134.045134.1724111.000134.067134.2724130.000134.167134.3454150.000134.240134.3864171.000134.281134.1244103.560134.019134.1434106.440134.038134.1654109.863134.030134.1394105.774134.034134.3924180.000134.287134.3924180.000134.287134.3454150.000134.240134.3454150.000134.240134.3454150.000134.240134.3454150.000134.240134.3454150.000134.240134.3454150.000134.240134.3454150.000134.240凸型豎曲線-----后坡-----直坡上改正后高程樁號(hào)263.90655611.730264.091 264.03055606.930264.215263.90655611.730264.091263.52055626.730263.705263.13355641.730263.318262.82455653.730263.009262.53155665.100262.716 凹型豎曲線------小樁號(hào)（變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE416.922240.648150002.374%3.200%61.950123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128416.922240.648150002.374%3.200%61.95123.90.128凹型豎曲線------大變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630002.439%-2.58%75.23150.450.943凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE5200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.170 5200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.170凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE5200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.000%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.1705200134.393200000.00%-0.82%82.400164.80.170凸型豎曲線-----后變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630000.000%-2.576%38.64077.280.249 55530.4426630000.00%-2.58%38.64077.280.24955530.4426630000.00%-2.58%38.64077.280.24955530.4426630000.00%-2.58%38.64077.280.24955530.4426630000.00%-2.58%38.64077.280.24955530.4426630000.00%-2.58%38.64077.280.24955530.4426630000.00%-2.58%38.64077.280.249 凹型豎曲線------小樁號(hào)（前坡）前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程354.970478.870-79.970275.000416.9200.0002237.279354.970478.870-78.970276.000416.9200.2082237.303354.970478.870-77.970277.000416.9200.2032237.326354.970478.870-76.970278.000416.9200.1972237.350354.970478.870-75.970279.000416.9200.1922237.374354.970478.870-74.970280.000416.9200.1872237.398354.970478.870-73.970281.000416.9200.1822237.421354.970478.870-72.970282.000416.9200.1772237.445354.970478.870-71.970283.000416.9200.1732237.469354.970478.870-70.970284.000416.9200.1682237.492凹型豎曲線------大樁號(hào)（后坡）后坡豎曲線起點(diǎn)豎曲線終點(diǎn)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程123986.805124218.255104.505124113.750124102.5300.3642240.879123986.805124218.25589.505124128.750124102.5300.2672240.997123986.805124218.25574.505124143.750124102.5300.1852241.115123986.805124218.25559.505124158.750124102.5300.1182241.234123986.805124218.25544.505124173.750124102.5300.0662241.352123986.805124218.25535.505124182.750124102.5300.0422241.423123986.805124218.25525.785124192.470124102.5300.0222241.500凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55455.21555605.6655.47555460.69055530.4400.005264.299凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程5117.6005282.40057.60050605200.000134.3935117.6005282.40017.60051005200.000134.3935117.6005282.4007.60051105200.000134.3935117.6005282.4004.0405113.565200.000134.3935117.6005282.40022.40051405200.0000.013134.3935117.6005282.40032.40051505200.0000.026134.3935117.6005282.40039.40051575200.0000.039134.3935117.6005282.40044.40051625200.0000.049134.3935117.6005282.40067.40051855200.0000.114134.3935117.6005282.40075.40051935200.0000.142134.3935117.6005282.40081.40051995200.0000.166134.3935117.6005282.40082.40052005200.0000.170134.3935117.6005282.40067.1005184.7005200.0000.113134.393 5117.6005282.40050329.84155447.4415200.00063327.322134.3935117.6005282.40050337.10055454.7005200.00063345.591134.3935117.6005282.40050329.55055447.1505200.00063326.590134.3935117.6005282.40050322.35055439.9505200.00063308.473134.3935117.6005282.40050315.40055433.0005200.00063290.987134.3935117.6005282.40050308.80055426.4005200.00063274.384134.3935117.6005282.40050302.35055419.9505200.00063258.160134.3935117.6005282.40050296.15055413.7505200.00063242.568134.3935117.6005282.40050290.10055407.7005200.00063227.354134.3935117.6005282.40050338.90055456.5005200.00063350.121134.393凸型豎曲線-----后坡后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程5117.6005282.40082.40052005200.0000.170134.3935117.6005282.40078.0005204.45200.0000.152134.3575117.6005282.40067.9005214.55200.0000.115134.2745117.6005282.40063.9005218.55200.0000.102134.2415117.6005282.40053.40052295200.0000.071134.1545117.6005282.40032.40052505200.0000.026133.9815117.6005282.40029.40052535200.0000.022133.9565117.6005282.4002.40052805200.0000.000133.7345117.6005282.400-0.60052835200.0000.000133.7095117.6005282.400-7.60052905200.000133.6515117.6005282.400-17.60053005200.000133.5695117.6005282.400-67.60053505200.000133.1575117.6005282.400-117.60054005200.000132.7455117.6005282.400-130.60054135200.000132.6385117.6005282.400-135.60054185200.000132.5975117.6005282.400-167.60054505200.000132.3335117.6005282.400-168.7705451.175200.000132.3235117.6005282.400-217.60055005200.000131.9215117.6005282.400-238.7705521.175200.000131.7475117.6005282.400-267.60055505200.000131.5095117.6005282.400-317.60056005200.000131.0975117.6005282.400-328.60056115200.000131.0065117.6005282.400-356.60056395200.000130.776凸型豎曲線-----后坡-----直坡上后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55491.80055569.08055611.73055530.4400.000263.906 55491.80055569.08055606.93055530.440264.03055491.80055569.08055611.7355530.440263.90655491.80055569.08055626.7355530.440263.52055491.80055569.08055641.7355530.440263.13355491.80055569.08055653.7355530.440262.82455491.80055569.08055665.155530.440262.531 凹型豎曲線------小樁號(hào)（前坡）改正后高程樁號(hào)外邊緣標(biāo)高2237.279275.0002237.0942237.510276.0002237.3252237.529277.0002237.3442237.548278.0002237.3632237.566279.0002237.3812237.585280.0002237.4002237.604281.0002237.4192237.622282.0002237.4372237.641283.0002237.4562237.660284.0002237.475凹型豎曲線------大樁號(hào)（后坡）改正后高程樁號(hào)2241.243124113.7502241.0582241.264124128.7502241.0792241.300124143.7502241.1152241.352124158.7502241.1672241.418124173.7502241.2332241.465124182.7502241.2802241.522124192.4702241.337凸型豎曲線-----前坡55419.95055426.400改正后高程樁號(hào)55447.150264.29455460.69055454.700155439.950凸型豎曲線-----前坡55433.00055413.750改正后高程樁號(hào)134.3935060.000134.578134.3935100.000134.578134.28850356.500134.3935110.000134.578134.28850346.500134.3935113.560134.578134.28850342.940134.3805140.000134.565134.27550316.500134.3675150.000134.552134.26250306.500134.3545157.000134.539134.24950299.500134.3445162.000134.529134.23950294.500134.2795185.000134.464134.17450271.500134.2515193.000134.436134.146134.2275199.000134.412134.122134.2235200.000134.408134.118134.2805184.700134.465134.175 -63192.92955447.441#########(63193.034)-63211.19855454.700#########(63211.303)1.800-63192.19755447.150#########(63192.302)9.350-63174.08055439.950#########(63174.185)16.550-63156.59455433.000#########(63156.699)23.500-63139.99155426.400#########(63140.096)30.100-63123.76755419.950#########(63123.872)36.550-63108.17555413.750#########(63108.280)42.750-63092.96155407.700#########(63093.066)48.800-63215.72855456.500#########(63215.833)0.000凸型豎曲線-----后坡改正后高程樁號(hào)路面邊沿高程134.2235200.000134.088134.2055204.400134.070134.1585214.500134.023134.1385218.500134.003134.0835229.000133.948133.9555250.000133.850133.9355253.000133.830133.7345280.000133.629133.7095283.000133.604133.6515290.000133.546133.5695300.000133.464133.1575350.000133.052132.7455400.000132.640132.6385413.000132.533132.5975418.000132.492132.3335450.000132.228132.3235451.170132.218131.9215500.000131.816131.7475521.170131.642131.5095550.000131.404131.0975600.000130.992131.0065611.000130.901130.7765639.000130.671凸型豎曲線-----后坡-----直坡上改正后高程樁號(hào)263.90655611.730264.091 264.03055606.930264.215263.90655611.730264.091263.52055626.730263.705263.13355641.730263.318262.82455653.730263.009262.53155665.100262.716 樁號(hào)設(shè)計(jì)標(biāo)高地面高高差算術(shù)平均值樁號(hào)設(shè)計(jì)標(biāo)高地面高1212962243.5362236.76.8361212962243.5362236.7121313.4862243.6082236.427.1887.0121213192243.6362236.3421.52.5931.953.3642.44.1352.854.963.35.6720.65 高差算術(shù)平均值6.8367.2967.066 凹型豎曲線------小樁號(hào)（變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE416.922240.64810000-3.714%-2.895%40.95081.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084416.922240.64810000-3.714%-2.895%40.9581.90.084凹型豎曲線------大變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446124102.532240.7915000-0.75%0.789%115.725231.450.446凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630002.439%-2.58%75.23150.450.943凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55460107.705120002.500%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.938 55460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.938凸型豎曲線變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.500%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.93855460107.705120002.50%0.00%150.0003000.938凸型豎曲線-----后變坡點(diǎn)樁號(hào)變坡點(diǎn)高程Ri1i2TLE55530.4426630002.500%-2.576%76.140152.280.966 55530.4426630002.50%-2.58%76.140152.280.96655530.4426630002.50%-2.58%76.140152.280.96655530.4426630002.50%-2.58%76.140152.280.96655530.4426630002.50%-2.58%76.140152.280.96655530.4426630002.50%-2.58%76.140152.280.96655530.4426630002.50%-2.58%76.140152.280.966 凹型豎曲線------小樁號(hào)（前坡）前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程375.970457.870-100.970275.000416.9200.0002235.377375.970457.870-99.970276.000416.9200.5002235.414375.970457.870-98.970277.000416.9200.4902235.451375.970457.870-97.970278.000416.9200.4802235.489375.970457.870-96.970279.000416.9200.4702235.526375.970457.870-95.970280.000416.9200.4612235.563375.970457.870-94.970281.000416.9200.4512235.600375.970457.870-93.970282.000416.9200.4422235.637375.970457.870-92.970283.000416.9200.4322235.674375.970457.870-91.970284.000416.9200.4232235.711凹型豎曲線------大樁號(hào)（后坡）后坡豎曲線起點(diǎn)豎曲線終點(diǎn)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程123986.805124218.255104.505124113.750124102.5300.3642240.879123986.805124218.25589.505124128.750124102.5300.2672240.997123986.805124218.25574.505124143.750124102.5300.1852241.115123986.805124218.25559.505124158.750124102.5300.1182241.234123986.805124218.25544.505124173.750124102.5300.0662241.352123986.805124218.25535.505124182.750124102.5300.0422241.423123986.805124218.25525.785124192.470124102.5300.0222241.500凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55455.21555605.6655.47555460.69055530.4400.005264.299凸型豎曲線-----前坡前坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55310.00055610.000146.50055456.555460.0000.894107.61855310.00055610.00050210.000510055460.000#########-1151.29555310.00055610.00050200.000511055460.000#########-1151.04555310.00055610.00050196.4405113.5655460.000#########-1150.95655310.00055610.00050170.000514055460.000#########-1150.29555310.00055610.00050160.000515055460.000#########-1150.04555310.00055610.00050153.000515755460.000#########-1149.87055310.00055610.00050148.000516255460.000#########-1149.74555310.00055610.00050125.000518555460.000#########-1149.17055310.00055610.00050117.000519355460.000#########-1148.97055310.00055610.00050111.000519955460.000#########-1148.82055310.00055610.00050110.000520055460.000#########-1148.79555310.00055610.000128.22755438.22755460.0000.685107.161 55310.00055610.000137.44155447.44155460.0000.787107.39155310.00055610.000144.70055454.70055460.0000.872107.57355310.00055610.000137.15055447.15055460.0000.784107.38455310.00055610.000129.95055439.95055460.0000.704107.20455310.00055610.000123.00055433.00055460.0000.630107.03055310.00055610.000116.40055426.40055460.0000.565106.86555310.00055610.000109.95055419.95055460.0000.504106.70455310.00055610.000103.75055413.75055460.0000.449106.54955310.00055610.00097.70055407.70055460.0000.398106.39855310.00055610.000146.50055456.50055460.0000.894107.618凸型豎曲線-----后坡后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55310.00055610.000143.62055466.3855460.0000.859107.70555310.00055610.00051560.000405055460.000#########107.70555310.00055610.00051517.000409355460.000#########107.70555310.00055610.00051510.000410055460.000#########107.70555310.00055610.00051507.2404102.7655460.000#########107.70555310.00055610.00051502.5004107.555460.000#########107.70555310.00055610.00051499.000411155460.000#########107.70555310.00055610.00051480.000413055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051439.000417155460.000#########107.70555310.00055610.00051506.4404103.5655460.000#########107.70555310.00055610.00051503.5604106.4455460.000#########107.70555310.00055610.00051500.1374109.86355460.000#########107.70555310.00055610.00051504.2264105.77455460.000#########107.70555310.00055610.00051430.000418055460.000#########107.70555310.00055610.00051430.000418055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.70555310.00055610.00051460.000415055460.000#########107.705凸型豎曲線-----后坡-----直坡上后坡豎曲線起點(diǎn)豎曲線終點(diǎn)米數(shù)_X待求樁號(hào)變坡點(diǎn)樁號(hào)y改正前高程55454.30055606.58055611.73055530.4400.000263.906 55454.30055606.58055606.93055530.440264.03055454.30055606.58055611.7355530.440263.90655454.30055606.58055626.7355530.440263.52055454.30055606.58055641.7355530.440263.13355454.30055606.58055653.7355530.440262.82455454.30055606.58055665.155530.440262.531 凹型豎曲線------小樁號(hào)（前坡）改正后高程樁號(hào)外邊緣標(biāo)高2235.377275.0002235.1922235.914276.0002235.7292235.941277.0002235.7562235.968278.0002235.7832235.996279.0002235.8112236.023280.0002235.8382236.051281.0002235.8662236.079282.0002235.8942236.106283.0002235.9212236.134284.0002235.949凹型豎曲線------大樁號(hào)（后坡）改正后高程樁號(hào)2241.243124113.7502241.0582241.264124128.7502241.0792241.300124143.7502241.1152241.352124158.7502241.1672241.418124173.7502241.2332241.465124182.7502241.2802241.522124192.4702241.337凸型豎曲線-----前坡55419.95055426.400改正后高程樁號(hào)55447.150264.29455460.69055454.700155439.950凸型豎曲線-----前坡55433.00055413.750改正后高程樁號(hào)106.72355456.500106.908##########5100.000#########(106194.904)50356.500##########5110.000#########(106152.817)50346.500##########5113.560#########(106137.836)50342.940##########5140.000#########(106026.604)50316.500##########5150.000#########(105984.550)50306.500##########5157.000#########(105955.117)50299.500##########5162.000#########(105934.096)50294.500##########5185.000#########(105837.426)50271.500##########5193.000#########(105803.812)##########5199.000#########(105778.605)##########5200.000#########(105774.404)106.47655438.227106.661106.371 106.60455447.441106.789106.499106.70055454.700106.885106.5951.800106.60055447.150106.785106.4959.350106.50055439.950106.685106.39516.550106.40055433.000106.585106.29523.500106.30055426.400106.485106.19530.100106.20055419.950106.385106.09536.550106.10055413.750106.285105.99542.750106.00055407.700106.185105.89548.800106.72355456.500106.908106.6180.000凸型豎曲線-----后坡改正后高程樁號(hào)路面邊沿高程106.84655466.380106.711##########4050.000###################4093.000###################4100.000###################4102.760###################4107.500###################4111.000###################4130.000###################4150.000###################4171.000###################4103.560###################4106.440###################4109.863###################4105.774###################4180.000###################4180.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000###################4150.000#########凸型豎曲線-----后坡-----直坡上改正后高程樁號(hào)263.90655611.730264.091 264.03055606.930264.215263.90655611.730264.091263.52055626.730263.705263.13355641.730263.318262.82455653.730263.009262.53155665.100262.716 樁號(hào)擋墻邊沿標(biāo)高基礎(chǔ)寬度基礎(chǔ)寬度123978.752241.5383.363.404.10123993.752241.4273.303.343.85124008.752241.3283.233.273.62124023.752241.2443.173.213.40124038.752241.1763.113.153.20124053.752241.1223.043.083.01124068.752241.0842.983.022.84124083.752241.0602.922.962.68124098.752241.0512.852.892.53124113.752241.0582.792.832.40124128.752241.0792.732.772.29124143.752241.1152.662.712.19124158.752241.1672.602.642.11124173.752241.2332.542.582.04124182.752241.2802.502.542.00124192.472241.3372.462.501.98主受力筋（序號(hào)起訖樁號(hào)擋墻長(zhǎng)度長(zhǎng)度范圍1K123+978.75～K123+993.7515470-4452K123+993.75～K124+008.7515445-4223K124+008.75～K124+023.7515422-4004K124+023.75～K124+038.7515400-3805K124+038.75～K124+053.7515380-3616K124+053.75～K124+068.7515361-3447K124+068.75～K124+083.7515344-3288K124+083.75～K124+098.7515328-3139K124+098.75～K124+113.7515313-30010K124+113.75～K124+128.7515300-28911K124+128.75～K124+143.7515289-27912K124+143.75～K124+158.7515279-27113K124+158.75～K124+173.7515271-26414K124+173.75～K124+182.759264-26015K124+182.75～K124+192.759.72260-258合計(jì)基礎(chǔ)頂面序號(hào)起訖樁號(hào)擋墻長(zhǎng)度基礎(chǔ)寬度1K123+978.75～K123+993.75153.332K123+993.75～K124+008.75153.263.29590117911286～3.23273441883K124+008.75～K124+023.75153.203.23273441886581～3.16956765864K124+023.75～K124+038.75153.143.16956765861875～3.1064008985K124+038.75～K124+053.75153.073.1064008983717～3.0432341381 6K124+053.75～K124+068.75153.013.04323413812465～2.9800673777K124+068.75～K124+083.75152.952.9800673778776～2.91690061768K124+083.75～K124+098.75152.892.91690061763054～2.85373385739K124+098.75～K124+113.75152.822.85373385738349～2.790567097110K124+113.75～K124+128.75152.762.79056709713644～2.727400336811K124+128.75～K124+143.75152.702.72740033688939～2.664233576612K124+143.75～K124+158.75152.632.66423357664234～2.601066816313K124+158.75～K124+173.75152.572.60106681639528～2.537900056114K124+173.75～K124+182.7592.5215K124+182.75～K124+192.759.722.48213.72 基礎(chǔ)頂標(biāo)高基底標(biāo)高鋼筋長(zhǎng)2237.4382236.8384.702237.5732236.9734.452237.7082237.1084.222237.8432237.2434.002237.9782237.3783.802238.1132237.5133.6140.002238.2482237.6483.442238.3832237.7833.282238.5182237.9183.132238.6532238.0533.002238.7882238.1882.892238.9232238.3232.792239.0582238.4582.712239.1932238.5932.642239.2802238.6802.602239.3612238.7612.58西寧擋土墻主墻配筋主受力筋（間距15cm）構(gòu)造平均長(zhǎng)度根數(shù)總長(zhǎng)每延米重（kg）總重10cm4.527100452.7062.4701118.18278.874.287100428.6982.4701058.88264.084.061100406.0832.4701003.02250.153.850100384.9672.470950.87237.143.654100365.3522.470902.42225.063.472100347.2362.470857.67213.903.306100330.6212.470816.63203.663.155100315.5052.470779.30194.353.019100301.8902.470745.67185.962.898100289.7742.470715.74178.502.792100279.1592.470689.52171.962.700100270.0432.470667.01166.352.624100262.4282.470648.20161.662.57060154.1832.470380.8394.982.53765164.4232.470406.12101.2811740.072927.89西寧擋土墻基礎(chǔ)配筋長(zhǎng)度范圍平均長(zhǎng)度根數(shù)總長(zhǎng)每延米重（kg）總重3.4～3.336833239752953.29590117911286～3.232734418865813.23273441886581～3.169567658618753.16956765861875～3.10640089837173.1064008983717～3.04323413812465 3.04323413812465～2.98006737787762.9800673778776～2.916900617630542.91690061763054～2.853733857383492.85373385738349～2.790567097136442.79056709713644～2.727400336889392.72740033688939～2.664233576642342.66423357664234～2.601066816395282.60106681639528～2.537900056148232.53790005614823～2.52.5～2.4590679393599 1.92348西寧擋土墻主墻配筋構(gòu)造筋備注長(zhǎng)度范圍平均長(zhǎng)度根數(shù)總長(zhǎng)每延米重（kg）總重14.814.840588.60420.616641.446814.814.837553.07330.616604.771214.814.835519.60230.616570.221914.814.833488.35140.616537.964214.814.831459.32040.616507.99814.814.829432.50950.616480.323314.814.828407.91860.616454.940114.814.826385.54760.616431.848514.814.825365.39670.616411.048414.814.823347.46570.616392.539814.814.822331.75480.616376.322714.814.822318.26390.616362.397114.814.821306.99290.616350.76318.88.820177.73470.616204.46119.529.5220189.19980.616217.83166544.87821213西寧擋土墻基礎(chǔ)配筋24.72319956 21.21284