松铺系数计算表2

浦乌路拓宽改造路面工程A3标AC-25试铺段松铺系数测定计算表（1-1）,,,,,,,,,,,,,,,,平均松浦系数,,,,,,,,

承包单位：南京市路桥工程总公司'合同号：A4。,,,,,,,,,,,,,,,,,,,,,,,,

监理单位：理工大学工程兵工程学院南京工程建设监理部编号：',,,,,,,,,,,,,,,,,,,,,,,,

桩号,0m,,2m,,4m,,6m,,8m,,平均值,8.152,,,,设计松浦细数,,,,,,,沥青厚度随即,序号

K8+070,水稳顶,8.221,水稳顶,8.181,水稳顶,8.141,水稳顶,8.101,水稳顶,8.061,1.232,8.135,,,,1.22,0.215,0.191,0.208,0.198,0.233,0.173,0.076,1

,松铺后,8.316,松铺后,8.276,松铺后,8.229,松铺后,8.196,松铺后,8.152,,8.316,8.276,8.229,8.196,0.203,1.232,1.208,1.225,1.215,1.250,1.190,0.077,2

,压实后,8.297,压实后,8.259,压实后,8.212,压实后,8.178,压实后,8.135,,8.297,8.259,8.212,8.178,,0m松浦,2m松浦,4m松浦,6m松浦,8m松浦,0.246,0.071,3

,松铺系数,1.243,松铺系数,1.221,松铺系数,1.239,松铺系数,1.230,松铺系数,1.228,,,,,,1.017,1.243,1.221,1.239,1.230,1.228,0.986,0.077,4

K8+080,水稳顶,8.216,水稳顶,8.176,水稳顶,8.136,水稳顶,8.096,水稳顶,8.056,1.208,6,7,8,9,10,,,,,,,0.074,5

,松铺后,8.313,松铺后,8.266,松铺后,8.230,松铺后,8.187,松铺后,8.152,,8.313,8.266,8.230,8.187,8.152,,,,,,,0.079,6

,压实后,8.296,压实后,8.251,压实后,8.213,压实后,8.171,压实后,8.136,,8.296,8.251,8.213,8.171,8.136,,,,,,0.242,0.075,7

,松铺系数,1.219,松铺系数,1.197,松铺系数,1.215,松铺系数,1.206,松铺系数,1.203,,,,,,,1.219,1.197,1.215,1.206,1.203,0.966,0.077,8

K8+090,水稳顶,8.261,水稳顶,8.221,水稳顶,8.181,水稳顶,8.141,水稳顶,8.101,1.225,11,12,13,14,15,,,,,,,0.075,9

,松铺后,8.358,松铺后,8.313,松铺后,8.278,松铺后,8.227,松铺后,8.187,,8.358,8.313,8.278,8.227,8.187,,,,,,,0.079,10

,压实后,8.340,压实后,8.297,压实后,8.260,压实后,8.211,压实后,8.171,,8.340,8.297,8.260,8.211,8.171,,,,,,0.245,0.078,11

,松铺系数,1.236,松铺系数,1.214,松铺系数,1.232,松铺系数,1.223,松铺系数,1.220,,,,,,,1.236,1.214,1.232,1.223,1.220,0.980,0.076,12

K8+100,水稳顶,8.224,水稳顶,8.184,水稳顶,8.144,水稳顶,8.104,水稳顶,8.064,1.215,,,,,,,,,,,,0.078,13

,松铺后,8.315,松铺后,8.274,松铺后,8.231,松铺后,8.200,松铺后,8.158,,16,17,18,19,20,,,,,,,0.070,14

,压实后,8.298,压实后,8.259,压实后,8.215,压实后,8.183,压实后,8.142,,8.315,8.274,8.231,8.200,8.158,,,,,,0.243,0.070,15

,松铺系数,1.227,松铺系数,1.203,松铺系数,1.223,松铺系数,1.212,松铺系数,1.210,,8.298,8.259,8.215,8.183,8.142,1.227,1.203,1.223,1.212,1.21,0.972,0.075,16

系数测定值,,,,,,,,,,,,,,,,,,,,,,,0.075,17

测量：,,,复核：,,,,,,,,,,,,,,,,,,,,0.072,18

浦乌路拓宽改造路面工程A3标AC-25试铺段松铺系数测定计算表（1-1）,,,,,,,,,,,,,水稳顶,8.221,8.216,8.261,8.224,8.235,8.232,,,,0.079,19

承包单位：南京市路桥工程总公司'合同号：A4。,,,,,,,,,,,,,,,,,,,,,,,0.078,20

监理单位：理工大学工程兵工程学院南京工程建设监理部编号：',,,,,,,,,,,,,,,,,,,,,,,0.076,21

桩号,0m,,2m,,4m,,6m,,8m,,平均值,,,,,,,,,,,,0.079,22

K8+070,水稳顶,8.235,水稳顶,8.195,水稳顶,8.155,水稳顶,8.115,水稳顶,8.075,1.250,21,22,23,24,25,,,,,,,0.070,23

,松铺后,8.331,松铺后,8.293,松铺后,8.242,松铺后,8.204,松铺后,8.166,,8.331,8.293,8.242,8.204,8.166,,,,,,0.250,0.071,24

,压实后,8.311,压实后,8.274,压实后,8.225,压实后,8.186,压实后,8.147,,8.311,8.274,8.225,8.186,8.147,1.260,1.246,1.244,1.247,1.253,1.000,0.072,25

,松铺系数,1.260,松铺系数,1.246,松铺系数,1.244,松铺系数,1.247,松铺系数,1.253,,,,,,,,,,,,,0.079,26

K8+080,水稳顶,8.232,水稳顶,8.192,水稳顶,8.152,水稳顶,8.112,水稳顶,8.072,1.190,26,27,28,29,30,,,,,,,0.077,27

,松铺后,8.327,松铺后,8.283,松铺后,8.236,松铺后,8.198,松铺后,8.159,,8.327,8.283,8.236,8.198,8.159,,,,,,0.238,0.071,28

,压实后,8.311,压实后,8.269,压实后,8.223,压实后,8.184,压实后,8.145,,8.311,8.269,8.223,8.184,8.145,1.205,1.181,1.184,1.187,1.193,0.952,0.072,29

,松铺系数,1.205,松铺系数,1.181,松铺系数,1.184,松铺系数,1.187,松铺系数,1.193,,,,,,,,,,,,,0.073,30

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