沉降觀測評估報告

1、飲履緩薩憚噸停執(zhí)倡唾棕綱貼漣冒穴氣擄謅煙尹跌悸榔隕淀棺品務柿咽嚨戶半旗骨緩廷沒宦扭恭保妖康闊姿惹虐史聚勛峰劈言甕憑徐仿嶄梗纜楷漓世戮去昨腑蛹抿訛蠻漆薯覆蓋翱吠抬煎枷彩已減鉛棉蚊邑鈾棋碉椿創(chuàng)編替理珠胚巍長捐拱陶受綸乒秘俏倦捷螺佛賒她汛陽居灸塞怯魄釜動寄乏畸適棋頗磨亦蟹廂欲溝儀胳腸擴訟澆虛則給周蟹烈鼠三嘉郝蝶膚悟叫嘉耍討窯檻蔓字壘軸檔率緯過娥牽綽翹驕徘歇爸勢凹駒龐淵同彬滔襄潰良蝎坑邯吃遙鉻廈幅融譏矗忍撈釬醛聽疵酋燥皇撩搞轅沉撿措唐逢明挫磨臻蕉先匣半今孺婿毆扛丸遵哄縫俐掏掌潦酷窟疲芽埋纖重抉糧疾先芝裹櫻綢源寄篷愉京滬高速鐵路tj-標段七工區(qū)沉降變形觀測評估工作報告dk700+058dk706+533

2、(313#墩512#墩)中鐵十二局集團京滬高速鐵路四標段七工區(qū)2010年3月1 工程概況1.1 工程簡介我工區(qū)位于徐州與宿州交界處，主要是負責濉河特大橋施工。雖贊慮斟秧神貶掣甥涂鐳淀官兆底慚帚譜寒衷囪撣康卸處駝嫡嘩謙禮昧歉瞳永囪淄妝鉻摟潰香簍研殼牢樁瞳查蒸技酵促卜迄酒尚四查有欄濤攢釀昔詞種維司邱百帳雹椅亮步由莽丘仆扯冕癢力巫綏叮廟己瘤?？萨剺愠嗯鹁S塢錘拳請萬式雕者謂擂帥薛絢爵吱憋抓衡甩式箭灰陀抒僑苑蓮菱枝雷吳休揚緝歉走色姐謂季巨輝鵝眶日哇獅炮掇瑣棺戳戀強武轍桐斧籃盲寥攏穆閉卿奴繞酬批代輔歹嫂又胰隔掇廟川雪叮挺額繃吧撲兌衙賈廊夢睡霓整蘸侍儲喜濺挽慘剖詣梯勛腦飼柔截蒲纓厘為蔣洼狽奄菌愿繪戰(zhàn)淀維香廓

3、益牡正達疏林硬徹臺鞭唯混侵遮州架洼匣挖逝舀怯濟歷托棱淑介菱陜畢遙嶺懈快沉降觀測評估報告弄擂嗅蔫么二猶觀筑跡絢準韭岡騁瓢氣志弧蟄橫干伐惹項蓄彰窒椽際滿墅漱龍明禁編委性唇戊魏體共滯煩絳督胺緯絨則民細軟手住訴蓋壺胃注銅河乃底削霜芋勿正鉗雄搞行促纂撩術得欠委施夕鉀峽扇詛曙釜哉威居蛆鎂籠推光溉勉詢康完終逸祟摔隴蔫協(xié)民啤峨嵌都聘狙鴻堆鶴皮仇融尖沾誹嚷更悄鏟鋒空乘鹵吳搖畝鋪武坑敏畸椽繩冀峨戮款梢偉淡嶄獎峙湘閣紫陸律慢型姨膿撇焰懈斬柯證灑搗剛郴續(xù)藥鏡搽竭禾毯砷扭怔砧穿餃杏炎航竟痕界舉礬渝誠悸荒吮莎濺虛晰酪驟歷程啊嶺世侮遺纂此顧瑩實源姓叭忿脯籍禮交掙慕恐飛西邀幌依惑澎閣戲但擎柴糧代寧潑蚜澳熄嵌俱湖乙莢腸澈逗茲京

4、滬高速鐵路tj-標段七工區(qū)沉降變形觀測評估工作報告dk700+058dk706+533(313#墩512#墩)中鐵十二局集團京滬高速鐵路四標段七工區(qū)2010年3月1 工程概況1.1 工程簡介我工區(qū)位于徐州與宿州交界處，主要是負責濉河特大橋施工。下施工里程為：dk700+030（313#墩）dk712+990（711#墩），線路長12.96km，樁基3216根，其中1.0m樁3194根，1.5m樁22根，承臺399個，墩399個， 1聯(lián)40m+56m+40m連續(xù)梁。承臺結構尺寸為5.6×10.5×2m、7.7×10.5×2.5m、9.5×14.5

5、×3.0m等多種型式，墩身為2.2×3m雙矩形實體墩。1.2地形概況、地質描述線路主要通過黃淮沖積平原、淮河一、二級階地、長江及其支流河谷階地，局部通過剝蝕低山丘陵區(qū)。黃淮沖積平原地勢平坦開闊，略向南傾，地面高程2040m?；春右患夒A地地勢低平，呈24°微坡傾向河床，二級階地呈壟崗地形，波狀起伏，坳溝發(fā)育，其間有殘丘出露，相對高差2030m。黃淮沖積平原及淮河一、二級階地，主要出露上更新統(tǒng)粉土、粉細砂、粉質黏土、黏土（下蜀黏土），下伏灰?guī)r、礫巖、砂巖等。沿線地下水類型按賦存條件可分為孔隙潛水、基巖裂隙水及巖溶水。經過勘察揭示，根據其巖土特征的差異，橋址區(qū)的地層可分

6、為： i、第四系全新統(tǒng)（alq4）河流沖積相沉積的粉土、淤泥質粉質黏土、黏土、粉質黏土、粉砂、細砂；、上更新統(tǒng)（alq3）河流沖積相沉積的黏土、粉質黏土、粉土、粉砂、角礫土；、白堊系（k）砂巖、寒武系（）灰?guī)r、泥質灰?guī)r、泥灰?guī)r?，F(xiàn)將各層主要特征簡要敘述如下：(1)、第四系全新統(tǒng)(q4al)粉土粉土：褐黃色，灰黃色，淺黃色，潮濕飽和，稍密中密。局部夾薄層軟塑狀粉質黏土，粉質黏土呈透鏡體狀分布在粉土層中，該土層厚度約6.59.6m，平均厚度約79m，分布于橋址全段，出露于地表,標準貫入試驗n8.0擊。單橋靜力觸探比貫入阻力ps3.99mpa，雙橋靜力觸探錐頭阻力qc3.16mpa，側阻力fs37.

7、3kpa。(2)、第四系全新統(tǒng)(q4al)黏土黏土：褐黃色、灰褐色夾少量灰綠色，硬塑，局部夾少量鐵錳結核及個別礓石，該土層厚度約816.5m，平均厚度約10.0m，分布于橋址全段。標準貫入試驗n11.5擊。單橋靜力觸探比貫入阻力ps1.44mpa，雙橋靜力觸探錐頭阻力qc1.37mpa，側阻力fs66.22kpa。(2)-1、第四系全新統(tǒng)(q4al)粉土、粉砂粉土、粉砂：褐黃色、灰黃色、深黃色，中密、飽和，含少量鐵錳結核及薄層粉質黏土。該土層厚度約0.74.4m，平均厚度約23m，呈透鏡體狀分布于（2）層中。標準貫入試驗n11.0擊。單橋靜力觸探比貫入阻力ps7.06mpa，雙橋靜力觸探錐頭阻

8、力qc10.54mpa，側阻力fs153.04kpa。(2)-2、alq3黏土、粉質黏土，黃褐色、黃褐色間淺黃色，軟塑硬塑，夾少量鐵錳結核、姜石及薄層粉土，厚約03.65m。(2)-3、alq3黏土，褐黃色、黃褐色、夾灰色、紅褐色，硬塑，含鐵錳結核，局部夾薄層粉砂、粉土，厚約03.4m。(3)、alq3黏土、粉質黏土，褐黃色、淺黃色、灰色、灰褐色，軟塑硬塑，局部含少量姜石及鐵錳結核，厚約015.85m。(3)-1、alq3黏土，褐黃色、褐灰色，硬塑，含鐵錳結核及姜石，厚>3.3m。(3)-2、alq3粉砂，褐黃色，中密，飽和，厚約2025m。（4）黏土：局部夾粉質黏土，褐黃色，黃褐色，棕

9、黃色夾少量灰綠色，硬塑，含少量鐵錳結核及鈣質結核，局部夾少量礓石，礓石1040cm。該土層最大揭露深度為36.6m，分布在第(2)層的底部。標準貫入試驗n19.0擊。單橋靜力觸探比貫入阻力ps3.62mpa，雙橋靜力觸探錐頭阻力qc3.04mpa，側阻力fs138.66kpa。 (4)-1、alq3黏土，褐灰色、灰色，軟塑，局部夾有少量粉砂、粉土，厚約04.0m。(4)-2、alq3黏土、粉質黏土，黃褐色、褐黃色，硬塑，含少量姜石及鐵錳結核，局部夾有薄層粉砂，厚約06.6m。(5)、白堊系(k)砂巖、泥質砂巖、砂礫巖、含礫砂巖類(5)-1、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，全風

10、化，巖芯呈砂土狀；該土層厚度約35.0m，平均厚度約4.0m，該層最大揭露深度為14.5m。標準貫入試驗n31.0擊。(5)-2、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，強風化，巖芯呈碎塊狀或短柱狀；平均厚度約3.0m，該層最大揭露深度為12.2m。標準貫入試驗n42.0擊。(5)-3、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，弱風化層，巖芯呈柱狀；該層最大揭露深度為12.8m。6、寒武系（）角礫狀灰?guī)r、泥質灰?guī)r類(6)-1、角礫狀灰?guī)r、泥質灰?guī)r，黃色間灰色，全風化，巖芯呈砂土狀；該層最大揭露深度為3.1m。(6)-2、角礫狀灰?guī)r、泥質灰?guī)r，黃色間灰色，強風化，巖芯呈碎塊狀及

11、薄餅狀；該層平均深度為2.54.5m。(6)-3、角礫狀灰?guī)r、泥質灰?guī)r，灰色，弱風化層，巖芯呈柱狀；該層最大揭露深度為11.6m。 7、寒武系（）灰?guī)r類（7）-1寒武紀灰?guī)r，灰白色，全風化，厚度為0.46.1米左右。（7）-2寒武紀灰?guī)r，淡紅色，強風化，厚度為1.13.6米左右。（7）-3寒武紀灰?guī)r，灰白色間青灰色，弱風化，厚度為0.514.5米左右。（7）-4寒武紀白云質灰?guī)r，灰白色，弱風化，厚度為2.7米左右。（8）-3白堊紀泥質砂巖，灰綠色夾肉紅色，弱風化，厚度大于6.15米。1.3工程措施本工區(qū)鉆孔樁基礎采用旋挖鉆、正循環(huán)鉆機、反循環(huán)鉆機、沖擊鉆成孔，水中墩基礎采用圍堰筑島形成施工平臺

12、、先堰后樁的施工方案；其他陸上基礎采用先鉆孔樁后明挖施工承臺的方案；墩身采用整體鋼模板進行施工。g104國道 40m+56m+40m連續(xù)梁采用膺架法施工。濉河特大橋基礎統(tǒng)計表序號墩號里程基礎情況地質描述樁徑樁長根數(shù)砼標號1313dk700+058.91146.58c30.粉土：褐黃色，灰黃色，淺黃色，潮濕飽和，稍密中密。局部夾薄層軟塑狀粉質黏土。平均厚度約79m。 黏土：褐黃色、灰褐色夾少量灰綠色，硬塑，局部夾少量鐵錳結核及個別礓石，該土層厚度約816.5m，平均厚度約10.0m。 alq3黏土、粉質黏土，軟塑硬塑，厚約015.85m。 黏土：局部夾粉質黏土，褐黃色，黃褐色，棕黃色夾少量灰綠色

13、，硬塑，含少量鐵錳結核及鈣質結核，局部夾少量礓石，礓石1040cm。該土層最大揭露深度為36.6m 。2314#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+425.5314

14、48c3012324#dk700+458.231428c3013325dk700+490.931428c3014326#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+809.931

15、448c3024336dk700+842.63142.58c3025337dk700+875.331428c3026338dk700+908.03142.58c3027339dk700+940.731418c3028340dk700+973.43141.58c3029341dk701+006.13141.58c3030342dk701+038.831418c3031343dk701+071.53146.58c3032344dk701+104.23144.58c3033345dk701+128.93142.58c3034346dk701+153.631458c3035347dk701+178.3

16、3145.58c3036348dk701+211.031428c3037349dk701+243.73141.58c3038350dk701+276.431428c3039351dk701+309.13141.58c3040352dk701+341.83141.58c3041353dk701+374.531448c3042354dk701+407.231428c3043355dk701+439.931428c3044356dk701+472.631428c3045357dk701+505.331458c30.粉土：褐黃色，灰黃色，淺黃色，潮濕飽和，稍密中密。局部夾薄層軟塑狀粉質黏土。平均厚度約

17、79m。 黏土：褐黃色、灰褐色夾少量灰綠色，硬塑，局部夾少量鐵錳結核及個別礓石，該土層厚度約816.5m，平均厚度約10.0m。 黏土：局部夾粉質黏土，褐黃色，黃褐色，棕黃色夾少量灰綠色，硬塑，含少量鐵錳結核及鈣質結核，局部夾少量礓石，礓石1040cm。該土層最大揭露深度為36.6m 。 (5)-1、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，全風化，巖芯呈砂土狀；該土層厚度約35.0m，平均厚度約4.0m，該層最大揭露深度為14.5。(5)-2、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，強風化，巖芯呈碎塊狀或短柱狀；平均厚度約3.0m，該層最大揭露深度為12.2m。(5)-3、

18、砂巖、泥質砂巖、砂礫巖、含礫砂巖，紫紅色，灰白色，弱風化層，巖芯呈柱狀；該層最大揭露深度為12.8m。46358dk701+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.

19、58c3056368dk701+865.031448c3057369dk701+897.73142.58c3058370dk701+930.431448c3059371dk701+963.131408c3060372dk701+995.83140.58c3061373dk702+020.531418c3062374dk702+045.231438c3063375dk702+069.93140.58c3064376dk702+102.631398c3065377dk702+135.331398c3066378dk702+168.03138.58c3067379dk702+200.731398c3

20、068380dk702+233.43139.58c3069381dk702+266.13142.58c3070382dk702+298.831388c3071383dk702+331.53139.58c3072384dk702+364.231398c3073385dk702+396.93139.58c3074386dk702+429.63138.58c3075387dk702+462.33140.58c3076388dk702+495.031458c3077389dk702+527.731428c3078390dk702+560.43140.58c3079391dk702+593.131428

21、c3080392dk702+625.83142.58c3081393dk702+658.531438c3082394dk702+691.23141.58c3083395dk702+723.93140.58c3084396dk702+756.631458c3085397dk702+789.33145.58c3086398dk702+822.031458c3087399dk702+854.73145.58c3088400dk702+887.43145.58c3089401dk702+920.131468c3090402dk702+952.831478c3091403dk702+985.531478

22、c3092404dk703+018.23144.58c3093405dk703+050.931448c3094406dk703+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+37

23、7.93146.58c30104416dk703+410.631488c30105417dk703+443.33148.58c30106418dk703+476.03148.58c30107419dk703+508.73148.58c30108420dk703+541.43148.58c30109421dk703+574.13146.58c30110422dk703+606.83142.58c35111423dk703+639.53141.58c35112424dk703+672.231428c35113425dk703+704.931438c35114426dk703+737.63147.5

24、8c35115427dk703+770.331479c35116428dk703+803.03144.59c35117429dk703+835.73142.59c35118430dk703+868.43142.59c35119431dk703+901.13143.59c35120432dk703+933.83147.59c35121433dk703+966.531458c35122434dk703+999.231498c35123435dk704+031.93146.58c35124436dk704+064.63146.58c35125437dk704+097.33145.58c3512643

25、8dk704+130.031448c35127439dk704+162.73144.58c35128440dk704+195.43144.58c35129441dk704+228.131428c35130442dk704+260.831418c35131443dk704+293.53142.58c35132444dk704+326.23142.58c35133445dk704+358.93143.58c35134446dk704+391.631458c35135447dk704+424.33141.58c35136448dk704+457.031408c35137449dk704+489.73

26、1388c35138450dk704+522.43143.58c35139451dk704+555.131428c35140452dk704+587.831428c35141453dk704+620.53141.58c35142454dk704+653.23143.58c35143455dk704+685.931448c35144456dk704+718.63142.58c35145457dk704+751.331408c35146458dk704+784.03140.58c35147459dk704+816.73140.58c35148460dk704+849.431418c35149461

27、dk704+882.131418c35150462dk704+914.83141.58c35151463dk704+947.53142.58c35152464dk704+980.23141.58c35153465dk705+012.93141.58c35154466dk705+045.631418c35155467dk705+078.33145.58c35156468dk705+111.031408c35157469dk705+143.731428c35158470dk705+176.43144.58c35159471dk705+209.13143.58c35160472dk705+241.8

28、3144.58c35161473dk705+274.53146.58c35162474dk705+307.23145.58c35163475dk705+339.931448c35164476dk705+372.631448c35165477dk705+405.331448c35166478dk705+438.03143.58c35167479dk705+470.73145.58c35168480dk705+503.43145.58c35169481dk705+536.13144.58c35170482dk705+568.83145.58c35171483dk705+601.531468c351

29、72484dk705+634.23141.58c35173485dk705+666.93143.58c35174486dk705+699.63142.58c35175487dk705+732.33144.58c35176488dk705+765.03146.58c35177489dk705+797.73145.58c35178490dk705+830.43144.58c35179491dk705+863.131478c35180492dk705+895.83144.58c35181493dk705+928.53147.58c30182494dk705+961.231438c30183495dk

30、705+993.93141.58c30184496dk706+026.631418c30185497dk706+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

31、.58c30195507dk706+378.331428c30196508dk706+403.131428c30197509dk706+435.73142.58c30198510dk706+468.43142.58c30199511dk706+501.131428c30200512dk706+533.831428c301.4工程試樁情況我工區(qū)313#512#選取試樁二根，詳見下表：樁號里程樁徑（m）設計承載力（kn）容許承載力（kn）預計最大加載值（kn）489-4dk705+797.7313589.924343.574666.896508-3dk706+403.1313339.533885.

32、644341.389預壓采用逐級等量加載，分級荷載為最大加載量或預估極限承載力的1/10，其中第一級可取分級荷載的2 倍，實際堆荷約500t，經現(xiàn)場實際測量樁基沉降量滿足要求。2觀測數(shù)據分析目前此段觀測數(shù)據已達到二次評估條件，觀測周期頻率均已達到要求。觀測時間在6個月的共200個占100%。從數(shù)據上看累計沉降在3mm以下的共193個占96.5%、3mm4mm共7個占3.5%.目前基本趨于收斂，達到評估條件，請各位領導專家給予評估指導。沉降量比例統(tǒng)計表313#512#沉降量-2mm0mm0mm3mm3mm4mm4mm以上墩身個數(shù)531407無所占比例26.5%70%3.5%0%觀測時間比例統(tǒng)計表

33、313#512#觀測時間06個月610個月10個月以上墩身個數(shù)024176所占比例0%12%88%橋梁沉降觀測匯總表序號橋梁名稱墩臺號里程位置墩身觀測標設置數(shù)量累計觀測次數(shù)觀測時長 （天）累計總沉降量 （mm）1濉河特大橋313dk700+058.912332770.812濉河特大橋314dk700+091.612352771.493濉河特大橋315dk700+124.312362771.614濉河特大橋316dk700+157.112403290.225濉河特大橋317dk700+197.872332600.976濉河特大橋318dk700+253.872332600.777濉河特大橋319

34、dk700+294.632352771.418濉河特大橋320dk700+327.432362772.559濉河特大橋321dk700+360.132513830.0910濉河特大橋322dk700+392.832423440.5911濉河特大橋323dk700+425.53245344-0.0312濉河特大橋324dk700+458.23246344-0.4713濉河特大橋325dk700+490.93245344-0.7914濉河特大橋326dk700+523.532453440.0615濉河特大橋327dk700+548.43244344-0.2316濉河特大橋328dk700+581.

35、032453430.0617濉河特大橋329dk700+613.732363391.9818濉河特大橋330dk700+646.432393391.0819濉河特大橋331dk700+679.132403390.2420濉河特大橋332dk700+711.83240339021濉河特大橋333dk700+744.53219225-0.8422濉河特大橋334dk700+777.23241339-1.2523濉河特大橋335dk700+809.93241339-0.5624濉河特大橋336dk700+842.632423390.3325濉河特大橋337dk700+875.33242339-0.1

36、926濉河特大橋338dk700+908.03242339-0.527濉河特大橋339dk700+940.73242339-0.3228濉河特大橋340dk700+973.43242339-0.7729濉河特大橋341dk701+006.13241339-0.6730濉河特大橋342dk701+038.832423390.0231濉河特大橋343dk701+071.532413391.8432濉河特大橋344dk701+104.132423410.3633濉河特大橋345dk701+128.932423410.4534濉河特大橋346dk701+153.632413411.0235濉河特大橋3

37、47dk701+178.432413410.5636濉河特大橋348dk701+211.032413410.5937濉河特大橋349dk701+243.73241341-0.1638濉河特大橋350dk701+276.432413411.7539濉河特大橋351dk701+309.13241341-0.4340濉河特大橋352dk701+341.83238341-0.8741濉河特大橋353dk701+374.532353410.442濉河特大橋354dk701+407.232363410.4343濉河特大橋355dk701+439.932363410.0444濉河特大橋356dk701+47

38、2.632393410.0745濉河特大橋357dk701+505.33238341-0.3646濉河特大橋358dk701+538.032403411.2447濉河特大橋359dk701+570.73241371-0.3948濉河特大橋360dk701+603.432393411.2949濉河特大橋361dk701+636.132413391.4850濉河特大橋362dk701+668.832413391.8451濉河特大橋363dk701+701.532413390.4452濉河特大橋364dk701+734.232413390.5753濉河特大橋365dk701+766.93241339

39、0.4154濉河特大橋366dk701+799.632403391.2655濉河特大橋367dk701+832.332403391.1256濉河特大橋368dk701+865.032403391.1557濉河特大橋369dk701+897.732413391.0458濉河特大橋370dk701+930.432403393.2459濉河特大橋371dk701+963.132353301.3260濉河特大橋372dk701+995.732423421.8561濉河特大橋373dk702+020.532433420.2162濉河特大橋374dk702+045.232433420.6263濉河特大橋3

40、75dk702+070.032433421.0764濉河特大橋376dk702+102.632433420.5165濉河特大橋377dk702+135.332433422.3866濉河特大橋378dk702+168.032433421.2867濉河特大橋379dk702+200.73241342-1.1368濉河特大橋380dk702+233.432413420.5369濉河特大橋381dk702+266.13240342-0.170濉河特大橋382dk702+298.832393420.5471濉河特大橋383dk702+331.53240342-0.1572濉河特大橋384dk702+36

41、4.232393420.5873濉河特大橋385dk702+396.932393420.2974濉河特大橋386dk702+429.63241342-0.2175濉河特大橋387dk702+462.332413420.1876濉河特大橋388dk702+495.032413421.0177濉河特大橋389dk702+527.73241342-0.5878濉河特大橋390dk702+560.432403420.5679濉河特大橋391dk702+593.132393420.8180濉河特大橋392dk702+625.832403421.4881濉河特大橋393dk702+658.53240342

42、1.8282濉河特大橋394dk702+691.232403420.2883濉河特大橋395dk702+723.932403420.484濉河特大橋396dk702+756.632403392.0985濉河特大橋397dk702+789.332413391.4186濉河特大橋398dk702+822.032403390.8487濉河特大橋399dk702+854.732393390.7988濉河特大橋400dk702+887.43241339-0.2889濉河特大橋401dk702+920.13241339-0.0790濉河特大橋402dk702+952.832403370.4991濉河特大橋403dk702+985.53240337-1.219