勘探点数据一览表
勘探点数据及岩土层分层厚度表
编制：杨泽宇校对：闫昌华审核：金建明附表：1
勘探点数据及岩土层分层厚度表
工程名称：枝江市宁港物流有限公司姚家港物流园单位：米
编制：杨泽宇校对：闫昌华审核：金建明附表：3
勘探点数据及岩土层分层厚度表
工程名称：枝江市宁港物流有限公司姚家港物流园
单位：米
编制：杨泽宇校对：闫昌华审核：金建明附表：5
勘探点数据及岩土层分层厚度表
工程名称：枝江市宁港物流有限公司姚家港物流园单位：米
编制：杨泽宇校对：闫昌华审核：金建明附表：7
勘探点数据及岩土层分层厚度表
工程名称：枝江市宁港物流有限公司姚家港物流园单位：米
勘探点数据及岩土层分层厚度表
工程名称：枝江市宁港物流有限公司姚家港物流园单位：米。
地质勘探表格
地层名称
厚度（米）
主要成分
地质结构
资料来源
备注
A
上第四系
30
黏土
层理发育
地质剖面
-
B
第三系
50
砂岩
斜交层理
钻孔记录
含水层可能存在
这只是地质勘探表格的简单示例，实际使用中需要根据项目需求和勘探目的进行调整。表格中的字段可能包括深度、岩石类型、颜色、结构、质地、含矿物组成、样品编号、目测含水量、粒度分布、每米抗压强度、地层名称、厚度、主要成分、地质结构、资料来源等信息。
地质勘探表格通常用于记录和整理地质勘探过程中的数据和观测结果。这些表格可以根据勘探的具体目的和地质特征而有所不同。以下是一个简化的地质勘探表格的示例，供参考：
1.岩心记录表格：
深度（米）
岩石类型
颜色
结构
质地
含矿物组成
其他备注
0-10
砂岩
米黄色
层理平行
粗粒
石英、长石
-
10-20
泥岩
灰色
褶皱
粉状
伊利石、云母
含水量高
...
...
...
...
...
...
...
2.岩土样品分析表格：
样品编号
深度（米）
类型
目测含水量
粒度分布
每米抗压强度
其他特征
001
0-5
粘性土
20%
30%粉土
200 kPa
湿陷性较大
002
5-10
砂质土
10%
50%砂
500 kPa
密实度适中
...
...
...
...
勘探孔数据一览表
74085.98
74928.03
4.58
69.20
1.60
取土样钻孔
Z27
74093.49
74941.59
4.58
66.10
1.50
标贯及动探孔
Z28
74089.16
74968.30
4.30
68.00
1.70
标贯及动探孔
Z29
74097.24
74984.68
4.52
61.30
1.60
取土样钻孔
4.40
70.80
1.60
鉴别钻孔
Z45
74061.46
74943.30
4.43
81.20
1.70
取土样钻孔
Z46
74061.46
74968.30
4.33
61.50
1.50
鉴别钻孔
Z47
74061.46
74993.30
3.81
59.00
1.60
重型动力触探孔
Z48
74061.46
75018.30
4.00
73983.96
74858.65
4.54
65.50
1.40
取岩样及标贯及动探孔
Z92
7398பைடு நூலகம்.86
74879.96
4.43
68.00
1.20
鉴别钻孔
Z93
73983.96
鉴别钻孔
Z22
74090.86
74845.68
4.79
76.20
1.60
标贯及动探孔
Z23
74100.66
74862.56
勘探孔一览表
5.76
0.50
5.75
0.50
5.74
0.50
5.74
0.60
5.75
0.60
5.80
0.50
5.63
0.50
5.65
0.50
5.60
0.50
5.67
0.50
5.60
0.50
5.60
0.60
5.78
南京建筑工程学院工程勘察研究所 工程负责人_________
校对_________
共4页第3页
南京建筑工程学院工程勘察研究所 工程负责人_________
30 G30
标贯
68039.13 95348.20 6.20
31 G31
标贯+取土
68023.34 95331.46 6.33
32 G32
标贯
68024.40 95346.00 6.26
33 G33
钻探孔
68016.36 95331.93 6.30
南京建筑工程学院工程勘察研究所 工程负责人_________
5 G5
标贯+取土
68174.82 95396.68 6.10
6 G6
标贯
68175.88 95412.60 6.09
7 G7
取土
68162.05 95323.07 6.02
8 G8
标贯
68164.43 95340.44 6.10
9 G9
标贯+取土
68165.44 95363.35 6.18
10 G10
5.76
0.30
5.80
0.40
5.59
0.30
5.70
勘探点一览表
静探原状样扰动样水样双桥静探深度(m)1取土试样钻孔100.8412.00612.002静力触探试验孔100.5912.0012.003静力触探试验孔100.5712.0012.004取土试样钻孔100.5512.00612.005静力触探试验孔100.5712.0012.006静力触探试验孔100.6012.0012.007取土试样钻孔100.5412.00612.008静力触探试验孔100.5212.0012.009静力触探试验孔100.5712.0012.0010静力触探试验孔100.5012.0012.0011取土试样钻孔100.5812.00612.0012静力触探试验孔100.5612.0012.0013静力触探试验孔100.6512.0012.0014取土试样钻孔100.5312.00612.0015静力触探试验孔100.5512.0012.0016静力触探试验孔100.5012.0012.0017取土试样钻孔100.5512.00612.0018静力触探试验孔100.5612.0012.0019静力触探试验孔100.4512.0012.0020静力触探试验孔100.4912.0012.0021取土试样钻孔100.5012.00612.0022静力触探试验孔100.5612.0012.0023静力触探试验孔100.5412.0012.0024取土试样钻孔100.4812.00612.0025静力触探试验孔100.4612.0012.0026静力触探试验孔100.5012.0012.0027取土试样钻孔100.1712.00612.0028取土试样钻孔100.4512.00612.0029静力触探试验孔100.4912.0012.0030静力触探试验孔100.5012.0012.0031取土试样钻孔100.5612.00612.0032静力触探试验孔100.5412.0012.0033静力触探试验孔100.4812.0012.0034取土试样钻孔100.4612.00612.0035静力触探试验孔100.5012.0012.0036静力触探试验孔100.1712.0012.0037取土试样钻孔100.7012.00612.0038静力触探试验孔100.7612.0012.0039静力触探试验孔100.6012.0012.0040取土试样钻孔100.4812.00612.0041静力触探试验孔100.4712.0012.0042静力触探试验孔100.3812.0012.0043取土试样钻孔100.4912.00612.0044静力触探试验孔100.3312.0012.0045静力触探试验孔100.3012.0012.0046静力触探试验孔100.5012.0012.00标贯(次)勘探点编号勘探点类型地面标高(m)钻探深度(m)取样个数47取土试样钻孔100.5112.00612.00 48静力触探试验孔100.4012.0012.00 49静力触探试验孔100.3712.0012.00 50取土试样钻孔100.4112.00612.00 51静力触探试验孔100.3412.0012.00 52静力触探试验孔100.3512.0012.00 53取土试样钻孔100.0812.00612.00 54静力触探试验孔100.3012.0012.00 55静力触探试验孔100.4012.0012.00 56静力触探试验孔100.4512.0012.00 57取土试样钻孔100.6412.00612.00 58静力触探试验孔100.2812.0012.00 59静力触探试验孔100.1212.0012.00 60取土试样钻孔100.0112.00612.00 61静力触探试验孔99.8712.0012.00 62静力触探试验孔99.7712.0012.00 63取土试样钻孔99.3312.00612.00 64取土试样钻孔100.4012.00612.00 65静力触探试验孔100.4512.0012.00 66静力触探试验孔100.6412.0012.00 67取土试样钻孔100.2812.00612.00 68静力触探试验孔100.1212.0012.00 69静力触探试验孔100.0112.0012.00 70取土试样钻孔99.8712.00612.00 71静力触探试验孔99.7712.0012.00 72静力触探试验孔99.7712.0012.00864.00144864.00。
勘探点数据一览表
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
附表9-1
制表：苗永梅校对：陈春林审核：王亨林
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林附表9-2
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
附表9-3
制表：苗永梅校对：陈春林审核：王亨林
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林附表9-4
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林附表9-6
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林附表9-7
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
制表：苗永梅校对：陈春林审核：王亨林附表9-8
成都地铁3号线一期工程初步勘察阶段岩土工程勘察
钻探成果一览表
附表9-9
制表：苗永梅校对：陈春林审核：王亨林。
地勘报告(岩土工程勘察报告)精编版
1 概述我院受**房地产开发有限公司的委托，对其拟建的**项目进行岩土工程详细勘察。
该项目位于**经济技术开发区**路与宏兴路交汇处东北角，由上海市**建筑设计院有限公司负责设计。
1.1 工程概况本工程由8幢33层高层公寓（编号16～23#）、15幢6+1层多层洋房（编号1～15#）、5幢2～3层商业（编号S-2～S-6）、1幢2层公建配套（编号S-1）及2处无上部结构地下室（1处位于高层公寓之间（S-4～S-6商业位于其上）、1处位于多层洋房之间）组成。
详见建筑物概况一览表1.1。
建筑物概况一览表表1.1该工程重要性等级一～二级，地基基础设计等级除高层公寓为甲级外，其余单体均为丙级；本工程抗震设防烈度6度，建筑物抗震设防类别为标准设防类（丙类）建筑；地下室基坑支护结构安全等级为三级。
1.2 勘察目的和任务本次岩土工程勘察阶段为详细勘察阶段。
在通过与业主、设计院沟通的前提下，根据本工程的特点，为确定建筑物和深基坑基础类型、基础形式和施工方法提供工程地质和水文地质资料，具体勘察的主要内容如下：1、查明建筑范围内的地层结构、各岩土层的类型、性质、深度、分布、工程特性和变化规律、分析和评价地基的稳定性、均匀性和承载力，查明不良地质作用，可液化土层和特殊性岩土的分布及其对桩基的危害程度，并提出防治措施的建议；2、查明地层结构和岩土埋藏条件、物理力学性质，持力层及下卧软弱层的埋藏深度、厚度、性状及其变化，对岩土的均匀性、强度和变形性状做出的评价，提供地基变形的计算参数、预测建筑物的变形特征；3、划分场地类别及抗震地段；4、查明水文地质条件（包括地下水的埋藏条件），提供地下水位及变化幅度和规律，评价其对地基基础、地下室和施工边坡稳定性的影响；5、判定环境土和水对建筑材料的腐蚀性，判定地基土及地下水在建筑物施工和使用期间可能产生的变化及其对工程的影响，提出防治措施和建议，提供基础开挖稳定计算所需的岩土技术参数，论证和评价基坑开挖、降水对周围环境的影响；6、提出经济合理的地基基础设计方案建议，提供天然地基承载力；采用桩基础，对桩基类型、适宜性、持力层选择提出建议；提供桩端土承载力、桩周土摩擦力和变形计算的有关参数；评价沉桩可能性，论证桩的施工条件及其对环境的影响，对桩基施工中应注意的问题提出意见。
勘探点主要数据一览表
2.50
3.10 7.60 2.70 3.40
2.20 1.80
0.80 0.90 2.30
5.50 5.80 8.00 5.80 8.00
9.60 9.20 9.60
97.19 97.55 97.67 1 2 2 2 1 2
1
2.90 1.40 2.50 2.40 0.70
2.20
2.00
1
1.60 2.80 2.00 4.50 2.60 3.20 4.30 3.50 6.00 6.00 4.50 4.50 2.80 3.50 6.00
1.60 1.00
5.80 8.10
1 1
2
5.10 4.00
1.60 1.50
1.00 1.50
2.00 2.70
3.10 1.30
5.90 5.90
2 1
1 1 1
小计 制表：
418.80
26.60
5.10
79.10
31.20 校对：
11.30
2.50
30.60
0.00
29.00
49.50
145.90 审核：
表1-2
潜水水位 埋深(m) 标高(m) 土/岩 样 (件) 取样、测试 标贯 (次) 动探 (段)
粉土④ 粉砂⑤ 卵石⑥ 中砂⑦
ZK31 ########### ########## 暂未施工 ZK32 ########### ########## 暂未施工 ZK33 ########### ########## 暂未施工 ZK34 ########### ########## 106.79 ZK35 ########### ########## 106.75 ZK36 ########### ########## 107.27 ZK37 ########### ########## 106.80 ZK38 ########### ########## 107.82 ZK39 ########### ########## 108.23 ZK40 ########### ########## 107.95 ZK41 ########### ########## 108.68 ZK42 ########### ########## 109.10 ZK43 ########### ########## 109.49 ZK44 ########### ########## 109.28 ZK45 ########### ########## 109.73 ZK46 ########### ########## 108.88 ZK47 ########### ########## 108.97 ZK48 ########### ########## 108.94 ZK49 ########### ########## 109.58 ZK50 ########### ########## 109.62 ZK51 ########### ########## 109.82 ZK52 ########### ########## 108.91 ZK53 ########### ########## 暂未施工 ZK54 ########### ########## 暂未施工 ZK55 ########### ########## 暂未施工 ZK56 ########### ########## 109.75 ZK57 ########### ########## 109.70 ZK58 ########### ########## 暂未施工 ZK59 ########### ########## 109.47 ZK60 2725060.429 ########## 109.35 19.00 17.40 0.30 0.50 17.80 20.10 0.70 2.20 19.80 21.30 21.50 17.50 16.00 15.80 20.10 14.00 17.80 17.50 14.70 20.10 20.10 13.70 21.20 19.00 16.80 21.90 15.70 0.80 0.50 0.80 0.90 1.20 1.20 1.20 5.70 4.10 4.50 1.20 0.80 1.10 4.00
勘探点地层一览表
Q4al Q4al
el
2.30
24.64
22.34
7.60
9.90
0.70
5.10 7.10 5.00
22.34 17.24 10.14
17.24 10.14 5.14
9.90 15.00 22.10
15.00 22.10 27.10
5.40 8.60 3.70
23.08 17.68 9.08
17.68 9.08 5.38
9.60 15.00 23.60
15.00 23.60 27.30
4.70 9.30 4.10
22.86 18.16 8.86
18.16 8.86 4.76
9.80 14.50 23.80
14.50 23.80 27.90
3.20 9.80 4.20
23.29 20.09 10.29
20.09 10.29 6.09
27.21 24.91
24.91 23.11
5.30 7.60
7.60 9.40 2.50 24.95
2.40 11.00 3.00
23.04 20.64 9.64
20.64 9.64 6.64
9.60 12.00 23.00
12.00 23.00 26.00
5.70 7.90 5.90
23.11 17.41 9.51
层顶 高程 (m) 32.51 28.91
ZK6 层底 高程 (m) 28.91 27.21
ZK7 层顶 深度 (m) 0.00 3.60 层底 深度 (m) 3.60 5.30 层 厚 (m) 3.70 3.80 层顶 高程 (m) 32.45 28.75
2.30 2.30 25.34 23.04 7.30 9.60 1.80
勘探点主要数据一览表(1)
(m)
2555750.56 2555759.17 2555761.66 2555771.72 2555781.22 2555743.66 2555728.41 2555712.26 2555698.78 2555683.54
864832.28 864848.08 864851.37 864872.11 864887.83 864856.84 864866.14 864875.30 864883.44 864892.21
864641.91 864661.51 864651.55 864674.63 864663.86 864684.15 864746.97 864767.85 864743.61 864760.03 864774.59 864790.33 864716.51 864700.73 864687.56 864697.65 864714.86 864728.36 864743.31 864758.72 864770.22 864783.23 864794.75 864683.32 864698.70 864705.67 864722.58 864737.18 864751.97 864766.18 864779.42 864794.61 864713.80 864730.66
标准贯入试验孔 取土试样钻孔
鉴别孔 标准贯入试验孔 取土试样钻孔 取土标贯钻孔 取土试样钻孔 取土试样钻孔 标准贯入试验孔 取土标贯钻孔 取土试样钻孔 圆锥动力触探试验孔 圆锥动力触探试验孔
鉴别孔 取土试样钻孔 圆锥动力触探试验孔 取土标贯钻孔 取土试样钻孔
鉴别孔 取土标贯钻孔 取土标贯钻孔 标准贯入试验孔 取土试样钻孔 取土试样钻孔
(m)
2555869.57 2555877.42 2555883.71 2555891.84 2555898.65 2555847.08 2555851.57 2555839.16 2555859.92 2555864.37 2555861.47 2555862.50 2555874.83 2555883.22 2555893.44 2555842.53 2555846.67 2555856.25 2555865.38 2555874.10 2555832.60 2555836.05 2555845.22 2555854.04 2555819.24 2555811.72 2555807.05 2555794.31 2555798.34 2555809.03 2555775.72 2555779.54 2555790.52 2555801.64
附表1：勘探点一览表
共7页第1页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)1M4Z2-SJSQL-01波速试验孔14621238582.466107965.952928.72628532827.42 1.32014.12.012014.12.032M4Z2-SJSQL-03抽水试验孔14669.4238625.179107988.923328.212325.31 2.92014.11.272014.11.303M4Z2-SJSQL-04取土标贯钻孔14682.6238655.39107959.6112728.084722.88 5.22014.11.272014.11.304M4S2-SJSQL-01抽水试验孔14757.9238724.877107991.1521227.5526.1 1.452014.08.152014.08.155M4Z2-SJSQL-05标准贯入试验孔14764.6238709.777108032.3423127.611425.6122014.11.262014.11.296M4Z2-SJSQL-06取土标贯钻孔14805.7238743.026108057.743027.6211525.32 2.32014.11.272014.11.297M4Z2-SJSQL-07波速试验孔14823.6238781.337108022.76631.127.583528632825.38 2.22014.11.272014.11.308M4Z2-TJQ-01鉴别孔14923.6238866.941108074.79529.227.14624.34 2.82014.11.272014.11.299M4Z2-TJQ-02标准贯入试验孔14948.2238872.455108117.4222627.15224.55 2.62014.11.252014.11.2610M4Z2-TJQ-03取土标贯钻孔15003.6238938.262108111.1833026.926324.32 2.62014.11.252014.11.2711M4Z2-TJQ-04波速试验孔150********.2108176.8873326.77130723024.67 2.12014.11.242014.11.2612M4Z2-TJQ-05标准贯入试验孔15122.3239045.494108162.37430.62724.2 2.82014.11.242014.11.2713M4Z2-TJQ-06取土标贯钻孔15175.9239070.398108230.84736.127.362125.06 2.32014.11.222014.11.2614M4Z2-TJQ-07鉴别孔15244.1239154.52108216.5122727.061424.76 2.32014.11.242014.11.2715M4Z2-TJQ-08取土试样钻孔15298.2239178.645108287.2842627.55623.5542014.11.212014.11.2416M4Z2-TJQ-09取土标贯钻孔15373.5239268.571108277.59229.227.722426562624.12 3.62014.11.232014.11.2617M4Z2-TJQ-10取土标贯钻孔15436239302.834108347.2012828.1311224.83 3.32014.11.212014.11.2318M4Z2-TJQ-11鉴别孔15482.8239367.406108324.6272528.88624.58 4.32014.11.212014.11.2319M4Z2-TJQ-12抽水试验孔15540.5239393.978108398.8242630.6317828.2 2.42014.11.192014.11.2220M4Z2-TJQ-13取土试样钻孔155********.785108366.0662431.82930.8212014.11.232014.11.2521M4Z2-TJQ-14标准贯入试验孔15651.3239491.102108451.9512733.83132.8312014.11.172014.11.1922M4Z2-TJQ-15取土标贯钻孔15729.2239587.488108435.2142836.35835.3512014.11.192014.11.2223M4Z2-TJQ-16鉴别孔15777.6239605.378108506.0452938.83637.8312014.11.172014.11.2024M4Z2-TJQ-17取土试样钻孔15842.9239690.247108484.363439.43938.4312014.11.162014.11.2425M4Z2-TJQ-18取土标贯钻孔158********.847108566.9553440.8712439.8712014.11.162014.11.1826M4Z2-TJQ-19波速试验孔15967.8239800.734108540.9733943.128135893542.1212014.11.162014.11.1927M4Z2-TJQ-20标准贯入试验孔16019.7239824.103108610.1853645.5344.5312014.11.192014.11.2228M4Z2-TJQ-21取土标贯钻孔16033.3239854.656108580.6774146.73343.7332014.11.262014.12.0129M4Z2-TQL-01鉴别孔16390.7240145.133108796.72633.741.26637.2642014.11.162014.11.1930M4Z2-TQL-02鉴别孔16433.9240206.923108771.5433038.24134.04 4.22014.11.132014.11.16青岛地矿岩土工程有限公司制表：校核：审核：青岛市地铁4号线工程勘察二标段初步勘察阶段地下稳定水位勘探开始日期钻探深度(m)地面高程(m)电阻率测点数取样个数标贯试验(次)重型动探(m)附表1 勘探点一览表勘探终止日期备 注序号勘探点编号勘探点类型里程坐标纵波测点数横波测点数共7页第2页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)31M4Z2-TQL-03取土标贯钻孔16478.8240234.591108814.1163235.6816132.88 2.82014.11.152014.11.1932M4Z2-TQL-04标准贯入试验孔16533.8240296.543108816.4972632.96128.66 4.32014.11.132014.11.1533M4Z2-TQL-05波速试验孔16597.3240341.432108866.48130.129.331227742726.83 2.52014.11.142014.11.1734M4Z2-TQL-06取土标贯钻孔166********.428108874.9922527.6723525.27 2.42014.11.142014.11.1635M4Z2-TQL-07鉴别孔16711.9240441.436108922.6752726.956723.86 3.12014.11.142014.11.1536M4Z2-TQL-08取土试样钻孔16777.6240513.553108926.7953027.44313424.54 2.92014.11.142014.11.1537M4Z2-TQL-09取土标贯钻孔16836.8240553.285108978.5592827.394274123.89 3.52014.11.142014.11.1638M4Z2-TQL-10标准贯入试验孔16894.4240617.88108979.4683528.06422.76 5.32014.11.162014.11.2039M4Z2-TQL-11取土标贯钻孔16953.9240656.119109034.6283628.7635 1.76525.26 3.52014.11.282014.12.0240M4Z2-TQL-12鉴别孔17016.5240726.802109034.0493228.85225.15 3.72014.11.162014.11.2241M4Z2-TQL-13抽水试验孔17062.3240754.186109080.9013628.9226221.627.32014.11.252014.11.2942M4Z2-TQL-14取土试样钻孔17130.5240815.29109111.1243329.251126.55 2.72014.11.232014.11.2843M4Z2-TQL-15取土标贯钻孔17215.2240868.888109174.7853528.4341376226.03 2.42014.11.072014.11.1144M4Z2-TQL-16标准贯入试验孔17262.1240936.085109172.0573329.733127.43 2.32014.11.222014.11.2545M4Z2-TQL-17鉴别孔17351.8240950.296109271.0173027.43 1.924.83 2.62014.11.022014.11.0546M4Z2-TQL-18波速试验孔17395.1241001.309109292.9863327.2223332613224.62 2.62014.11.062014.11.0847M4Z2-TQL-19取土标贯钻孔17472.5241000.163109373.2022627.01214222.61 4.42014.11.062014.11.0848M4Z2-TQL-20标准贯入试验孔17491241022.654109387.4362827.24922.41 4.82014.11.032014.11.0549M4Z2-SLJXZ-02波速试验孔175********.308109490.1392825.9228 1.326392620.2 5.72014.11.072014.11.0950M4Z2-SLJXZ-04波速试验孔17639.6241030.538109535.5272525.92567 1.625272522.22 3.72014.11.062014.11.0751M4Z2-SLJXZ-06圆锥动力触探试验孔17724.1241038.281109620.2782426.164522.36 3.82014.11.062014.11.0852M4Z2-SLJXZ-05抽水试验孔17726.4241006.435109621.9192625.58519.78 5.82014.11.052014.11.0753M4Z2-SLJXZ-07取土标贯钻孔17764.6241002.601109661.2432525.013360.71721.0142014.11.042014.11.0654M4Z2-TLL-01波速试验孔17824.6241016.717109722.7362824.67294227492821.07 3.62014.10.282014.11.0155M4Z2-TLL-03抽水试验孔17949241044.195109845.14832.524.91317.87.12014.11.032014.11.0656M4Z2-TLL-04波速试验孔180********.52109903.3653125.232 1.730593020 5.22014.11.022014.11.0557M4Z2-TLL-06取土标贯钻孔181********.429110018.3482925.841225220.04 5.82014.10.272014.10.3058M4Z2-TLL-08鉴别孔18250.6241152.158110128.8222926.071263 1.620.67 5.42014.10.272014.10.2859M4Z2-TLL-09取土标贯钻孔18344.6241139.55110229.123227.22223.6 3.62014.11.022014.11.0660M4Z2-TLL-10鉴别孔18372.9241181.209110247.50228.426.712326023.31 3.42014.10.252014.10.27青岛地矿岩土工程有限公司制表：校核：审核：备 注电阻率测点数纵波测点数横波测点数地下稳定水位勘探开始日期勘探终止日期坐标钻探深度(m)地面高程(m)取样个数标贯试验(次)重型动探(m)青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表序号勘探点编号勘探点类型里程共7页第3页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)61M4Z2-TLL-11鉴别孔18433.5241164.645110314.4762827.251325.2522014.10.272014.10.2962M4Z2-TLL-12圆锥动力触探试验孔18475.5241212.486110344.8572727.111423.91 3.22014.10.262014.10.2963M4Z2-TLL-13鉴别孔18564.9241194.955110449.52831.229.65123.95 5.72014.11.022014.11.0564M4Z2-TLL-14取土标贯钻孔186********.412110460.7062727.84270.9431224.74 3.12014.10.252014.10.2865M4Z2-TLL-15标准贯入试验孔18666.7241266.055110531.8512529.45826.2 3.22014.11.012014.11.0266M4Z2-TLL-17取土标贯钻孔187********.925110610.7432430.483745228.28 2.22014.11.022014.11.0467M4Z2-SLSKJC-02波速试验孔18859.2241435.541110631.1583032.3530833028.55 3.82014.10.312014.11.0268M4Z2-SLSKJC-04波速试验孔18920.4241492.073110654.9552730.9926.19 4.82014.10.302014.11.0169M4Z2-SLSKJC-03鉴别孔18953.4241509.336110692.99925.232.5227.42 5.12014.10.282014.11.0170M4S2-TLZ-01抽水试验孔20577.1242993.896111245.7731233.132.60.52014.08.102014.08.1071M4Z2-SZSDL-01圆锥动力触探试验孔20698.2243122.206111264.8182235.932133.73 2.22014.08.282014.08.2872M4Z2-SZSDL-02取土标贯钻孔20701.7243115.654111221.3382236.031233 1.833.43 2.62014.08.292014.08.3073M4Z2-SZSDL-03波速试验孔20780.8243195.988111210.58733.637.091234735.0922014.09.042014.09.0974M4Z2-SZSDL-05圆锥动力触探试验孔20825.7243236.181111192.2722337.18324 1.434.08 3.12014.08.282014.08.3075M4Z2-SZSDL-04取土标贯钻孔20841.3243259.622111226.6192236.632334635.23 1.42014.08.272014.08.3076M4Z2-SZSDL-06鉴别孔20905243322.236111212.2762336.84434.822014.08.302014.09.0377M4Z2-SZSDL-07取土标贯钻孔20909.3243320.277111184.71726.236.81546731.41 5.42014.08.272014.08.2978M4Z2-TZL-01标准贯入试验孔20993.4243402.087111165.42525.437.013533.21 3.82014.08.302014.09.0479M4Z2-TZL-02取土标贯钻孔21051.7243458.898111181.2872737.2522435.2522014.08.302014.09.0480M4Z2-TZL-03取土试样钻孔21119.2243524.866111137.592938.35626972736.15 2.22014.08.312014.09.0481M4Z2-TZL-04波速试验孔21175.1243586.109111154.60135.339.249271243435.94 3.32014.08.272014.08.3182M4Z2-TZL-05圆锥动力触探试验孔21232.5243635.213111112.213040.3638.76 1.62014.08.282014.08.3183M4Z2-TZL-06取土标贯钻孔21293.6243701.481111127.2013341.18611939.98 1.22014.08.282014.09.0384M4Z2-TZL-07标准贯入试验孔21349.5243749.186111085.8033041.19140.09 1.12014.08.312014.09.0485M4Z2-TZL-08鉴别孔21413.4243818.1111099.73133.340.89139.19 1.72014.08.312014.09.0486M4Z2-TZL-09取土标贯钻孔21469.7243865.534111055.1413141.0740.270.82014.08.282014.08.3187M4Z2-TZL-10取土试样钻孔21524243925.916111074.8872841.372336439.77 1.62014.09.012014.09.0488M4Z2-TZL-11抽水试验孔21590.4243982.668111027.2133041.9324238.88 3.052014.09.012014.09.0589M4Z2-TZL-12取土标贯钻孔21662.5244059.742111043.7612742.339640.2 2.12014.09.042014.09.1390M4Z2-TZL-13鉴别孔21708.9244098.639111001.7163243.2218111441.72 1.52014.08.282014.08.30青岛地矿岩土工程有限公司制表：校核：审核：横波测点数地下稳定水位勘探开始日期勘探终止日期青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表序号勘探点编号勘探点类型里程坐标钻探深度(m)备 注地面高程(m)取样个数标贯试验(次)重型动探(m)电阻率测点数纵波测点数共7页第4页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)91M4Z2-TZL-14标准贯入试验孔21778.8244173.7111016.2532743.641.9 1.72014.08.282014.08.3092M4Z2-TZL-15波速试验孔21824.9244211.984110977.043244.383233 1.925783142.68 1.72014.09.132014.09.1993M4Z2-TZL-16取土标贯钻孔21897.1244289.43110991.322745.042126743.24 1.82014.08.312014.09.0394M4Z2-TZL-17取土试样钻孔21952244336.038110948.6930.245.722343.82 1.92014.08.312014.09.0495M4Z2-TZL-18圆锥动力触探试验孔22010.4244399.837110965.5522746.71244.7122014.08.312014.09.0396M4Z2-TZL-19取土标贯钻孔22072.5244450.967110911.46527.549.1639247.06 2.12014.09.142014.09.1897M4Z2-TZL-20鉴别孔22119.3244504.994110932.6233049.131246.83 2.32014.09.032014.09.0598M4Z2-TZL-21标准贯入试验孔22186.4244559.2311108823050.3521447.55 2.82014.09.042014.09.1199M4Z2-TZL-22取土标贯钻孔22242.5244624.091110892.5772852.151311 1.849.1532014.10.112014.10.13100M4Z2-SLZL-01取土标贯钻孔22282.1244667.742110872.982853.6312 1.92651.5 2.12014.10.172014.10.19101M4Z2-SLZL-02波速试验孔22336.6244695.01110821.6893353.4134 2.324723050.91 2.52014.09.052014.09.13102M4Z2-SLZL-03圆锥动力触探试验孔22412.6244776.409110813.7632853.11316 2.450.51 2.62014.10.142014.10.17103M4Z2-SLZL-04抽水试验孔22414.9244765.491110788.7263153.2121449.06 4.152014.09.102014.09.16104M4Z2-SLZL-05波速试验孔22481.4244838.259110783.532.551.7656424733449.86 1.92014.09.092014.09.10105M4Z2-SLZL-06取土标贯钻孔22493244834.243110750.5652550.0612345747.56 2.52014.09.132014.09.14106M4Z2-TLJ-01标准贯入试验孔22527.1244865.235110736.2292449.1221347.1222014.09.192014.09.21107M4Z2-TLJ-02取土试样钻孔22661.9244980.988110667.4852446.0711626944.0722014.09.112014.09.14108M4Z2-TLJ-03波速试验孔22731.8245061.135110669.5631.245.0216241063144.0212014.09.112014.09.13109M4Z2-TLJ-04取土标贯钻孔22777.3245088.696110623.6282543.937242.13 1.82014.09.142014.09.18110M4Z2-TLJ-05标准贯入试验孔22844245161.289110619.0192842.221139.92 2.32014.09.112014.09.13111M4Z2-TLJ-06抽水试验孔22880.4245179.452110575.9542841.16339.51 1.652014.09.262014.09.30112M4Z2-TLJ-07鉴别孔22904.5245219.98110600.6482839.9935.69 4.32004.09.112014.09.14113M4Z2-TLJ-08取土标贯钻孔23023245307.054110510.94735.244.5811142.5822014.09.17204.09.20114M4Z2-TLJ-09取土试样钻孔23067.1245357.724110516.373545.7944.09 1.72014.09.202014.10.26115M4Z2-TLJ-10标准贯入试验孔23142.8245418.225110464.62639.550.1848.38 1.82014.09.202014.09.25116M4Z2-TLJ-11鉴别孔23225.6245504.072110473.28944.553.3751.07 2.32014.09.132014.09.18117M4Z2-TLJ-12波速试验孔23257.4245530.678110439.6835455.213301704552.61 2.62014.09.142014.09.23118M4Z2-TLJ-13取土标贯钻孔23324.4245601.825110458.5245257.91315755.41 2.52014.09.142014.09.20119M4Z2-TLJ-14取土试样钻孔23395245665.909110413.4925460.55316457.85 2.72014.09.152014.09.23120M4Z2-TLJ-15标准贯入试验孔23448245723.394110436.9275459.58356.5832014.09.222014.09.28青岛地矿岩土工程有限公司制表：校核：审核：勘探开始日期勘探终止日期青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表备 注标贯试验(次)重型动探(m)电阻率测点数纵波测点数横波测点数地下稳定水位序号勘探点编号勘探点类型里程坐标钻探深度(m)地面高程(m)取样个数共7页第5页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)121M4Z2-TLJ-16取土标贯钻孔23507.9245778.184110400.69354.956.74317754.34 2.42014.09.202014.09.25122M4Z2-TLJ-17抽水试验孔23569.5245843.101110417.05854.553.148.5 4.62014.09.282014.10.04123M4Z2-TLJ-18标准贯入试验孔23634.4245902.905110379.9434549.2147.31 1.92014.09.262014.09.30124M4Z2-TLJ-19波速试验孔23699.8245971.784110395.5654745.231533042 3.22014.10.022014.10.06125M4Z2-TLJ-20取土标贯钻孔23747246013.81110361.2943842.463211239.36 3.12014.10.022014.10.06126M4Z2-TLJ-21取土标贯钻孔23809.3246079.863110377.6023538.63336.03 2.62014.10.062014.10.09127M4Z2-SJSDL-01取土标贯钻孔23860.3246130.179110369.2723335.7439533.04 2.72014.10.082014.10.11128M4Z2-SJSDL-02标准贯入试验孔23861.1246126.484110342.793235.4916332.79 2.72014.10.072014.10.09129M4Z2-SJSDL-04波速试验孔23917.4246181.961110332.96232.533.362232743230.86 2.52014.10.092014.10.12130M4Z2-SJSDL-03抽水试验孔23933.6246202.451110358.3173231.063322.368.72014.09.272014.09.30131M4Z2-SJSDL-06鉴别孔23997.7246261.265110320.2792527.52224.7 2.82014.10.112014.10.12132M4Z2-SJSDL-05取土标贯钻孔24004.2246272.51110347.9792427.293324.79 2.52014.09.232014.09.25133M4Z2-SJSDL-08抽水试验孔24055.3246317.629110310.0982625.0646323.41 1.652014.10.122014.10.14134M4Z2-SJSDL-07波速试验孔24098.7246366.856110329.2612723.67324792420.97 2.72014.09.262014.09.30135M4Z2-TJS-01取土标贯钻孔24184.8246437.513110268.13424.522.5117220.91 1.62014.10.142014.10.17136M4Z2-TJS-02标准贯入试验孔24249246500.055110250.54123.720.664518.76 1.92014.09.252014.09.26137M4Z2-TJS-03取土试样钻孔24322.6246553.158110196.83423.519.626218.32 1.32014.09.252014.09.27138M4Z2-TJS-04取土标贯钻孔24350246590.813110205.71524.119.241326217.2422014.09.272014.09.29139M4Z2-TJS-05标准贯入试验孔24423.9246644.537110152.3412817.774350.96116.07 1.72014.09.282014.09.30140M4Z2-TJS-06波速试验孔24469.1246697.23110150.0932916.4253526672614.62 1.82014.09.302014.10.02141M4Z2-TJS-07抽水试验孔24530.3246732.392110092.8952415.5456714.690.852014.10.012014.10.02142M4Z2-TJS-08取土标贯钻孔24604246805.989110068.86228.512.71465112.410.32014.09.292014.10.01143M4Z2-TJS-09鉴别孔24664.5246839.048110010.1582813.2336411.56 1.672014.10.072014.10.09144M4Z2-TJS-10圆锥动力触探试验孔24799.4246948.016109930.59522.512.1111.510.62014.10.012014.10.06145M4Z2-TJS-11取土标贯钻孔24833.8246994.411109937.2362611.146409.79 1.32014.10.142014.10.16146M4Z2-TJS-12波速试验孔24924.9247054.065109864.7062710.719.21 1.52014.10.012014.10.04147M4Z2-TJS-13取土试样钻孔24939.5247090.931109884.961279.6534758.35 1.32014.10.092014.10.13148M4Z2-TJS-14取土标贯钻孔25016.6247122.448109804.4725.19.49357.99 1.52014.10.022014.10.03149M4Z2-TJS-15鉴别孔25075247179.854109776.23423.59.042467 6.54 2.52014.10.022014.10.05150M4Z2-TJS-16抽水试验孔25136.6247194.671109710.91525.28.0315 5.28 2.752014.10.042014.10.07青岛地矿岩土工程有限公司制表：校核：审核：勘探开始日期勘探点类型里程坐标钻探深度(m)勘探终止日期备 注电阻率测点数纵波测点数青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表序号勘探点编号标贯试验(次)重型动探(m)横波测点数地下稳定水位地面高程(m)取样个数共7页第6页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)151M4Z2-TJS-17取土标贯钻孔25164.3247230.95109700.58424.27.52344 1.216 6.5212014.10.032014.10.04152M4Z2-TJS-18鉴别孔25261.6247259.24109603.07823.77.15265 6.05 1.12014.10.042014.10.05153M4Z2-TJS-19波速试验孔25289.6247298.158109594.3923073352303130 6.20.82014.10.172014.10.20154M4Z2-TJS-20鉴别孔25369.6247321.789109514.80727 6.811361 4.71 2.12014.10.052014.10.06155M4Z2-TJS-21标准贯入试验孔25422.5247370.674109483.067307.04138 4.54 2.52014.10.052014.10.07156M4Z2-TJS-22取土标贯钻孔25509247394.592109395.89731.4 6.8626737 4.06 2.82014.10.052014.10.09157M4Z2-TJS-23抽水试验孔25546.8247434.515109377.49127.2 6.77270.6 4.47 2.32014.10.082014.10.10158M4Z2-TJS-24取土试样钻孔25655.6247495.929109286.57227 6.46178 2.4642014.10.082014.10.10159M4Z2-TJS-25标准贯入试验孔25741.4247521.321109201.09626 5.8723122 2.07 3.82014.10.092014.10.11160M4Z2-TJS-26取土标贯钻孔25771247555.093109187.3830 5.75146 2.4 3.55 2.22014.10.242014.10.26161M4Z2-TJS-27鉴别孔25849.4247578.6109109.58430 5.4366 4.630.82014.10.132014.10.15162M4Z2-TJS-28抽水试验孔25910.4247629.17109070.48929.8 5.15250.5 1.95 3.22014.10.112014.10.14163M4Z2-TJS-29取土标贯钻孔25986.1247651.665108993.98226.4 4.9266617 4.30.62014.10.082014.10.10164M4Z2-TJS-30标准贯入试验孔26026.6247694.83108973.32123 4.8523 3.8512014.10.162014.10.18165M4Z2-TJS-31取土试样钻孔26104247714.118108894.08423.3 4.98 2.78 2.22014.10.162014.10.19166M4Z2-TJS-32取土标贯钻孔26164.6247763.701108855.42826.2 4.7213439 3.870.852014.10.122014.10.15167M4Z2-TJS-33取土标贯钻孔26326.2247885.251108766.50433 5.2762565 3.67 1.62014.10.232014.10.25168M4Z2-TJS-34抽水试验孔26374.1247919.812108730.02625 4.383-0.47 4.852014.10.202014.10.21169M4Z2-TJS-36取土标贯钻孔26540.4248082.829108715.87827 4.13384 3.1312014.10.212014.10.31170M4Z2-TJS-38取土试样钻孔26644.4248184.269108738.60333 3.15145 1.9 1.95 1.22014.10.232014.10.25171M4Z2-SSZK-01抽水试验孔26810.9248330.599108822.98835.2 3.2138 1.80.81 2.42014.10.202014.10.24172M4Z2-SSZK-02波速试验孔26816.3248348.265108790.03336 3.4723312353335 1.37 2.12014.10.172014.10.24173M4Z2-SSZK-03取土标贯钻孔26874.1248389.074108845.93833 3.072411 2.480 1.67 1.42014.10.172014.10.20174M4Z2-SSZK-04取土标贯钻孔26885.6248419.706108798.46835.5 2.9616526 1.16 1.82014.10.202014.10.22175M4Z2-SSZK-05波速试验孔26955.4248470.055108861.19335.5 3.5491258 1.1 2.42014.10.222014.10.26176M4Z2-SSZK-06抽水试验孔26973.9248491.078108859.34236 3.47126 1.9 1.37 2.12014.10.252014.10.305279.60234108348514486714892783青岛地矿岩土工程有限公司制表：校核：审核：本次勘察工作量合计横波测点数地下稳定水位勘探开始日期勘探终止日期序号青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表备 注地面高程(m)取样个数标贯试验(次)重型动探(m)电阻率测点数纵波测点数勘探点编号勘探点类型里程坐标钻探深度(m)共7页第7页X(m)Y(m)原状样扰动样岩样高程(m)埋深(m)1M4Z2-SJSQL-02鉴别孔14617.9238596.469107932.4944628.4924.09 4.42014.11.282014.12.022QDDT4-Z1-08鉴别孔14773.1238734.29108004.813027.5324.73 2.82013.03.162013.03.173M2Z4-SQCD-04鉴别孔16119.6239930.206108622.2673748.3342.83 5.52012.04.132012.04.164M2Z4-SQCD-01鉴别孔16121.9239913.16108660.36638.248.343.5 4.82012.04.112012.04.145M2Z4-SQCD-31鉴别孔16328.2240099.1108750.126.64440.3 3.72012.10.132012.10.146YY29鉴别孔19293.6241815.601110841.426.530.1725.37 4.82012.03.102012.03.147QDDT4-Z1-09鉴别孔20755.5243178.1111252.732336.1130.81 5.32013.03.162013.03.178YY30鉴别孔20980.6243397.5111202.43037.0935.69 1.42013.03.132012.03.179YY31鉴别孔21706.4244104.7111039.12742.7441.64 1.12012.03.172012.03.2010YY32鉴别孔22571244927.955110758.8553050.0448.44 1.62012.03.162012.03.2111YY34鉴别孔24714.8246909.168110023.40430.313.6212.52 1.12012.03.192012.03.2412YY35鉴别孔25572.4247419.487109336.69730.6 6.83 1.93 4.92012.03.152012.03.2113YY36鉴别孔26266.3247823.237108775.08427 4.12 3.02 1.12012.03.162012.03.2014ZSK1鉴别孔26932.6248458.01108828.5332 3.01 1.31 1.72013.06.212013.06.29434.20青岛地矿岩土工程有限公司制表：校核：审核：本次勘察引用工作量合计横波测点数地下稳定水位勘探开始日期勘探终止日期备 注地面高程(m)取样个数标贯试验(次)重型动探(m)电阻率测点数纵波测点数序号勘探点编号勘探点类型里程坐标钻探深度(m)青岛市地铁4号线工程勘察二标段初步勘察阶段附表1 勘探点一览表。
2勘探点一览表
0.00 2981.63 2014-9-2 2014-9-2
0.00 2981.64 2014-9-2 2014-9-2
5
2014-9-2 2014-9-2
33
勘探点一览表
序 勘探点 编号
号
勘探点 类型
勘探 深度
(m)
地面 标高
(m)
1
ZK1
取土试样钻孔
14.00
2983.52
2
ZK2 圆锥动力触探试验孔 12.00
2981.53
3
ZK3 圆锥动力触探试验孔 12.00
2983.55
4
ZK4取土试样钻孔源自14.102981.57
5
ZK5 圆锥动力触探试验孔 12.00
2981.53
6
ZK6
取土试样钻孔
14.00
2981.58
7
ZK7 圆锥动力触探试验孔 12.10
2981.49
8
ZK8 圆锥动力触探试验孔 12.00
2981.37
9
ZK9 圆锥动力触探试验孔 12.00
2981.47
10 ZK10 圆锥动力触探试验孔 12.00
2981.48
11 ZK11
取土试样钻孔
17237.482 17229.558 17223.337 17210.319 17220.353 17205.846 17193.691 17189.055 17214.399 17206.297 17199.938 17194.238 17182.083 17171.891 17175.620 17189.933 17179.890 17170.129 17157.974 17175.368 17162.080 17145.568
附表8 K线勘探点主要数据一览表
序号构筑物孔号里程桩号X 坐标(m)Y 坐标（m ）Z 高程（m ）H 孔深（m ）S 水位（m ）1涵洞HZK1K208+6553422384.18463699.144666.82 6.30 5.502涵洞HZK2K208+9703422086.06463798.424667.14 5.70 4.373涵洞HZK3K209+2783421796.42463903.184668.23 6.40 3.634涵洞HZK4K209+9203421183.63463997.224674.81 6.40 4.785涵洞HZK5K210+3823420792.36464204.414670.06 6.40 2.536涵洞HZK6K210+5703420637.96464311.674670.88 6.30 2.047涵洞HZK7K210+9253420379.91464552.934672.26 6.30 2.648涵洞HZK8K211+0703420262.08464632.724670.42 6.30 1.309QZK1K211+1653420171.31464636.934670.2725.800.2210QZK2K211+1853420148.21464636.784670.2125.600.1511QZK3K211+2053420127.65464636.084670.1525.500.0912QZK4K211+2253420107.61464635.664670.0925.800.0013QZK5K211+2453420086.92464634.874670.2325.600.1514QZK6K211+2653420067.94464634.384670.5625.500.4615路基LZK1K211+5003419832.74464627.164671.73 4.50 1.4316QZK7K212+053.53419341.96464654.924673.5315.50 2.7617QZK8K212+066.53419318.31464638.864673.3915.40 2.6218涵洞HZK9K212+1203419280.42464613.224672.54 6.20 1.0019涵洞HZK10K212+6603418784.88464753.214673.33 6.30 3.0420涵洞HZK11K213+0683418385.76464673.984674.10 6.30 2.9021涵洞HZK12K213+4213418046.25464718.874676.48 6.40 4.5722涵洞HZK13K213+8763417622.54464884.704679.37 6.40 5.5823涵洞HZK14K214+1593417359.02464987.884679.52 6.50干孔24涵洞HZK15K214+4383417122.42465133.434678.42 6.40 5.4525涵洞HZK16K215+3063416318.39465451.014685.93 5.80干孔26涵洞HZK17K215+6713415958.45465497.734685.45 5.90干孔27涵洞HZK18K216+0563415580.38465427.744691.73 6.10干孔28涵洞HZK19K216+8783414939.23465033.374737.47 6.30干孔29涵洞HZK20K217+4663414352.92465062.6014753.29 6.30干孔30涵洞HZK21K217+9733413845.12465139.3514759.63 6.30干孔31涵洞HZK22K218+8563412995.57465313.7424753.88 6.00干孔32涵洞HZK23K219+0363412828.59465380.2654742.67 6.30干孔33涵洞HZK24K219+8543412024.49465529.8214721.58 6.50干孔34涵洞HZK25K220+4733411414.81465534.784715.53 6.60干孔35涵洞HZK26K220+9033410985.39465544.934719.83 6.30干孔36涵洞HZK27K221+2163410672.87465561.734722.81 6.50干孔37涵洞HZK28K221+2883410601.81465573.144726.29 6.50干孔38QZK9K221+509.53410390.92465618.004729.0415.6010.6639QZK10K221+522.53410366.94465623.204729.3616.3010.8940涵洞HZK29K221+7133410186.08465661.594731.23 6.30干孔41QZK11K221+811.53410095.61465680.584731.5615.808.2042QZK12K221+824.53410071.09465685.804731.5815.508.5643涵洞HZK30K221+9153409990.81465712.234731.01 6.30干孔44涵洞HZK31K222+6463409317.89465995.844722.88 6.40 6.3645涵洞HZK32K223+0493408943.94466146.064724.10 6.00干孔46QZK13K223+174.53408833.05466190.504724.4615.807.1647QZK14K223+187.53408810.09466199.684724.4115.407.1048涵洞HZK33K223+3413408672.87466254.624724.307.40 6.2649涵洞HZK34K223+8763407911.95466633.284720.90 5.10 6.2750路基LZK2K224+2003408172.99466445.284724.507.40干孔51QZK15K225+206.03407448.76467516.464709.0115.800.99K225+212.5国道562线申扎县至克古拉垭口段改建工程（K 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5.8570涵洞HZK39K228+5813405491.80470096.874705.49 6.20 6.1671涵洞HZK40K229+4563404683.72470426.854703.52 6.40干孔72涵洞HZK41K229+6193404525.60470443.434704.22 6.30干孔73涵洞HZK42K229+9073404235.19470474.004704.627.607.0774涵洞HZK43K230+5563403818.94470882.184704.31 6.40干孔75涵洞HZK44K230+6883403772.52471005.124701.83 6.30 5.8076涵洞HZK45K230+7863403781.40471102.354701.04 6.00 5.4077涵洞HZK46K231+0013403812.21471315.014702.31 6.30干孔78涵洞HZK47K231+1663403806.82471479.794702.8010.20 5.8379涵洞HZK48K231+5363403829.33471848.584699.30 6.50 3.8180涵洞HZK49K231+7563403863.31472065.044702.57 6.40 5.1281涵洞HZK50K231+8763403901.40472178.834701.887.50 5.2582涵洞HZK51K232+1563403989.01472440.454704.05 6.50干孔83涵洞HZK52K232+3763404045.66472656.624701.13 6.50 4.6484涵洞HZK53K232+8613403875.06473095.614706.19 6.60 5.6085涵洞HZK54K233+2563403639.04473404.714710.49 6.50 6.4486涵洞HZK55K233+8763403259.22473902.434720.61 6.40干孔87涵洞HZK56K234+8133402559.95474447.684739.36 6.50干孔88涵洞HZK57K235+4463402361.40475048.854756.55 6.40干孔89涵洞HZK58K236+0613401969.27475514.844775.73 6.40干孔90涵洞HZK59K236+9463401166.03475874.134807.92 6.40干孔91涵洞HZK60K237+4363400686.45475974.664834.54 6.40干孔92涵洞HZK61K238+2363399911.46476166.594865.47 6.40干孔93涵洞HZK62K238+4313399730.74476239.994872.05 6.30干孔94涵洞HZK63K238+8743399391.10476490.624880.55 6.30干孔95涵洞HZK64K239+1563399251.73476735.894901.07 6.40干孔96涵洞HZK65K239+7563398885.79477208.894914.83 6.40干孔97涵洞HZK66K240+5463398273.03477696.204891.01 6.40干孔98涵洞HZK67K241+1063397803.72478001.124876.61 6.50干孔99涵洞HZK68K241+3063397667.52478146.924873.43 6.40干孔100涵洞HZK69K241+9463397283.77478655.964865.29 6.50干孔101涵洞HZK70K242+4663396866.49478966.234844.84 6.30干孔102涵洞HZK71K242+7043396668.89479097.724838.14 6.30干孔103涵洞HZK72K242+8463396530.97479128.204834.69 6.50干孔104涵洞HZK73K243+4883396007.90478794.844831.61 6.40 5.30105涵洞HZK74K243+9963395619.26478477.504833.387.603.94小桥K225+426新沟大桥K225+609.5小桥106涵洞HZK75K244+4263395330.17478159.194834.10 6.00 5.64107涵洞HZK76K244+8743394989.37477890.084832.70 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6.40干孔127涵洞HZK94K256+6513386194.26484516.504911.55 6.00干孔128路基LZK6K257+3603385747.63485066.404921.22 6.00干孔129涵洞HZK95K257+8763385411.95485458.504910.89 6.00干孔130涵洞HZK96K258+6563384705.46485710.794898.34 6.40干孔131涵洞HZK97K259+2763384097.00485593.014891.38 6.40干孔132涵洞HZK98K259+8763383536.36485399.294877.08 6.50干孔133涵洞HZK99K260+2363383232.13485206.824872.57 6.50干孔134涵洞HZK100K260+5213382991.28485054.454873.16 6.40干孔135路基LZK7K261+3303382296.24485130.074881.24 5.00干孔136QZK31K261+6913382104.68485429.004867.2130.10 5.20137QZK32K261+7113382090.65485450.894860.8225.600.16138QZK33K261+7313382079.88485467.744860.8625.500.12139QZK34K261+7513382069.11485484.594860.9025.600.15140QZK35K261+7713382058.34485501.454860.9425.700.21141QZK36K261+7913382047.57485518.304861.3325.50 2.53142路基LZK8K262+7003381692.09486342.584868.68 5.00 4.52143涵洞HZK101K263+1213381611.42486755.884870.35 6.20 4.32144路基LZK9K264+2003381284.77487783.824872.39 4.80干孔145涵洞HZK102K264+8763381073.90488426.214873.44 6.60干孔146路基LZK10K265+6003380823.56489104.544874.96 5.00干孔147涵洞HZK103K266+0063380650.11489471.744875.81 6.40 5.65148涵洞HZK104K267+0163380329.95490427.404878.51 6.00 3.81149路基LZK11K267+7003380144.69491085.684880.21 5.50 4.30150涵洞HZK105K268+2563379972.83491613.674881.11 6.30 5.15151涵洞HZK106K268+8313379641.17492080.884882.94 6.40 5.06152路基LZK12K269+8003379016.33492821.404885.70 5.00 4.30153涵洞HZK107K270+5913378506.12493425.974887.92 6.40 4.45154涵洞HZK108K271+3163378040.17493981.384890.00 6.40 4.46155涵洞HZK109K272+1563377601.84494697.314893.58 6.50 4.58156路基LZK13K272+6003377377.46495080.334894.82 5.00 4.48157涵洞HZK110K273+5713376886.67495918.474896.33 5.90 3.98158涵洞HZK111K274+2763376455.68496476.434897.98 5.80 3.49159涵洞HZK112K274+7353376050.58496657.764900.006.203.23K261+741准部藏布一桥160涵洞HZK113K274+9703375828.17496732.314900.65 5.90 3.91161涵洞HZK114K275+4853375378.34496975.354902.007.70 4.00162涵洞HZK115K275+7563375226.00497198.364903.53 6.00 4.10163路基LZK14K276+1003374873.17497423.304905.94 5.00 4.86164涵洞HZK116K276+9563374109.03497807.054908.88 6.20 2.23165涵洞HZK117K277+6263373716.29498337.104909.48 6.00 1.25166QZK37K278+125.53373635.25498828.534910.6525.400.30167QZK38K278+142.53373633.46498845.434910.6725.400.37168QZK39K278+159.53373631.66498862.344910.6926.100.36169QZK40K278+176.53373629.78498879.334910.9425.500.48170涵洞HZK118K279+5003373575.56499382.944912.88 6.00 1.11171路基LZK15K278+6843373344.26500155.864915.52 5.00 1.61172涵洞HZK119K280+0113373105.35500607.694916.64 6.00 2.21173QZK41K280+3373372953.38500894.924917.0115.40 2.49174QZK42K280+361.53372941.18500917.264917.0215.30 2.61175涵洞HZK120K280+5313372862.24501067.254917.68 6.00 2.81176涵洞HZK121K281+1863372587.78501660.424921.87 6.60 3.34177路基LZK16K281+6003372465.84502055.944923.66 5.00 2.76178涵洞HZK122K282+2243372282.05502652.374925.39 6.60 3.02179涵洞HZK123K282+8563372095.90503256.334927.86 5.90 3.16180涵洞HZK124K283+2513371979.56503633.814930.058.80 4.83181涵洞HZK125K283+9313371779.27504283.654932.27 6.50 4.15182涵洞HZK126K284+4763371618.75504804.474934.82 6.60 4.17183路基LZK17K285+1003371379.08505376.654938.81 4.90 4.10184涵洞HZK127K285+6263371097.64505821.134941.97 6.00 4.75185路基LZK18K286+6003370576.48506643.874946.46 5.00干孔186涵洞HZK128K286+9463370389.99506935.414948.79 6.00 5.74187涵洞HZK129K287+5263370060.37507412.614952.18 6.40干孔188涵洞HZK130K287+8793369857.59507701.554953.41 6.00干孔189涵洞HZK131K288+2763369629.53508026.514956.97 6.30干孔190路基LZK19K288+7003369385.96508373.464959.33 5.00干孔191涵洞HZK132K289+4263368968.91508967.834966.23 6.40干孔192路基LZK20K290+0403368616.19509470.304969.45 5.00干孔193涵洞HZK133K290+6463368268.07509966.444972.96 6.30 6.15194涵洞HZK134K291+0063368060.77510260.914974.43 6.00 5.85195涵洞HZK135K291+5863367839.95510777.374973.38 6.00 5.40196涵洞HZK136K292+0663367740.27511242.004976.08 6.40 5.73197涵洞HZK137K292+4663367595.02511612.254978.23 6.50 6.30198涵洞HZK138K292+8563367374.99511927.084981.71 6.40干孔199涵洞HZK139K293+3413367216.21512376.394986.057.30 3.81200涵洞HZK140K293+8013367222.39512836.354989.23 6.40 4.08201涵洞HZK141K294+2783367228.80513313.314991.83 6.50 3.23202涵洞HZK142K295+0263367168.96514057.995002.10 6.50 2.79203路基LZK21K295+6403366794.37514488.945013.93 5.30 5.26204涵洞HZK143K296+4563366078.35514880.325016.44 6.30 2.23205涵洞HZK144K296+8563365758.66515115.755017.16 6.40 2.92206涵洞HZK145K297+3813365508.34515555.875014.64 6.400.54207QZK43K297+5523365533.56515725.175014.0525.300.35208QZK44K297+5723365536.52515744.955013.9625.600.20209QZK45K297+5923365539.51515764.735014.0125.500.27210QZK46K297+6123365542.50515784.505014.2825.400.52211涵洞HZK146K297+7063365546.29515877.805015.01 6.500.98212涵洞HZK147K298+1263365258.02516169.015018.638.70 2.67213路基TZK1K298+333左5.00m 3365093.40516301.075022.343.703.00K297+582准部藏布二桥K278+151中桥K280+348小桥214涵洞HZK148K298+5763364881.68516412.665024.57 6.40 4.98 215路基LZK22K299+1003364391.03516596.325030.89 5.30干孔216涵洞HZK149K299+5063364002.63516696.105032.08 6.40干孔217涵洞HZK150K300+0563363454.72516648.275035.46 6.50干孔218涵洞HZK151K300+4763363035.87516627.565041.24 6.40干孔219涵洞HZK152K300+9763362543.36516713.205047.36 6.50干孔220路基TZK2K301+100右4.15m3362420.75516733.685048.00 3.50 2.90 221涵洞HZK153K301+1913362336.26516768.325047.967.507.02 222涵洞HZK154K301+4963362070.77516917.585048.757.50干孔223涵洞HZK155K301+6563361950.21517022.735049.01 6.60 5.64 224涵洞HZK156K301+9713361714.67517231.895051.917.50 6.51 225涵洞HZK157K302+1863361553.75517374.675053.11 6.50 6.43 226路基TZK3K302+456右6.23m3361310.20517489.925060.34 3.70 3.10 227涵洞HZK158K302+5063361261.02517496.585055.82 6.50 6.10 228涵洞HZK159K302+9573360831.80517631.735061.93 6.60干孔229路基LZK23K303+4003360408.29517765.075068.52 5.40干孔230涵洞HZK160K303+7913360120.10518004.685070.89 6.00干孔231涵洞HZK161K304+0263359940.56518156.105073.98 6.50干孔232涵洞HZK162K304+3463359645.95518267.985078.397.500.20 233涵洞HZK163K304+4463359548.70518291.275080.35 6.40 5.76 234涵洞HZK164K304+6863359315.30518347.155083.567.600.50 235路基TZK4K304+952左5.40m3359390.41519357.435082.62 3.40 2.80 236涵洞HZK165K305+1313358894.83518487.385084.47 6.60 5.97 237涵洞HZK166K305+5563358515.32518678.685086.97 6.600.50 238涵洞HZK167K306+3763357794.28519065.815097.17 6.60 6.00 239涵洞HZK168K306+7723357521.81519353.105100.218.90 5.45 240涵洞HZK169K307+4063357022.39519707.015105.0011.00 3.91 241路基TZK5K307+423右10.5m3357000.13519699.185105.48 3.30 2.80 242涵洞HZK170K307+8063356627.09519768.165108.4810.10 4.31 243涵洞HZK171K308+0863356350.75519815.595113.1610.00 2.27 244涵洞HZK172K308+7743355815.89520242.775133.188.80 2.64 245涵洞HZK173K309+1003355568.11520455.785139.449.90 2.35 246涵洞HZK174K309+4363355330.01520691.305145.54 6.60 1.94 247路基TJK6K213+000左6m3418450.97464692.974763.82 1.40干孔248路基TJK7K231+100左5m3403813.85471414.784702.81 1.30干孔249路基TJK8K257+000右6m3385976.70484788.804919.26 1.50干孔250路基TJK9K261+000右6m3381930.05485691.084862.31 1.60干孔251路基TJK10K297+750左6m3365538.49515925.475015.13 1.50干孔252路基TJK11K302+350右6m3361419.92517438.895055.76 2.00干孔253路基TJK12K304+300右6m3359689.12518252.215074.35 1.80干孔254路基TJK13K305+500右4m3358565.17578651.025086.13 1.60干孔合计2288.90平均4858.549.01。