1、4HHN09121011h 24管涵管座18.01205h22管涵平基21.51436HHN09121042h 22管涵管座,乙型挡土墙基础垫层15.51037HHN10011033乙型挡土墙毛石砼(A1+755A1+795)8HHN1001103419.81329HHN10011035JT41处乙型挡土墙垫层21.314210HHN10011037JT41处乙型挡土墙毛石砼1711311HHN10011038JT41处乙型挡土墙压顶20.213512HHN10041014JT41上线及下线乙型挡土墙垫层2114013HHN10041022h 22、h24管涵平基19.913314HHN100
2、41023 h 22、h24管涵管座18.212115HHN1005102029h24、h22、h23、h21、h20、h19D400管涵平基20.316HHN10051021h24、h22、h23、h21、h20、h19D400管涵管座20.8139HHN10051036h19、h18、h17、h16、h15、h14管涵平基16.2108汇总人: 校核人: 项目技术负责人: 汇总日期:HHN10051037h19、h18、h17、h16、h15、h14管涵管座HHN10061028H8、h9、h10、h11、h12、h13管涵平基15.9106HHN10061029H8、h9、h10、h11
3、、h12、h13管涵管座19127HHN10071032h5h7管涵平基17.8119HHN10071033h5h7管涵管座17.7118HHN1007109830h4h3管涵平基18.7125HHN10071099h4h3管涵管座黄石市铁山区东景路工程 施工单位:砼强度 (抗压、抗折、抗渗)HHN10091066砼进水井盖板C2022110HHN10091067HHN10091068砼防撞护栏左侧A0+200A0+240段22.3112HHN10091069砼防撞护栏左侧A0+530A0+690段HHN100910702522.5HHN10091079砼防撞护栏左侧A1+320A1+810段
4、22.1111HHN10091080砼防撞护栏左侧A1+815A2+897.99段21.6HHN10091081砼防撞护栏左侧A3+050A3+140段23.5HHN10091082砼防撞护栏左侧A0+330A0+690段HHN10091083砼防撞护栏左侧A0+470A0+710段22.9115HHN10091078砼防撞护栏左侧A0+750A0+780、A3+010A3+130段21.2HHN09121043乙型挡土墙扩展基础C2528.1HHN0912104427.3109HHN10011036JT41处乙型挡土墙扩展基础27.789.2HHN10041015JT41上线及下线乙型挡土墙
5、扩展基础25.3101HHN1004101628.3HHN10041037A3+461.1A3+180右幅砼路面C3539.9114HHN1004103839.8HHN10041039HHN1004104038.6HHN10061032JT41栈道路面全幅38.7HHN10061033A3+180A2+840段左幅路面40HHN1006103437.9HHN10062008A2+840A2+280段左幅路面36.7105HHN10062009HHN1006201040.1HHN1006201136.9HHN10061051A1+014.1A1+450.18段路面右幅38.9HHN1006105
6、238.2HHN1006105336.8HHN10071001A3+180A2+840段路面右幅39.1HHN1007100238.8HHN10071003A2+840A2+280段砼路面右幅37.2HHN10071006A2+840A2+280段右幅路面HHN10071005HHN1007100438.5HHN10071011A1+450.18A1+761.53右幅路面39HHN1007101236HHN1007101336.6HHN10071034A3+180A2+840段右幅路面HHN10071035A1+897.99A2+101.88段右幅路面37.6HHN10071036A1+014
7、.1A2+450.18段右幅路面39.4HHN1007103739.5HHN10071038HHN10071101HHN10071100A1+450.18A1+761.53段路面左幅HHN10071102A1+761.53A1+897.99路面左幅HHN1007110339.6HHN10071104A1+897.99A1+101.88路面左幅37.5HHN1008112538HHN10081124A1+14.1A1+450.18段左幅路面HHN10081123HHN10081131A0+300A0+497.12段左幅路面HHN10081130A0+497.12A0+816.02左幅路面37.3
8、HHN10081129A0+497.12A0+816.02右幅路面HHN10081128A1+14.1A1+450.18右幅路面HHN10081127HHN10081126HHN10081133A0+816.02A1+14.1段左幅路面HHN1008113236.1HHN10081044A0+300A0+497.12段右幅路面38.4HHN10081043HHN10081041A0+497.12A0+816.02段路面右幅HHN1008104237.8HHN10081040A0+816.02A1+14.1路面右幅HHN10042004A3+461.1A3+180段右幅砼路面5.05.8116H
9、HN100420035.6HHN10042006A3+461.1A3+180段左幅砼路面5.4HHN100420055.2104HHN100620055.3HHN10062006A3+180A2+840左幅路面HHN100620075.5HHN10062012A2+840A2+280左幅路面HHN10061035HHN100610365.9HHN10061037HHN10061038HHN10062019HHN10062020HHN10062021HHN10072001A3+180A2+840右幅路面HHN100720025.7HHN10072003A2+840A2+280段右幅砼路面HHN1
10、0072004HHN10072005HHN10072006HHN10072007HHN10072008HHN10072009A1+761.53A1+897.99左幅路面HHN10072022A1+897.99A2+101.88右幅路面HHN10072023HHN10072024A1+014.14A1+450.18右幅路面HHN10072025HHN10072026HHN10072067A1+450.18A1+761.53左幅路面HHN10072068HHN10072069A1+761.53A1+897.99段路面左幅HHN10072070A1+897.99A2+101.88左幅路面HHN10072071 水泥混凝土强度检验汇总表龄期(d
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