文档介绍：嘉兴至绍兴跨江公路通道工程(北岸接线)交安设施JA1标标志杆整改施工方案浙江诸暨平安交通设施有限公司2014年5月23日、排查情况二、方案编制依据三、具体整改方案1、2、3、4、5、、单悬、、整改工程质量安全保证措施13嘉兴至绍兴跨江公路通道工程(北岸接线)交通安全设施JA1标标志杆整改方案一、排查情况及处理措施1、排查情况4月24日起公司安排专业人员对JA1标内未测标志杆立柱(包括嘉绍主线、沪杭甬互通、乍嘉苏互通)进行一次排查。具体排查情况如下:交通标志杆件排查情况统计汇总表序号名称总量(处)合格量(处)不合麻1单柱式交通标志115532双柱式交通标志32113单悬臂交通标志1704双悬臂交通标志1005门架式交通标志361合计21065(1)嘉绍高速主线更换标志杆统计表序号枢纽桩号新桩号幅别标志版面尺寸■•单柱式1主线K0+497K125+637右A=il002主线K0+800K125+940右<1)1000限3主线K2+475K127+615左A=11004主线K3+420K128+560左<1)1000限5主线K3+428K128+568右A=il006主线K8+035K133+175左A=11007主线K8+050K133+190右A=il008南湖出口收费站岛头中d)10009南湖出口收费站岛头中d)100010南湖出曰收费站岛头中d)100011王店通CRK2+922中间600X1200右12王店互通十字路曰左1)二800(八角)停止当13王店丑通十字路口右D=800(八角)停止刍14王店通CRK2+984中间600X1200右15王店互通CRK3+017中间600X1200右16王店口通CRK3+070左AF100I-17王店丑通CRK3+200左D=800%18王店通CRK3+291中间600X1200右19王店互通CRK3+355中间600X1200右20王店〃•通CRK3+4001)=80021王由砂CRK4+000中间600X1200右22王店互通CRK4+078左A=1100T23王店互通FK0+094/1<t)100024王店互通收费站岛头中4)100025王店通收费站岛中6100026王店通收费站岛头中d)100027王店互通收费站岛头中d)100028王店互通BK0+628左100029王店互通BK0+500左右800*600诱导机30王店五通CK0+840左01000mm+1000X500匝道31王店互通CK0+665左4)1000Pt32王店互通DK0+180右中1000匝道33王店丑通EK0+275左(1)1000%34王店五通EK0+430左01000mm+1000X500lO双柱式1主线K4+400K129+540右4350X48002主线K4+700K129+840右4600X20003主线K5+400K130+540左5800X36004主线K6+060K131+200左5800X36005主线K6+500K131+640左4350X48006主线K9+500K134+640右4350X48007主线K9+800K134+940右4500X2500敬喉<+2350X10003000X25004500X3500+2350X10004500X35004500X3500+2350X10004500X3500+2350X10004500X3500+2350X10004500X3500+2350X10003400X25003400X25004000X24004500X2000+2880X6604500X2000+2880X660■*W■*w■*ww■*1rw1rKI30+560KI30+982K131+560KI32+340K134+160KI34+660CRK3+260CRK3+390FK0+094FK0+080K5+420K5+842K6+420K7+200K9+020K9+520CRK2+940CRK3+200CRK3+440FKO+275FK0+100AK0+050T+HT006o一—111—COLQ9z006o一—13主线K7+200K132+340左2(3000X4400)+3(3000X3100)14主线K7+420K132+560右2(4500X3500)+2350X100015主线K8+520K133+660左2(4500X3500)+2350X100016主线K8+900K134+040右2(3