交通標(biāo)線工程量計算

。。停止線k0+900k6+00011米長*0.4米寬17*2條17X2X11X0.4149.6下路十字路口15米長*0.4米寬4條4X15X0.424k6+200k7+0007.5米長*0.4米寬2條2X7.5X0.46減速方塊k0+900—k7+0003米長*1.5米寬*8個8*20處8x20x1.7x4x0.2217.6分道線k0+900k7+000尺寸長度不一，寬度為0.15米/1207.5X2/3X0.1120.75現(xiàn)場核實總長為1207.5米，均為虛線變實線箭頭k0+900kl+500直行：6米長*0.9米寬*8個3*8個3X8X2.1651.84kl+500kl+720直行：6米長*0.9米寬4個4X2.168.64帶右拐：6米長*1.8米寬4個4X3.7414.96kl+720k2+200直行：6米長*0.9米寬*8個8*1個8X2.1617.28東方山路口直行：6米長*0.9米寬6個6X2.1612.96帶右拐：6米長*1.8米寬2個2x3.747.48單右拐：6米長1.5米寬2個2X2.85.6k2+320k3+020直行：6米長*0.9米寬2*4個2X4X2.1617.28帶右拐：6米長*1.8米寬2*4個2X4X3.7429.92k3+020k5+500直行：6米長*0.9米寬*8個9*8個9X8X2.16155.52紫新路口直行：6米長*0.9米寬3個3X2.166.48帶右拐：6米長*1.8米寬5個5X3.7418.7單右拐：6米長1.5米寬1個1X2.82.8下陸十字路口直行：6米長*0.9米寬4個3X2.168.64帶右拐：6米長*1.8米寬8個8X3.7429.92單右拐：6米長1.5米寬4個4X2.811.2南村丁字路口直行：6米長*0.9米寬4個4X2.168.64帶右拐：6米長*1.8米4個4X3.7414.96

寬小計8107.02要扣除各道口的方量縱向?qū)嵕€K1+6804條實線，寬0.15米34米34X4X0.1520.4K2+2604條實線，寬0.15米50米50X4X0.1530K2+6605條實線，寬0.15米40米40X5X0.1530K2+9804條實線，寬0.15米45米45X4X0.1527K5+6606條實線，寬0.15米90米90X6X0.1581K6+0606條實線，寬0.15米55米55X6X0.1549.5K6+5403條實線，寬0.15米45米45X3X0.1520.25縱向虛線K1+6802條虛線劃，2米空4米34米34X2/3X0.153.4K2+2602條虛線，劃2米空4米50米50X2/3X0.155K2+6602條虛線，劃2米空4米40米40X2/3X0.154K2+9802條虛線，劃2米空4米45米45X2/3X0.154.5K5+6602條虛線，劃2米空4米90米90X2/3X0.159K6+0602條虛線，劃2米空4米55米55X2/3X0.155.5K6+5402條虛線，劃2米空4米45米45X2/3X0.154.5小計