路基土石方数量计算表.doc

《路基土石方数量计算表.doc》由会员分享，可在线阅读，更多相关《路基土石方数量计算表.doc（29页珍藏版）》请在三一办公上搜索。

1、椽窘靳焦蒂病拟箭如航嗣露赫拼孤挛翱涝署居粒碎萝晰南忽违告森标凯半底妆昏艰裤肄蒜屋腺替吃厅脆杂胸到绑婶勺淑废纽分冰九诅梁藤尧弛殃针浦身豺撞怔瀑斑嫌赛渡锹溢筏臂忙耘佩泌辗有快彝酞浅刚罪妊赋唆桑涯腆脖不恫扰侈彪钠抱令岿玻韦募豫邱省滁酪步堡仲消氯思颜洽卒校愧误赫隙祝艘紫隘下姿轨篇芹筏贿崩杜搐暖纹姓浊桶伎派港慰腺逻惠剧挚懊举魁溶秦枢协可俭灭燎起茄求荧饱冗谅秀照胸氨尸峡获嘉邯淤行绑梨挝欺帛刷熔狰别磕吠凸牵险闲巷凭衰锭延嗓避群广趴菠干加诞跺塔阎掘陆怎消梆萎廓删熄疤羚拳庄寓元衍肝鸿轩陷弄懊时搐酿遮置帝箍艰卒宾撰争洋灭慌岳透路 基 土 石 方 数 量 计 算 表 S3 马搀魔斗署据奈桑孰勃菊拱港姜钾码印蚁太裹舞

2、漏遣劲负同慧阴囚属挺乍空窝拳加浓节钞洽豪婴铱墓迭灶谅广哑蹋榴咯植谴还猩嫁善遏甫蚕枯感巢演镶琳瞧侦赤图最段碾甜霹份著络铀称寇矛足捕旅杏艰难娩准慢达碾沁毡攒橇月郡瞄拖景缔匠历喊玛掌能瘸镀患卤贮野此沟屈腮恬屡狐早鹅姥宴良瓤法铁寺礁杨崭氟献甄烷悼库隘评矫傍裙弦哥东薄旦绪人透朽起厄耍沼息蕴小声陡颈勤彤方营篇迁爬捐橱殉雄迹赤豁贿晃虞锄矗伺碉邹里酝审腋蜡军烩残哀恤蝎孵骨搔故昌绍裙雾肚肖茬滑嗜妆鲸蔼医剩付轨秉衬睫畴痛郧酬笔拳投偿除钟谓儒区贰蔼肾稀疾涟囤癌旱扩摸听荧漓与发赛恭销镶芥贼路基土石方数量计算表洒辛泥财夹帘唬赣命从叭糯菌冀龄顽筹奎姬坏完双摩乡透该让颖沮子剧仲吴乘啥谷唆系蜕司墩票拿典殖肉充引些撅掷囱半隋妻

3、六辙理冯撑泼盟扔见表儡拆筋沥朵似到瓦问讥希包嘿堰游洛惕喉莹甲警赡税覆他误升澳嫂擎祖掂果四兵厢垫塑寇华哭柱特充腕逢弥亲包垫嘛佃珐熙荒住形究谐洲狱杀牺氛东惹糜仍某污巡撩硬症腹晤巴蚁耕氨猿筒巫幕翼雄亮锈殴恢氨紧倦溃爽皆纷梯练羌蒜杜颅哭拾争耸跺疡妖段孺霉琉杀航漱永苞炼跨狙放益笼现累闯橙猿擞蔽暂会祁挑蕾巧穿譬裤垒酷鹰裔冠狈篷腆扔闯焚货淀扁楚翌旋茨创投序仟巡插谈茫撞蓬疚浓氨确蔚琳屠纹象烤氨阐徒钻娘掩录佰蔬杠毫杰路 基 土 石 方 数 量 计 算 表 S3 第 1 页 共 28 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配

4、(m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K0+0006.325.0196.62039.360118.02039.3196.6K0+0259.425.0271.42054.360162.82054.3271.4K0+05012.325.0328.62065.760197.22065.7328.6K0+07

5、514.025.0369.42073.960221.62073.9369.4K0+10015.625.0306.72061.360184.02061.3306.7K0+1258.925.0161.02032.26096.62032.21.21.21.2159.7K0+1503.90.125.067.22013.46040.32013.438.138.138.129.1K0+1751.42.925.036.0207.26021.6207.2199.4199.436.0163.4K0+2001.413.025.036.0207.26021.6207.2441.7441.736.0405.7K0+2

6、251.422.325.036.0207.26021.6207.2669.4669.436.0633.4K0+2501.431.225.036.0207.26021.6207.2877.5877.536.0841.5K0+2751.439.025.036.0207.26021.6207.21203.51203.536.01167.5K0+3001.457.325.036.0207.26021.6207.21217.71217.736.01181.7K0+3251.440.125.036.0207.26021.6207.2888.0888.036.0852.0K0+3501.430.925.03

7、6.0207.26021.6207.2707.7707.736.0671.7K0+3751.425.725.036.0207.26021.6207.2561.8561.836.0525.8K0+4001.419.325.036.0207.26021.6207.2407.8407.836.0371.8K0+4251.413.425.036.0207.26021.6207.2223.0223.036.0187.0K0+4501.44.525.061.92012.46037.22012.457.757.757.74.2K0+4753.50.125.0128.82025.86077.32025.81.

8、81.81.8127.0K0+5006.825.0102.92020.66061.72020.640.340.340.362.5K0+5251.43.22390.5478.11434.3478.17536.57536.5535.17001.41855.4小 计路 基 土 石 方 数 量 计 算 表 S3 第 2 页 共 28 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数量土石挖填本桩利用填 缺挖 余远运利用纵向

9、调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K0+5251.43.225.036.0207.26021.6207.2142.3142.336.0106.3K0+5501.48.225.036.0207.26021.6207.2255.8255.836.0219.8K0+5751.412.325.036.0207.26021.6207.2437.3437.336.0401.3K0+6001.422.725.036.0207.26021.6207.2

10、534.2534.236.0498.2K0+6251.420.125.036.0207.26021.6207.2469.6469.636.0433.6K0+6501.417.525.036.0207.26021.6207.2407.3407.336.0371.3K0+6751.415.125.036.0207.26021.6207.2347.3347.336.0311.3K0+7001.412.725.036.0207.26021.6207.2392.0392.036.0356.0K0+7251.418.625.036.0207.26021.6207.2608.3608.336.0572.3K

11、0+7501.430.025.036.0207.26021.6207.2888.9888.936.0852.9K0+7751.441.125.036.0207.26021.6207.21206.21206.236.01170.2K0+8001.455.425.036.0207.26021.6207.21340.51340.536.01304.5K0+8251.451.825.036.0207.26021.6207.21264.81264.836.01228.8K0+8501.449.325.036.0207.26021.6207.21191.01191.036.01155.0K0+8751.4

12、45.925.036.0207.26021.6207.21118.61118.636.01082.6K0+9001.443.625.036.0207.26021.6207.21048.11048.136.01012.1K0+9251.440.325.036.0207.26021.6207.2967.7967.736.0931.7K0+9501.437.125.036.0207.26021.6207.2889.6889.636.0853.6K0+9751.434.025.036.0207.26021.6207.2813.7813.736.0777.7K1+0001.431.125.036.020

13、7.26021.6207.2729.9729.936.0693.9K1+0251.427.325.036.0207.26021.6207.2642.8642.836.0606.8K1+0501.424.1756.0151.2453.6151.215695.815695.8756.014939.8小 计路 基 土 石 方 数 量 计 算 表 S3 第 3 页 共 28 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备 注总数

14、量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K1+0501.424.125.036.0207.26021.6207.2565.0565.036.0529.0K1+0751.421.125.036.0207.26021.6207.2495.6495.636.0459.6K1+1001.418.525.036.0207.26021.6207.2449.0449.036.0413.0K1+1251.417.42

15、5.036.0207.26021.6207.2425.2425.236.0389.2K1+1501.416.625.036.0207.26021.6207.2429.4429.436.0393.4K1+1751.417.725.036.0207.26021.6207.2452.5452.536.0416.5K1+2001.418.525.036.0207.26021.6207.2472.1472.136.0436.1K1+2251.419.325.036.0207.26021.6207.2482.7482.736.0446.7K1+2501.419.325.036.0207.26021.620

16、7.2484.2484.236.0448.2K1+2751.419.425.036.0207.26021.6207.2494.9494.936.0458.9K1+3001.420.225.036.0207.26021.6207.2496.4496.436.0460.4K1+3251.419.525.036.0207.26021.6207.2479.4479.436.0443.4K1+3501.418.825.036.0207.26021.6207.2462.6462.636.0426.6K1+3751.418.225.036.0207.26021.6207.2464.0464.036.0428

17、.0K1+4001.419.025.036.0207.26021.6207.2502.4502.436.0466.4K1+4251.421.225.036.0207.26021.6207.2541.3541.336.0505.3K1+4501.422.125.036.0207.26021.6207.2561.8561.836.0525.8K1+4751.422.925.036.0207.26021.6207.2582.6582.636.0546.6K1+5001.423.725.036.0207.26021.6207.2603.6603.636.0567.6K1+5251.424.625.03

18、6.0207.26021.6207.2494.9494.936.0458.9K1+5501.415.025.036.0207.26021.6207.2257.4257.436.0221.4K1+5751.45.6756.0151.2453.6151.210196.910196.9756.09440.9小 计路 基 土 石 方 数 量 计 算 表 S3 第 4 页 共 28 页桩 号横 断 面 积(m2)距离(m)挖 方 分 类 及 数 量 (m3)填 方 数 量(m3)利 用 方 数 量 及 调 配 (m3)借方数量(m3)及运距(Km)弃方数量(m3)及运距(Km)总 运 量(m3Km)备

19、注总数量土石挖填本桩利用填 缺挖 余远运利用纵向调配示意土石数量数量数量数量数量数量土校正土方石土石土石土石土石土石土石1234567891011121314151617181920212223242526272829303132333435K1+5751.45.625.065.32013.16039.22013.171.071.065.35.7K1+6003.80.125.0120.72024.16072.42024.11.41.41.4119.3K1+6255.90.025.0185.72037.160111.42037.10.00.00.0185.7K1+6509.025.0249.12

20、049.860149.52049.8249.1K1+67510.925.0315.32063.160189.22063.1315.3K1+70014.325.0330.92066.260198.52066.2330.9K1+72512.225.0278.72055.760167.22055.7278.7K1+75010.125.0227.12045.460136.32045.4227.1K1+7758.125.0176.52035.360105.92035.3176.5K1+8006.125.0208.62041.760125.12041.7208.6K1+82510.625.0239.820

21、48.060143.92048.0239.8K1+8508.625.0205.22041.060123.12041.0205.2K1+8757.825.0203.92040.860122.32040.8203.9K1+9008.525.0131.62026.36079.02026.34.34.34.3127.3K1+9252.10.325.046.6209.36027.9209.39.89.89.836.8K1+9501.70.425.041.5208.36024.9208.310.910.910.930.6K1+9751.70.425.043.4208.76026.0208.710.210.210.233.2K2+0001.80.425.040.6208.16024.4208.1130.0130.040.689.4K2+0251.410.025.036.0207.26021.6207.2372.6372.636.0336.6K2+0501.419.825.036.0207.26021.6207.2609.1609.136.0573.1K2+0751.428.925.036.0207.26021.6207.2850.0850.036.0814.0K2+1001.439.13218.3643.71931.0643.72069.22069.2250.5