土 石 土 石主线1.2标路基土石方数量计算表土石方调运示意图利用方数量及调配（m³）填 缺挖 余桩 号距 离 （m）3073 2452K3+56020K3+5501010427 8319K3+5802023519 18765K3+6202013892K3+60020174122455319590K3+6402014247 11367K3+6802015961K3+6602020004122089740K3+70017.3K4+1748.88556K3+717456.410723406335K4+1832012391359K4+22317.51476K4+2032018344071088K4+2402034283026K4+280202529K4+2602021765938 4738K4+3002058295228K4+340206396K4+32020801619373788K4+3602051864791K4+400203256K4+38020117612987 10362K4+42020217271733616725K4+4402020962软 基预 压土弃 方土136165m³石108644m³ 运距 1500m弃 方土35260m³ 石18381m³ 运距 900m2172717336K4+46020201689913484K4+480208887K4+520208841K4+50020110812512K4+540208014K4+58020K4+560203710K4+60020103825319K4+64020K4+620209775K4+6602031436960K4+70020K4+680205277K4+7202078508497K4+76020K4+740208544K4+7802078362219K4+82020K4+8002054442203K4+8402019927K4+88020K4+8602010625215582955K4+90020174592393K4+940202712K4+9202019791129741778K4+960206751 9251090K4+9802079553406土96376m³运距300m土53491m³ 调入K6+5806751 925K5+0002020113061549K5+02020263623613K5+060202716K5+0402019820271663723K5+08020165592269K5+120203215K5+10020234599963 1365K5+140204960 707K5+18020906K5+1602064373407K5+20015K5+28020K5+215659842511312K5+300206083 17852K5+340209420K5+3202032107170 21044K5+360203767 11054K5+4002017559K5+3802059832000 5925K5+420203569 10474K5+460206423K5+4402021704073 11953K5+480201260 4686K5+520208915K5+500203038182923K5+54020K5+5602937209473.7石26152m³ 调入K8+000段石65602m³ 调入Z线土38791m³调至D匝道运距弃土35684.2m³石67702m³弃至五洞弃土场K5+580K5+600K5+620K5+640K5+660K5+68015821.514796.813778K5+940K5+960K5+980K6+000K5+760K5+780K5+800K6+060K6+080202020202020202020202020K6+020K6+040K5+808K5+855K5+860K5+880K5+900K5+920K5+700K5+720K5+74020202020K6+1008.446.25.420202020202020202012412.213892.49473.715572.317251.617420.7165688968.48211.7189614326.111561.712162.512485.111973.710591.814091.914301.45982.34560.416886.95930.910169...
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