平均断面法算道路土方计算表

1、第 1 页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m3123456一、K24-K53（1#至6#楼南侧道路土方）1 K24（X=-18137.171；Y=-3705.563）5468.242 K46（X=-18141.425；Y=-3725.963）20.885467.29462.17 462.88 462.89 465.38 464.7464.7 463.787 3.478330363.143 K47（X=-18144.700；Y=-3734.486）9.15466.444

2、62.35 461.99 460.38 464.7 464.95 464.66 463.172 3.193330145.304 K48（X=-18152.761；Y=-3749.058）16.75465.99460.38 464.66 463.57 463.59 460.38 460.38 462.163.5550296.845 K49（X=-18161.005；Y=-3759.526）13.35465.36460.38 463.43 463.75 462.89 462.55 460.38 462.232.9450195.846 K50（X=-18169.168；Y=-3769.605）135

3、464.79462.55 462.89 462.74 462.48 462.85 462.65 462.693 1.881670122.317 K51（X=-18180.203；Y=-3785.089）195463.95462.99 462.46 463.14 463.85 458.47 462.99 462.317 1.553330147.578 K52（X=-18188.178；Y=-3797.999）155463.3458.47464464.12 458.47 464.28 458.47 461.302 1.823330136.759 回车位 K53（X=-18191.293；Y=-38

4、03.580）149.51463.3458.47 463.25 463.65 464.66 464.38 464.21 463.103 -0.3033 -45.348330.0010小小计计1 1-45.35-45.351407.741407.7411二、K28-K58（11#至13#楼南侧道路土方）12 K28（X=-18196.247；Y=3705.369）5472第 2 页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m313 K53（X=-18201.970；Y=-3718

5、.357）14.55471.13465.69 465.38 472.14 471.56468.693 2.37250172.0114 K54（X=-18207.676；Y=-3723.764）7.865470.6584465.28 470.18 465.28 469.25467.498 2.89670113.8415 K55（X=-18214.385；Y=-3730.954）9.835470.0686468.68 469.33 469.07 465.28468.091.7735087.1716 K56（X=-18219.472；Y=-3737.133）7.975469.5904465.28 4

6、69.07 469.35 465.28 469.22 465.28 467.247 2.08283083.0017 K57（X=-18225.159；Y=-3744.979）9.75469.76465.28 469.22 469.05 468.98 465.34 468.82 467.782 1.39353067.5918 回车位 K58（X=-18228.582；Y=-3750.387）149.51469.76464.75 465.23 468.92 468.76 468.88 468.98 467.587 1.673330250.1619小小计计2 20773.76773.76三、K33-

7、K62（18#至20#楼南侧道路土方）20 K33（X=-18243.386；Y=-3675.317）5476.5321 K58（X=-18253.704；Y=-3682.945）12.85476.786 472.56 475.88 472.79 475.85474.271.8880120.8322 K59（X=-18263.055；Y=-3691.286）12.55477.036 472.83 475.33 475.68 472.66 475.94 474.38 474.471.9410121.3123 K60（X=-18270.669；Y=-3699.346）11.25477.26475.

8、62 475.69 475.86 475.33 475.78 475.65 475.6550.993055.6124 K61（X=-18279.480；Y=-3710.577）14.45477.54475.86 475.55 475.83 475.64 473.45 475.33 475.277 1.623330116.8825 回车位 K62（X=-18284.195；Y=-3714.738）149.51477.54476.01 472.64 476.12 476.22 476.21 475.71 475.4851.5550232.4726小小计计3 301420.871420.87第 3

9、页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m3四、K36-K68（57#至60#楼南侧道路土方）27 K61（X=-18137.171；Y=-3705.563）5481.0128 K62（X=-18141.425；Y=-3725.963）16.25482.306 481.95 482.64 482.08 483.35 482.16 484.17 482.725 -1.567-126.9270.0029 K63（X=-18144.700；Y=-3734.486）16.25483

10、.61482.33 482.89 484.49485483.05 482.89 483.442 -0.9837-79.6770.0030 K64（X=-18152.761；Y=-3749.058）12.25484.0004483.66 484.6 484.56 483.56 484.05 482.8 483.872 -0.5665 -34.554470.0031 K65（X=-18161.005；Y=-3759.526）17.45484.5572484.26 482.8 484.33 483.47 483.47 484.49 483.803 -0.0245-2.13440.0032 K66（X

11、=-18169.168；Y=-3769.605）15.45485.05484.46 483.47 484.71 484.55 484.66 484.75 484.433 -0.1297 -9.9894670.0033 K67（X=-18180.203；Y=-3785.089）17.15485.59484.26 484.79 484.81 484.55 484.26 484.89 484.593 0.2275019.4534 回车位 K68（X=-18191.293；Y=-3803.580）149.51485.59479.52 479.52 483.95 484.06 484.98 484.87

12、 484.950.14020.9335小小计计4 4-253.28-253.2840.3840.38五、K39-K46（70#至73#楼北侧道路土方）36 K39（X=-18282.046；Y=-3566.333）06485.9637 K42（X=-18261.518；Y=-3551.999）25.16484.705 484.64 483.66 483.64 483.97 483.95 484.13 483.998 0.834170125.6338 K43（X=-18244.763；Y=-3533.371）25.16483.45484.35 484.65 483.79 483.44 484.0

13、7 484.05 484.058 -0.4808 -72.41350.0039 K44（X=-18229.757；Y=-3518.706）216482.4483.69 483.37 482.98 483.57 482.77 483.15 483.255-0.83-104.580.00第 4 页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m340 K45（X=-18211.906；Y=-3507.860）216481.38483.65 483.29 483.35 483.02 48

14、3.14 483.07 483.253 -1.8633-234.780.0041 K46（X=-18205.715；Y=-3505.505）76481.03482.98 482.66 482.35 482.56 482.6 482.75 482.65-1.945-81.690.0042小小计计5 5-493.46-493.46125.63125.63六、K07-K41（26#至69#主干道道路土方）43 K07（X=-18103.062；Y=-3690.721）09464.7444 K08（X=-18141.425；Y=-3725.963）9.69465.6808463.2 463.39 46

15、4.32 464.17 464.34 463.56 463.829 0.88123076.1445 K09（X=-18144.700；Y=-3734.486）9.79466.6314464.32 465.84 466.34 465.07 464.91 464.34 465.137 0.51943045.3546 K10（X=-18152.761；Y=-3749.058）149468.0034466.34 462.17 462.88 465.75 465.38 465.07 464.598 2.219070279.6047 K24（X=-18161.005；Y=-3759.526）39468.2

16、434462.88 466.05 466.64 465.38465.238 2.3859064.4248 K25（X=-18169.168；Y=-3769.605）17.29469.1722465.38 466.64 465.06 465.06 465.78 465.55 465.578 2.629470407.0449 K26（X=-18180.203；Y=-3785.089）16.99470.0848464.7 467.22 468.56 466.23 465.06 465.06 466.138 2.990170454.8050 K27（X=-18188.178；Y=-3797.999）1

17、6.229471.23469.86 470.34 465.78 469.87 469.94 470.03 469.303 0.854070124.6851 K28（X=-18141.425；Y=-3725.963）9.69472465.78 465.69 471.05 471.42468.4852.630227.2352 K29（X=-18144.700；Y=-3734.486）11.429472.9136472.14 469.13 472.84 472.45471.640.3168032.5653 K30（X=-18152.761；Y=-3749.058）109473.7136469.13

18、469.13 469.13 472.07 472.84 473.02 470.887 1.926930173.42第 5 页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m354 K31（X=-18161.005；Y=-3759.526）10.29474.5296473.18 473.14 473.45 473.02473.198 0.4241038.9355 K32（X=-18169.168；Y=-3769.605）10.89475.3936474.14 474.05 474.3

19、9 474.88474.365 0.096609.3956 K33（X=-18180.203；Y=-3785.089）14.29476.5296473.89 473.17 473.55 475.66 475.22 473.68 474.195 1.26660161.8757 K34（X=-18188.178；Y=-3797.999）20.559478.1736475.88 476.95 475.14 476.48 477.76 477.21 476.570.2816052.0858 K35（X=-18141.425；Y=-3725.963）24.59480.13475.14 464.65 47

20、9.22 479.43 478.52 478.03 475.832 2.820130621.8459 K36（X=-18267.873；Y=-3625.690）11.029481.01480.85 481.42 480.12 481.95 479.62 479.43 480.565 -0.4945 -49.044510.0060 K37（X=-18270.689；Y=-3602.114）23.759482.91483.03 483.89 484.14 481.76478480.88 481.95-0.49-104.73750.0061 K38（X=-18275.214；Y=-3577.995）

21、24.79484.886 485.13 486.12 486.37 482.55 482.35 482.85 484.228 -0.8303 -184.58310.0062 K39（X=-18282.046；Y=-3566.333）13.59485.966 483.95 484.86 484.35 486.64 486.55 486.51 485.477 -0.5507-66.9060.0063 K40（X=-18295.029；Y=-3554.867）17.59486.911 487.28 487.16 486.64 485.23 483.62 483.62 485.592 0.346830

22、54.6364 K41（X=-18304.864；Y=-3550.867）10.89488.23486.92 487.36 483.62 487.65 487.14 485.98 486.445 0.6255060.8065 回车位 K42（X=-18312.099；Y=-3546.676）149.51488.23487.88 487.65 487.88 487.92 487.81 487.35 487.748 -0.0183 -2.7408330.0066小小计计6 6-408.01-408.013010.413010.41七、K10-K15（30#至33#楼北侧道路土方）67 K10（X=

23、-18134.242；Y=-3704.727）06468第 6 页，共 7 页室室外外道道路路土土方方工工程程量量计计算算详详单单序号桩号桩距m路宽m设计路面高程m原始地面高程m平均高程m平均深度m挖方（-）/m3填方（+）/m368 K11（X=-18138.334；Y=-3686.698）18.56469.665 466.64 466.05 466.84 466.34 466.94 466.68 466.581 1.751670194.4369 K12（X=-18144.251；Y=-3669.183）18.56471.33467.22 467.22 467.02 467.56 467.4

24、2 467.68 467.353 2.644170293.5070 K13（X=-18149.795；Y=-3650.387）19.76472.315 466.94 468.22 468.38 466.84 468.69 468.48 467.925 3.39750401.5871 K14（X=-18150.458；Y=-3633.950）16.56472.579 468.48 469.01 469.63 469.41 470.35 469.85 469.4552.4920246.7172 K15（X=-18148.026；Y=-3619.802）14.46473.75471.23 471.4

25、4 470.67 470.99 471.2 471.81 471.223 1.441170124.5273小小计计7 70.000.001260.751260.75八、K15-K21（35#至46#楼东侧道路土方）74 K15（X=-18148.026；Y=-3619.802）06473.7575 K16（X=-18146.502；Y=-3600.047）206474.83471.09 471.88 471.69 472.38 472.13 472.08 471.8751.9150229.8076 K17（X=-18153.463；Y=-3581.524）206475.91472.46 472.24 472.31 471.85 472.5 473.08 472.407 2.463330295.6077 K18（X=-18167.751；Y=-3567.602）20.16476.9954473.55 473.95 473.91 474.38 474.95 475.33 474.345 1.60770193.8978 K19（X=-18181.441；Y=-3561.987）14.96477.8475.63 475.87 476.28 477.03 477.25 477.16 476