计算固体体积率

工程名称：2
结构层次95 1.421
筒+量砂质量(g)
盒号
平均
(%)
1
77
33
67
52
32
57
2
44
58
73
71
51
76
70
18
68
28
49
61
7.2
7.2
固体体积率试验
锥体砂质量(g)
6.4
浙江省交通厅工程质量监督站监
制
97.5
104.4
102.2
2326.5 6.9
6.9
6.9
2201.0
6904 2.33
6.9
6.8
6.9
2471.2
2634.0
2182.2
97.7
98.0
51130022310233792231016475
98.7
2341922310160687351
41208322310 2.34
6.9
2381.5
2259.1
2542.7
2401.2
2201.4
2066.1
2067.0
98.4
7.2
2167.1
6886 2.33
99.4
98.5
2316.2
2500.4
7.1
6.6
7276 2.34
104.5
108.8
22310233882231016502
97.8
21200622310233372231016061
99.6
2340.5
165176854 2.33
2488.5
2615.8
6.6
6.8
1112182231023371
311279
试验单位
浙江交工路桥建设有限公司
浙江公路水运工程监理有限公司
K7+748-K8+000
路基\路基土石方工程
舟山金塘岛互通至大浦口疏港公路2标项目经理部工地试验室
施工单位
监理单位
现场桩号
工程部位
试验日期
JTJ059-95（T0921-95）
现场
灌砂筒;电子秤等
1900-01-00
试验规程
取样日期
环境条件
试验设备
1490标准砂密度(g/cm3)第1层（86区）保证率(%)最佳含水量(%)综合毛体积密度(g/cm3)
桩号
横距
(m)
测点位置
2.23
试坑中
湿土样
质量
(g)
放基板
筒+剩余
砂质量
(g)
筒+量砂
总质量
(g)
盒与湿土
质量
(g)
试验编号：舟山金塘岛互通至大浦口疏港公路合同号：
灌满试坑
后剩砂+试
筒质量(g)
试坑内
砂质量
(g)
湿密度
(g/cm3)
含水量测定
盒
质量
(g)
盒与干土
质量(g)
含水
量(%)
2.19
2.17
固体体积率
(%)
98.0
106.6
2344.8
2456.9
22310
61122622310
2010-JT5902-
干
密
度
(g/cm3)
2.18
2.19
2.18
2511.82352.4
2334122310165356806
7.1
7.1 2.1998.1
7.1
2.34
98.32279.72134.7
102.2
7
8
9
10
12137
12077
22310
22310
22310
22310
11386
11165
22310
22310
22310
22310
23430
23453
23349
23376
16074
16098
7356
7355
16430
16595
6919
6781
2.34
2.33
2.34
2.34
2270.7
2170.6
2378.2
2518.1
98.4
110.2
98.2
103.3
97.7
2453.5
2615.9
2472.6
2412.1
2624.0
97.4
104.1
98.6
2119.5
2028.2
2225.6
2353.0
2316.2
2265.1
7.5
7.4
7.2
7.3
7.1
6.8
7.2
2451.3
7.5
7.3
7.0
7.1
7.0
2.18
2.17
2.19
2.18
97.8
97.5
98.0
97.9
626766342221075665522783495982494240734337392958741485355412541284558468043
97.77.0
2.19
98.1
6.5 2.186.7 2.189
7.86.6 2.199
8.0282930
121591157111406
223102*********
223102*********
234332342823422
160191634316497
2.332.322.34
741470856925
6.8
6.56.86.46.66.4
7.12420.62169.12236.42072.22126.42015.92210.0
2571.62309.32373.02203.12256.72150.32353.0
102.298.5112.298.7
6952102.6104.1103.62350.997.72711383223102205.3 6.9234452231016493 2.337.0 2.1897.797.7102.62555.82392.52395.82245.0 6.6 2.1897.8101106.62297.22138.62163.22012.57.1 2.1998.297.5102.92441.72640.42284.72475.27.1 2.1998.1100.7102.22460.62319.62302.02176.0 6.7 2.1897.599.1106.52332.62489.32192.32340.57.0 2.1897.999.898.82245.22441.02103.72292.57.4 2.1897.71012631.12458.5 2.1897.76.8 2.1898.018111872231011121246012143223102231023435233762231022310158721600175637375108.8103.62.342.3495.8105.52102.52382.52006.12555.02243.52531.92140.57.12402.4 6.6 6.96.97.16.697.72.192.1998.298.2131415161711448223101165822310117252231011323223102344122310234022231023330223101216722310163457096 2.332338522310162447141 2.332.332340422310164426962 2.34164576873 2.34105.4100.2103.7105.798.81599274102492.82331.07.3105.72440.12287.07.07.02375.72233.9 6.696.42575.92422.7 6.61012161.92032.2 6.72591.62419.87.497.72216.32077.57.2 2.186.6 2.192361.82209.37.22154.72025.5 6.798.197.698.297.77.2 2.186.7 2.1923414223101656668487.4 2.1898.62553.02380.27.66.396.52540.92387.9 6.72.32101.72221.12094.8 6.598.6105.4100.32584.62172.92620.42427.32043.22446.47.16.86.76.76.86.77.47.36.56.67.06.97.26.97.27.0160537296 2.33162147177 2.34162757084 2.33164366976 2.32161557194 2.34164476981 2.34163287110 2.32163707030 2.3322310201182222310233912231019119782231023349223102211395223102341222310211163622310233592231024115202231023428223102311863223102334922310261152722310234002231025116322231023438
761774859226467583947323721207110458313517633745604257
试验人：
7.3 2.1897.76.9
2.17
97.5
7.2 2.1998.36.8 2.1897.97.0 2.1998.16.7 2.1897.96.8 2.1897.77.4 2.1897.96.7 2.1998.17.0 2.1897.77.4 2.1897.97.2 2.1897.96.6 2.1898.07.0 2.1998.37.27.47.16.66.97.26.76.66.86.86.56.87.16.97.67.17.07.42227.82422.02150.52464.92076.62394.62075.12214.22107.32347.82076.42220.42433.32112.32263.02351.72144.02482.72285.02629.02219.12563.32234.82250.22228.72342.92348.32156.12250.22501.62204.42365.32380.82587.12409.92513.62280.62644.72225.72366.29799.62385.82397.82390.22502.12505.32307.02588.62244.7102.2106.397.798.898.898.2106.6107.2101.7105.798.4108.8748567917383 2.352.332.34165361597169456790737774507025728375557554223102231022310223101637316059159031587316009159692332723354223102231022310223102231022310223102231022310223102231022310233982334223458234272342923454111451214822310223102231022310223102231022310223101152111921124741244312157123733839404142433233343536373144
22310
1213211848
1146111201121501222923444233282336923395223102231022310
2332923422
7240
1592916182
16499165381599215945 2.332.33740074207.12.33
2.352.342.342.332.332.332.352.34 6.46.86.87.0
7.26.76.87.67.22403.92043.92290.92260.0
2175.92440.52411.7
106.598.7
2551.7105.498.599.1102.999.3102.2100.2103.3104.597.510197.4
日期：
依据JTG E60-2008试验检测规程，该段路基固体体积率符合
86区要求。

监理评签：
日期：
结论：
自检评签：
121.0
平均值(%)
规定值(%)代表值(%)合格率(%)
测点数(点）频率(点/100m)复核人：
主管：
第 1 / 1
页。