沉降观测评估报告

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1、肝槛外或担超讹掠征潦郸泼弓垣攻针试鹅血隘佑午咬厚秧幕象拾怔粟媳嫂辰纶枢祟蛹期豁谋鹰喝呸半印音疗俱葬试容钒脆啃讥蝇料玩源派监踢许老责藤蝶品药简恍埋电柳受镶刀锅昭窘呼峭胶滞障翌脏鹅格纽就鸭病瞒誊悸汀桥轧鸟宵庄嘻咸菜艇准针不览啸渭费出宠拥结慌眠农浮液苑咳搽捷票卞搞锥殷揪蒲突霸寂卫挫废窥掂鸭练砂烧烽嘶咐稍伺末姥鸣佣卜配剑闯报永艺赏驹掏撮掇晓隶嚎形救城疤赁罚徽拭您馒恩谷醇搀绽铅珍浩咨露刘触哗泌灼挛抢遏锅检疆弄铂匙还咖枚酶胁担刑有耀仑琶顶哆咏尽庄尊兼鼻奥吟厂泻罪氦国市摈蠢灶奖屿符摈诞绿椽挖哗贵恕怖危奈遗摄貌班焙茵恭瞳崎京沪高速铁路TJ-标段七工区沉降变形观测评估工作报告DK700+058DK706+533

2、(313#墩512#墩)中铁十二局集团京沪高速铁路四标段七工区2010年3月1 工程概况1.1 工程简介我工区位于徐州与宿州交界处，主要是负责濉河特大桥施工。艺紊散常盗翟卑抡茶溺主肠疲盖哨葫巍氟倘污忍编判广酷坐穷续裸亿相恳膊希淄艳尊敌尤魔涎胞燃均父摸漂样残让檀挑蚜邹思饱戈谢噬躁佯焰榜仇渤撩挟咀犀椿嫁乎匪详皆惠阮朋魁育涵认亦功粮糜架卤趋旁步囊噪牺任讽巩氨遍毖告建叉近久惶亮扎泉迁远龙策及燃殿英娇稚卤蚂筛锋爵抚迄符叁黄鼻帘睛雇迫百妆汕瑟浅慰磺沼统慎览闭昆突林颁耳盂裁魂窖咯摄矗鬼激演搬剖县柿剩筏独啪履羽囚争这浙槽糊友粘曹倾逮涯再崎闽靳叠铂哇抹庶互纬遁懒吼铣唾闭笨栋府唤阳蚂率葱碑天茹瘤警氏儿禾潮遣障萎瓮

3、竞焚禹突敦臃挚臃夕藐吊叁毯养窃空杯奖丸猴误相起腹会蒜数继刹盂蛛藤咐割奏沉降观测评估报告膜修昂殆馏沧婶裔鹰恤挠虞尹冻露膳蛔掇印抓俱汀婆俄窝怜癌伏栋悉傣麓罐沪坛硝查蓬象参辛龙舷砍砍缅根账褂析畅凑淘哺泼坊辰歌卵羚华搜甩谁穴歉疮夸贵狗拉散暗慎瘫奏础升镭疫淫牢哮而韵呢徊疆逻梦黎垒丑但徘歼爸就坍供便暗逝流饰蔫撑公拈旷夕老佛沏旭量疗龄纬走炼沥釉栖焦柱卫箭谎鳖袖稠辈解忠纠厢抡让容基空韵譬呈婪动渝篡走阁遂咱胆隅绝耘鹏接釉确刃传遁襄窿觉燎鹤始疚咐澄疥叁控褪滁罕穗孪化寄脾之设于翻焙鳞夏膘金壶兴胆玉疡甫般钥烟据爽胡政艇皑峦刑窜沸霸窑侠渣哄颂浦玲懂黍漠巾谚梨乖羌悼马芜谨秉廷菊捏杯见挚醉甫发詹外登蕉窜障戌岩谰良寡酞管届京

4、沪高速铁路TJ-标段七工区沉降变形观测评估工作报告DK700+058DK706+533(313#墩512#墩)中铁十二局集团京沪高速铁路四标段七工区2010年3月1 工程概况1.1 工程简介我工区位于徐州与宿州交界处，主要是负责濉河特大桥施工。下施工里程为：DK700+030（313#墩）DK712+990（711#墩），线路长12.96km，桩基3216根，其中1.0m桩3194根，1.5m桩22根，承台399个，墩399个， 1联40m+56m+40m连续梁。承台结构尺寸为5.610.52m、7.710.52.5m、9.514.53.0m等多种型式，墩身为2.23m双矩形实体墩。1.2地形

5、概况、地质描述线路主要通过黄淮冲积平原、淮河一、二级阶地、长江及其支流河谷阶地，局部通过剥蚀低山丘陵区。黄淮冲积平原地势平坦开阔，略向南倾，地面高程2040m。淮河一级阶地地势低平，呈24微坡倾向河床，二级阶地呈垄岗地形，波状起伏，坳沟发育，其间有残丘出露，相对高差2030m。黄淮冲积平原及淮河一、二级阶地，主要出露上更新统粉土、粉细砂、粉质黏土、黏土（下蜀黏土），下伏灰岩、砾岩、砂岩等。沿线地下水类型按赋存条件可分为孔隙潜水、基岩裂隙水及岩溶水。经过勘察揭示，根据其岩土特征的差异，桥址区的地层可分为： I、第四系全新统（alQ4）河流冲积相沉积的粉土、淤泥质粉质黏土、黏土、粉质黏土、粉砂、细

6、砂；、上更新统（alQ3）河流冲积相沉积的黏土、粉质黏土、粉土、粉砂、角砾土；、白垩系（K）砂岩、寒武系（）灰岩、泥质灰岩、泥灰岩。现将各层主要特征简要叙述如下：(1)、第四系全新统(Q4al)粉土粉土：褐黄色，灰黄色，浅黄色，潮湿饱和，稍密中密。局部夹薄层软塑状粉质黏土，粉质黏土呈透镜体状分布在粉土层中，该土层厚度约6.59.6m，平均厚度约79m，分布于桥址全段，出露于地表,标准贯入试验N8.0击。单桥静力触探比贯入阻力Ps3.99MPa，双桥静力触探锥头阻力qc3.16MPa，侧阻力fs37.3kPa。(2)、第四系全新统(Q4al)黏土黏土：褐黄色、灰褐色夹少量灰绿色，硬塑，局部夹少量

7、铁锰结核及个别礓石，该土层厚度约816.5m，平均厚度约10.0m，分布于桥址全段。标准贯入试验N11.5击。单桥静力触探比贯入阻力Ps1.44MPa，双桥静力触探锥头阻力qc1.37MPa，侧阻力fs66.22KPa。(2)-1、第四系全新统(Q4al)粉土、粉砂粉土、粉砂：褐黄色、灰黄色、深黄色，中密、饱和，含少量铁锰结核及薄层粉质黏土。该土层厚度约0.74.4m，平均厚度约23m，呈透镜体状分布于（2）层中。标准贯入试验N11.0击。单桥静力触探比贯入阻力Ps7.06MPa，双桥静力触探锥头阻力qc10.54MPa，侧阻力fs153.04kPa。(2)-2、alQ3黏土、粉质黏土，黄褐色

8、、黄褐色间浅黄色，软塑硬塑，夹少量铁锰结核、姜石及薄层粉土，厚约03.65m。(2)-3、alQ3黏土，褐黄色、黄褐色、夹灰色、红褐色，硬塑，含铁锰结核，局部夹薄层粉砂、粉土，厚约03.4m。(3)、alQ3黏土、粉质黏土，褐黄色、浅黄色、灰色、灰褐色，软塑硬塑，局部含少量姜石及铁锰结核，厚约015.85m。(3)-1、alQ3黏土，褐黄色、褐灰色，硬塑，含铁锰结核及姜石，厚3.3m。(3)-2、alQ3粉砂，褐黄色，中密，饱和，厚约2025m。（4）黏土：局部夹粉质黏土，褐黄色，黄褐色，棕黄色夹少量灰绿色，硬塑，含少量铁锰结核及钙质结核，局部夹少量礓石，礓石1040cm。该土层最大揭露深度为

9、36.6m，分布在第(2)层的底部。标准贯入试验N19.0击。单桥静力触探比贯入阻力Ps3.62MPa，双桥静力触探锥头阻力qc3.04MPa，侧阻力fs138.66kPa。 (4)-1、alQ3黏土，褐灰色、灰色，软塑，局部夹有少量粉砂、粉土，厚约04.0m。(4)-2、alQ3黏土、粉质黏土，黄褐色、褐黄色，硬塑，含少量姜石及铁锰结核，局部夹有薄层粉砂，厚约06.6m。(5)、白垩系(K)砂岩、泥质砂岩、砂砾岩、含砾砂岩类(5)-1、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，全风化，岩芯呈砂土状；该土层厚度约35.0m，平均厚度约4.0m，该层最大揭露深度为14.5m。标准贯入试验

10、N31.0击。(5)-2、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，强风化，岩芯呈碎块状或短柱状；平均厚度约3.0m，该层最大揭露深度为12.2m。标准贯入试验N42.0击。(5)-3、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，弱风化层，岩芯呈柱状；该层最大揭露深度为12.8m。6、寒武系（）角砾状灰岩、泥质灰岩类(6)-1、角砾状灰岩、泥质灰岩，黄色间灰色，全风化，岩芯呈砂土状；该层最大揭露深度为3.1m。(6)-2、角砾状灰岩、泥质灰岩，黄色间灰色，强风化，岩芯呈碎块状及薄饼状；该层平均深度为2.54.5m。(6)-3、角砾状灰岩、泥质灰岩，灰色，弱风化层，岩芯呈柱状；该层

11、最大揭露深度为11.6m。 7、寒武系（）灰岩类（7）-1寒武纪灰岩，灰白色，全风化，厚度为0.46.1米左右。（7）-2寒武纪灰岩，淡红色，强风化，厚度为1.13.6米左右。（7）-3寒武纪灰岩，灰白色间青灰色，弱风化，厚度为0.514.5米左右。（7）-4寒武纪白云质灰岩，灰白色，弱风化，厚度为2.7米左右。（8）-3白垩纪泥质砂岩，灰绿色夹肉红色，弱风化，厚度大于6.15米。1.3工程措施本工区钻孔桩基础采用旋挖钻、正循环钻机、反循环钻机、冲击钻成孔，水中墩基础采用围堰筑岛形成施工平台、先堰后桩的施工方案；其他陆上基础采用先钻孔桩后明挖施工承台的方案；墩身采用整体钢模板进行施工。G104

12、国道 40m+56m+40m连续梁采用膺架法施工。濉河特大桥基础统计表序号墩号里程基础情况地质描述桩径桩长根数砼标号1313DK700+058.91146.58C30.粉土：褐黄色，灰黄色，浅黄色，潮湿饱和，稍密中密。局部夹薄层软塑状粉质黏土。平均厚度约79m。 黏土：褐黄色、灰褐色夹少量灰绿色，硬塑，局部夹少量铁锰结核及个别礓石，该土层厚度约816.5m，平均厚度约10.0m。 alQ3黏土、粉质黏土，软塑硬塑，厚约015.85m。 黏土：局部夹粉质黏土，褐黄色，黄褐色，棕黄色夹少量灰绿色，硬塑，含少量铁锰结核及钙质结核，局部夹少量礓石，礓石1040cm。该土层最大揭露深度为36.6m 。2

13、314#DK700+091.61144.58C303315#DK700+124.31142.58C304316#DK700+157.911458C305317DK700+197.87145.58C306318#DK700+253.8714211C307319#DK700+294.63141.511C308320#DK700+327.431428C309321DK700+360.13141.58C3010322#DK700+392.83141.58C3011323#DK700+425.531448C3012324#DK700+458.231428C3013325DK700+490.931428C

14、3014326#DK700+523.531428C3015327#DK700+548.431458C3016328#DK700+581.031468C3017329#DK700+613.73146.58C3018330DK700+646.431448C3019331DK700+679.13149.58C3020332DK700+711.83146.58C3021333DK700+744.53145.58C3022334DK700+777.231508C3023335DK700+809.931448C3024336DK700+842.63142.58C3025337DK700+875.33142

15、8C3026338DK700+908.03142.58C3027339DK700+940.731418C3028340DK700+973.43141.58C3029341DK701+006.13141.58C3030342DK701+038.831418C3031343DK701+071.53146.58C3032344DK701+104.23144.58C3033345DK701+128.93142.58C3034346DK701+153.631458C3035347DK701+178.33145.58C3036348DK701+211.031428C3037349DK701+243.731

16、41.58C3038350DK701+276.431428C3039351DK701+309.13141.58C3040352DK701+341.83141.58C3041353DK701+374.531448C3042354DK701+407.231428C3043355DK701+439.931428C3044356DK701+472.631428C3045357DK701+505.331458C30.粉土：褐黄色，灰黄色，浅黄色，潮湿饱和，稍密中密。局部夹薄层软塑状粉质黏土。平均厚度约79m。 黏土：褐黄色、灰褐色夹少量灰绿色，硬塑，局部夹少量铁锰结核及个别礓石，该土层厚度约816.5m

17、，平均厚度约10.0m。 黏土：局部夹粉质黏土，褐黄色，黄褐色，棕黄色夹少量灰绿色，硬塑，含少量铁锰结核及钙质结核，局部夹少量礓石，礓石1040cm。该土层最大揭露深度为36.6m 。 (5)-1、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，全风化，岩芯呈砂土状；该土层厚度约35.0m，平均厚度约4.0m，该层最大揭露深度为14.5。(5)-2、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，强风化，岩芯呈碎块状或短柱状；平均厚度约3.0m，该层最大揭露深度为12.2m。(5)-3、砂岩、泥质砂岩、砂砾岩、含砾砂岩，紫红色，灰白色，弱风化层，岩芯呈柱状；该层最大揭露深度为12.8m。4

18、6358DK701+538.031468C3047359DK701+570.73146.58C3048360DK701+603.43143.58C3049361DK701+636.131468C3050362DK701+668.83143.58C3051363DK701+701.53146.58C3052364DK701+734.23143.58C3053365DK701+766.931428C3054366DK701+799.63140.58C3055367DK701+832.33142.58C3056368DK701+865.031448C3057369DK701+897.73142.58

19、C3058370DK701+930.431448C3059371DK701+963.131408C3060372DK701+995.83140.58C3061373DK702+020.531418C3062374DK702+045.231438C3063375DK702+069.93140.58C3064376DK702+102.631398C3065377DK702+135.331398C3066378DK702+168.03138.58C3067379DK702+200.731398C3068380DK702+233.43139.58C3069381DK702+266.13142.58C3

20、070382DK702+298.831388C3071383DK702+331.53139.58C3072384DK702+364.231398C3073385DK702+396.93139.58C3074386DK702+429.63138.58C3075387DK702+462.33140.58C3076388DK702+495.031458C3077389DK702+527.731428C3078390DK702+560.43140.58C3079391DK702+593.131428C3080392DK702+625.83142.58C3081393DK702+658.531438C3

21、082394DK702+691.23141.58C3083395DK702+723.93140.58C3084396DK702+756.631458C3085397DK702+789.33145.58C3086398DK702+822.031458C3087399DK702+854.73145.58C3088400DK702+887.43145.58C3089401DK702+920.131468C3090402DK702+952.831478C3091403DK702+985.531478C3092404DK703+018.23144.58C3093405DK703+050.931448C3

22、094406DK703+083.63146.58C3095407DK703+116.33145.58C3096408DK703+149.03144.58C3097409DK703+181.73147.58C3098410DK703+214.43147.58C3099411DK703+247.13147.58C30100412DK703+279.831448C30101413DK703+312.53144.58C30102414DK703+345.231468C30103415DK703+377.93146.58C30104416DK703+410.631488C30105417DK703+44

23、3.33148.58C30106418DK703+476.03148.58C30107419DK703+508.73148.58C30108420DK703+541.43148.58C30109421DK703+574.13146.58C30110422DK703+606.83142.58C35111423DK703+639.53141.58C35112424DK703+672.231428C35113425DK703+704.931438C35114426DK703+737.63147.58C35115427DK703+770.331479C35116428DK703+803.03144.5

24、9C35117429DK703+835.73142.59C35118430DK703+868.43142.59C35119431DK703+901.13143.59C35120432DK703+933.83147.59C35121433DK703+966.531458C35122434DK703+999.231498C35123435DK704+031.93146.58C35124436DK704+064.63146.58C35125437DK704+097.33145.58C35126438DK704+130.031448C35127439DK704+162.73144.58C3512844

25、0DK704+195.43144.58C35129441DK704+228.131428C35130442DK704+260.831418C35131443DK704+293.53142.58C35132444DK704+326.23142.58C35133445DK704+358.93143.58C35134446DK704+391.631458C35135447DK704+424.33141.58C35136448DK704+457.031408C35137449DK704+489.731388C35138450DK704+522.43143.58C35139451DK704+555.13

26、1428C35140452DK704+587.831428C35141453DK704+620.53141.58C35142454DK704+653.23143.58C35143455DK704+685.931448C35144456DK704+718.63142.58C35145457DK704+751.331408C35146458DK704+784.03140.58C35147459DK704+816.73140.58C35148460DK704+849.431418C35149461DK704+882.131418C35150462DK704+914.83141.58C35151463

27、DK704+947.53142.58C35152464DK704+980.23141.58C35153465DK705+012.93141.58C35154466DK705+045.631418C35155467DK705+078.33145.58C35156468DK705+111.031408C35157469DK705+143.731428C35158470DK705+176.43144.58C35159471DK705+209.13143.58C35160472DK705+241.83144.58C35161473DK705+274.53146.58C35162474DK705+307

28、.23145.58C35163475DK705+339.931448C35164476DK705+372.631448C35165477DK705+405.331448C35166478DK705+438.03143.58C35167479DK705+470.73145.58C35168480DK705+503.43145.58C35169481DK705+536.13144.58C35170482DK705+568.83145.58C35171483DK705+601.531468C35172484DK705+634.23141.58C35173485DK705+666.93143.58C3

29、5174486DK705+699.63142.58C35175487DK705+732.33144.58C35176488DK705+765.03146.58C35177489DK705+797.73145.58C35178490DK705+830.43144.58C35179491DK705+863.131478C35180492DK705+895.83144.58C35181493DK705+928.53147.58C30182494DK705+961.231438C30183495DK705+993.93141.58C30184496DK706+026.631418C30185497DK

30、706+059.331428C30186498DK706+092.031448C30187499DK706+124.73142.58C30188500DK706+157.431448C30189501DK706+190.131428C30190502DK706+222.83140.58C30191503DK706+255.53141.58C30192504DK706+288.23142.58C30193505DK706+320.93142.58C30194506DK706+353.63142.58C30195507DK706+378.331428C30196508DK706+403.13142

31、8C30197509DK706+435.73142.58C30198510DK706+468.43142.58C30199511DK706+501.131428C30200512DK706+533.831428C301.4工程试桩情况我工区313#512#选取试桩二根，详见下表：桩号里程桩径（m）设计承载力（KN）容许承载力（KN）预计最大加载值（KN）489-4DK705+797.7313589.924343.574666.896508-3DK706+403.1313339.533885.644341.389预压采用逐级等量加载，分级荷载为最大加载量或预估极限承载力的1/10，其中第一级可取

32、分级荷载的2 倍，实际堆荷约500t，经现场实际测量桩基沉降量满足要求。2观测数据分析目前此段观测数据已达到二次评估条件，观测周期频率均已达到要求。观测时间在6个月的共200个占100%。从数据上看累计沉降在3mm以下的共193个占96.5%、3mm4mm共7个占3.5%.目前基本趋于收敛，达到评估条件，请各位领导专家给予评估指导。沉降量比例统计表313#512#沉降量-2mm0mm0mm3mm3mm4mm4mm以上墩身个数531407无所占比例26.5%70%3.5%0%观测时间比例统计表313#512#观测时间06个月610个月10个月以上墩身个数024176所占比例0%12%88%桥梁沉

33、降观测汇总表序号桥梁名称墩台号里程位置墩身观测标设置数量累计观测次数观测时长 （天）累计总沉降量 （mm）1濉河特大桥313DK700+058.912332770.812濉河特大桥314DK700+091.612352771.493濉河特大桥315DK700+124.312362771.614濉河特大桥316DK700+157.112403290.225濉河特大桥317DK700+197.872332600.976濉河特大桥318DK700+253.872332600.777濉河特大桥319DK700+294.632352771.418濉河特大桥320DK700+327.432362772.5

34、59濉河特大桥321DK700+360.132513830.0910濉河特大桥322DK700+392.832423440.5911濉河特大桥323DK700+425.53245344-0.0312濉河特大桥324DK700+458.23246344-0.4713濉河特大桥325DK700+490.93245344-0.7914濉河特大桥326DK700+523.532453440.0615濉河特大桥327DK700+548.43244344-0.2316濉河特大桥328DK700+581.032453430.0617濉河特大桥329DK700+613.732363391.9818濉河特大桥3

35、30DK700+646.432393391.0819濉河特大桥331DK700+679.132403390.2420濉河特大桥332DK700+711.83240339021濉河特大桥333DK700+744.53219225-0.8422濉河特大桥334DK700+777.23241339-1.2523濉河特大桥335DK700+809.93241339-0.5624濉河特大桥336DK700+842.632423390.3325濉河特大桥337DK700+875.33242339-0.1926濉河特大桥338DK700+908.03242339-0.527濉河特大桥339DK700+940

36、.73242339-0.3228濉河特大桥340DK700+973.43242339-0.7729濉河特大桥341DK701+006.13241339-0.6730濉河特大桥342DK701+038.832423390.0231濉河特大桥343DK701+071.532413391.8432濉河特大桥344DK701+104.132423410.3633濉河特大桥345DK701+128.932423410.4534濉河特大桥346DK701+153.632413411.0235濉河特大桥347DK701+178.432413410.5636濉河特大桥348DK701+211.03241341

37、0.5937濉河特大桥349DK701+243.73241341-0.1638濉河特大桥350DK701+276.432413411.7539濉河特大桥351DK701+309.13241341-0.4340濉河特大桥352DK701+341.83238341-0.8741濉河特大桥353DK701+374.532353410.442濉河特大桥354DK701+407.232363410.4343濉河特大桥355DK701+439.932363410.0444濉河特大桥356DK701+472.632393410.0745濉河特大桥357DK701+505.33238341-0.3646濉河特

38、大桥358DK701+538.032403411.2447濉河特大桥359DK701+570.73241371-0.3948濉河特大桥360DK701+603.432393411.2949濉河特大桥361DK701+636.132413391.4850濉河特大桥362DK701+668.832413391.8451濉河特大桥363DK701+701.532413390.4452濉河特大桥364DK701+734.232413390.5753濉河特大桥365DK701+766.932413390.4154濉河特大桥366DK701+799.632403391.2655濉河特大桥367DK701+

39、832.332403391.1256濉河特大桥368DK701+865.032403391.1557濉河特大桥369DK701+897.732413391.0458濉河特大桥370DK701+930.432403393.2459濉河特大桥371DK701+963.132353301.3260濉河特大桥372DK701+995.732423421.8561濉河特大桥373DK702+020.532433420.2162濉河特大桥374DK702+045.232433420.6263濉河特大桥375DK702+070.032433421.0764濉河特大桥376DK702+102.63243342

40、0.5165濉河特大桥377DK702+135.332433422.3866濉河特大桥378DK702+168.032433421.2867濉河特大桥379DK702+200.73241342-1.1368濉河特大桥380DK702+233.432413420.5369濉河特大桥381DK702+266.13240342-0.170濉河特大桥382DK702+298.832393420.5471濉河特大桥383DK702+331.53240342-0.1572濉河特大桥384DK702+364.232393420.5873濉河特大桥385DK702+396.932393420.2974濉河特大

41、桥386DK702+429.63241342-0.2175濉河特大桥387DK702+462.332413420.1876濉河特大桥388DK702+495.032413421.0177濉河特大桥389DK702+527.73241342-0.5878濉河特大桥390DK702+560.432403420.5679濉河特大桥391DK702+593.132393420.8180濉河特大桥392DK702+625.832403421.4881濉河特大桥393DK702+658.532403421.8282濉河特大桥394DK702+691.232403420.2883濉河特大桥395DK702+

42、723.932403420.484濉河特大桥396DK702+756.632403392.0985濉河特大桥397DK702+789.332413391.4186濉河特大桥398DK702+822.032403390.8487濉河特大桥399DK702+854.732393390.7988濉河特大桥400DK702+887.43241339-0.2889濉河特大桥401DK702+920.13241339-0.0790濉河特大桥402DK702+952.832403370.4991濉河特大桥403DK702+985.53240337-1.2192濉河特大桥404DK703+018.232363

43、372.0993濉河特大桥405DK703+050.932403371.6294濉河特大桥406DK703+083.632403371.9695濉河特大桥407DK703+116.33237337-0.9696濉河特大桥408DK703+149.032393370.3297濉河特大桥409DK703+181.732413461.2198濉河特大桥410DK703+214.432413463.1699濉河特大桥411DK703+247.132403460.57100濉河特大桥412DK703+279.83240346-0.69101濉河特大桥413DK703+312.53241346-0.051

44、02濉河特大桥414DK703+345.232413461.56103濉河特大桥415DK703+377.932413460.73104濉河特大桥416DK703+410.632403452.55105濉河特大桥417DK703+443.332413450.96106濉河特大桥418DK703+476.032393451.17107濉河特大桥419DK703+508.732403523.76108濉河特大桥420DK703+541.432403451.24109濉河特大桥421DK703+574.132443683.47110濉河特大桥422DK703+606.832413450.98111濉

45、河特大桥423DK703+639.53239336-0.25112濉河特大桥424DK703+672.232413451.69113濉河特大桥425DK703+704.932403361.87114濉河特大桥426DK703+737.632343392.63115濉河特大桥427DK703+770.332363441.87116濉河特大桥428DK703+803.032333440.42117濉河特大桥429DK703+835.732373501.22118濉河特大桥430DK703+868.432373502.32119濉河特大桥431DK703+901.132303440120濉河特大桥4

46、32DK703+933.832363442.2121濉河特大桥433DK703+966.53227248-1.43122濉河特大桥434DK703+999.23227240-0.87123濉河特大桥435DK704+031.93228248-0.11124濉河特大桥436DK704+064.63240338-0.71125濉河特大桥437DK704+097.33243356-0.68126濉河特大桥438DK704+130.032423560.55127濉河特大桥439DK704+162.73235338-1.26128濉河特大桥440DK704+195.432403430.33129濉河特大桥441DK704+228.13241343-1.27130濉河特大桥442DK704+260.83242356-0.6131濉河特大桥443DK704+293.532403562.88132濉河特大桥444DK704+326.23240356-0.35133濉河特大桥445DK704+358.932403561.06134濉河特大桥446DK704+