高速公路路面工程沥青混凝土路面施工技术方案

'岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案沥青混凝土下面层施工技术方案一、工程概况岳阳至常德高速公路路面工程第四合同段位于常德市境内，路面一工区主线起点里程K105+217.820，主线终点里程K121+343，全长16.125km，其中包含周家店互通式立交。路面车道宽2×11.25m，中央分隔带2m，土路肩2×0.75m。沥青路面层设计厚度：细粒式改性沥青混凝土表面层厚4cm;中粒式改性沥青混凝土中面层厚6cm；粗粒式沥青混凝土下面层厚8cm。二、主要人员与劳动力组织施工主要人员施工负责人：朱全技术负责人：姚广质检工程师：郭玉杰试验负责人：张向明现场负责人：张留魁施工现场技术员：王峰王新国施工现场质检员：侯先银刘伟安全负责人：周鹏梁彬机械负责人：季伟顺现场施工员：任定一王清泉王胜利拌和站负责人：管银兵21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案沥青拌和站劳动力组织一览表序号工种名称数量（人）工作内容1负责人2负责拌和站全面工作2操作员8操作拌和站3维修工4设备检查、维修4试验员4试验、检验6安全员1安全管理7装载机司机7上料、倒料8车辆指挥1指挥车辆9普工12协助上料、清理料仓等运输及摊铺现场劳动力组织序号工种名称数量（人）工作内容1现场负责人2负责现场工作2技术员3现场技术负责3质检员2质量检查4试验员3现场试验检测5测量员4测量、放样6施工员3指导施工7安全员1安全管理8车辆指挥1车辆9汽车驾驶员30混合料运输10摊铺机操作手4摊铺机操作11压路机司机6压路机操作12普工14配合摊铺机摊铺作业及准备工作面21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案三、材料情况1、材料准备采购的材料质量除应符合设计和规范的要求外，要根据配合比掌握各种材料用量，备足连续生产所需要的材料。以免因材料不足造成停产、窝工等现象发生。2、材料要求(1)沥青沥青性能整套检验，性能指标必须满足规范和设计要求，在此基础上应保证各批量检测指标之间的稳定，避免各项指标波动过大，对工程质量造成影响。(2)粗集料采用坚硬的、粗糙的、有棱角的优质石料，必须严格限制集料的扁平颗粒含量，必须与沥青有很好的粘附性。(3)细集料采用优质天然水洗砂或机质砂。细集料应洁净、干燥、无风化、无杂质。(4)填料采用石灰岩等碱性石料经磨细得到的矿粉。矿粉必须干燥、清洁，矿粉质量技术要求满足规范及设计要求，进场填料按要求进行检验。3、材料管理21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案材料管理是工程施工的重要组成部分，是保证工程质量的重要环节。应重点控制三个环节：采购、保管、使用。(1)采购①采购的材料应符合设计和规范要求，并有产品合格证及检验证明。②不合格材料，严禁在施工现场出现。(2)验收和保管①进场的材料必须进行检验和试验，未经检验或试验的材料严禁使用。②进场的材料按不同规格分类堆放，不得混放。(3)对材料的名称、规格、检验、质量状况等进行标识。四、施工准备(1)机械准备：沥青混凝土的施工质量主要依靠良好的设备和合理的组织管理来实现，机械设备是实现质量目标的主要基础。面层施工前所有机械都进行调试运转，加足油料，确保每台机械设备的性能能够充分发挥出来。水稳拌和站进行了调试和标定。机械到位情况如下页表。(2)人员准备21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案下面层的施工速度快，施工连续作业。各个工序之间互相配合、紧密衔接。在试验段开工前，将具有丰富施工经验的作业人员进行详细的分工，定员定岗，对每个岗位的施工人员做到技术交底，使他们明白操作程序和操作方法，杜绝在现场中的随意性。现场负责人应当与各种人员进行密切配合。在铺筑过程中，出现的各种紧急情况通过现场指挥人员与操作人员互相配合来共同解决，避免造成混乱。机械到位情况一览表序号设备名称规格型号数量单位技术状况备注1沥青拌和站西筑4000型1套良好2装载机Z-506台良好3自卸车解放、东风30辆良好4摊铺机ABG4232台良好5洒水机解放、东风2辆良好6沥青撒布车陕西重汽2辆良好7碎石子撒布车陕西重汽2辆良好8双钢轮压路机悍马4台良好9胶轮压路机LTP20302台良好(3)施工准备：①机械设备的选型、配套②沥青拌和设备的选型拌和设备采用间歇式。④摊铺机的选型21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案摊铺机的选配根据设计及业主的要求选用双机联铺，摊铺机型号为ABG423。⑤运输设备的组织沥青混合料运输车辆必须满足拌和设备连续生产、摊铺机连续摊铺的要求。⑥压实配备的配套选择*压实设备的选择、组合首先要保证混合料能在有效压实时间内压实成型，并根据摊铺机摊铺情况、质量要求的因素，结合碾压流程（初压、复压、终压）工序的要求综合考虑。⑦配合比设计根据施工图设计、技术规范及试验规程，对选用的沥青、砂、石料、矿料等材料进行试验，检验原材料的各项指标是否合格，对集料和填料进行筛分，得到各种矿料的筛分结果，进行各路面结构层配合比设计，采用马歇尔稳定度法对配合比进行设计。矿料级配符合要求后，生产配合比：1#仓：2#仓：3#仓：4#仓：5#仓：6#仓：矿粉=18:16:16:18:18:10:4,最佳油石比：3.7％。（4）松铺系数根据试验段的施工总结，确定沥青混凝土下面层的松铺系数为1.25。(5)上基层准备①测量放样工作21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案施工前检查基层的高程、横坡、平整度、宽度等指标并作出详细记录；进行施工测量放样：由测量员准确测量出路面中线、宽度线和高程等，做好测量放样线准备工作。②上基层的清理采用鼓风机、人工对上基层进行全面清理，确保上基层表面洁净干燥。五.沥青混凝土下面层施工工艺准备上基层→施工放样→沥青混凝土拌和→沥青混凝土运输→沥青混凝土摊铺→沥青混凝土下面层碾压→检查验收1.准备上基层根据路面基层质量检验标准对上基层进行验收，路面上基层验收合格后，对上基层进行清扫，清除杂物、污染物，保证施工段上基层的清洁与干燥。2.施工放样在交验合格基层上恢复中桩并把中桩加密为10m一个，复核水准点，根据中桩及摊铺宽度定出边桩和边线，在摊铺之前根据边桩，用石灰标明摊铺宽度为摊铺机行驶导向。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案混合料配合比设计流程图确定设计沥青用量与车辙标准对照确定集料配合比确定最佳沥青用量马歇尔试验与级配标准对照车辙试验确定拌和、碾压温度选择混合料类型选择材料：（沥青集料、填充料）选择混合料类型确定设计沥青用量与车辙标准对照确定集料配合比确定最佳沥青用量马歇尔试验与级配标准对照车辙试验确定拌和、碾压温度选择混合料类型选择材料：（改性）沥青集料、填充料选择混合料类型选择混合料类型选择材料：（改性）沥青集料、填充料变更集料（粗集料的形状、硬度、粒径等）（细集料的吸率、粒径等）选择混合料类型确定拌和、碾压温度确定集料配合比调整集料配合比马歇尔试验与级配标准对照确定最佳沥青用量在标准范围内调整的沥青用量车辙试验与车辙标准对照确定设计沥青用量3、封层控制下封层为均相改性沥青同步碎石封层，封层粘结剂采用均相改性沥青，集料采用规格为16-19mm单粒级碎石，参考用量为9～11Kg/m2，撒布面积为60～70%，沥青参考用量为0.9～1.121 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案L/m2。碎石用量建议满足机车行走施工即可，宜通过现场试验确定。封层沥青撒布后不能出现露白、堆积等现象，覆盖率达到100%，碎石撒布均匀、无遗漏、无堆积现象，覆盖率达到70%以上，满足施工规范及设计要求。4.沥青混凝土拌和路面下面层采用西筑4000型沥青拌和站进行拌和，产量为280t/h，通过不断地检验和调整，使拌和机生产出符合要求的沥青混凝土，主要过程为先按确定的各仓矿料的比例投料拌和，暂不加沥青，取样筛分，检验其级配组成与批准的生产配比矿料组成，如不符合要求，调整各料仓投料比例，直到符合要求为止。各热料仓及矿粉质量比为：1#仓：2#仓：3#仓：4#仓：5#仓：6#仓：矿粉=18:16:16:18:18:10:4,最佳油石比：3.7％。加沥青试拌，取样做抽提试验，检验其油石比是否符合要求。如有问题应调整沥青加入量，直到油石比符合要求为止。抽提试验后对矿料进行筛分，再次检验矿料级配是否符合要求。拌和过程中严格控制拌和温度，沥青的加热温度为155℃～165℃，集料加热温度比沥青温度高10℃～30℃。沥青混合料的施工温度如下表。严格控制拌和时间，沥青混凝土间歇式拌和时间不少于45s。拌和过程要求沥青混合料均匀、颜色一至，无花白料，沥青均匀地裹覆在矿料颗粒表面，表面黑色带棕色光泽，装车时分前、后、中的顺序下料以减少离析现象发生。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案热拌沥青混合料的施工温度（℃）（规范）施工工序70号石油沥青沥青加热温度155~165℃矿料加热温度（间歇式拌和站）集料加热温度比沥青温度高10~30℃沥青混合料出料温度145~165℃沥青混合料贮料仓贮存温度贮料过程中温度降低不超过10℃沥青混合料废弃温度高于195℃混合料摊铺温度，不低于正常施工135℃低温施工150℃开始碾压的混合料内部温度，不低于正常施工130℃低温施工145℃碾压终了的表面温度，不低于钢轮压路机70℃轮胎压路机80℃振动压路机70℃开放交通的路表温度，不高于50℃5.沥青混凝土运输（1）根据沥青拌和站拌和能力、运输距离、道路状况、车辆吨位，确定采用30台东风自卸车（30t）。（2）自卸汽车装料前清扫车厢，保持整洁，必须涂刷防粘剂薄膜，但不应有多余的防粘剂积存车厢中。（3）后台检查车辆，在向运料车上装载沥青混凝土时，为减少混凝土离析，应尽量缩短出料口至车厢的下料距离，且自卸车不应停在一个位置受料，为使装料均匀，最少分三次装载，首先将料放于车厢的前部，然后移动运料车于车厢后部，最后再移动运料车，使余下的料在车厢的中部均匀分装。（4）沥青混凝土质量检查合格后才能启运，沥青混凝土的颜色是否均匀一致，有无团块、花白料或离析现象，温度是否在允许偏差范围内等。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案（5）拌和机向车厢内卸料时，每卸一斗沥青混凝土后，汽车向前移动一下位置，以减少沥青混凝土粗中细骨料的离析现象发生。（6）运输车必须用帆布加棉被覆盖，且覆盖完整、严密，防止降温，保证混合料的温度。（7）运送沥青混凝土的自卸汽车，后退卸料时，严防撞击摊铺机。（8）载料的车辆不得在中途停留，必须直接将混凝土运至现场等候摊铺，运到现场的沥青混凝土温度不低于145℃。（9）自卸车卸完沥青混凝土后，如有粘结在车厢内的沥青混凝土剩余物，严禁随意乱倒，更不准倾倒在已铺或未铺的路面上，应倒在指定地点。6.沥青混凝土下面层摊铺（1）下面层施工时，由技术员对高程进行控制，采取走平衡梁的方式进行摊铺。（2）横坡一致：根据上基层实测结果，在摊铺时适当调整横坡，从而保证横坡一致。摊铺机铺设时设专人消除粗细集料离析现象，对局部离析料予以铲除，并用新拌合料填补。要保证顶面横坡与路面一致，并需一次达到设计标高,横坡允许误差±0.3%。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案（3）沥青混凝土面层混凝土摊铺采用ABG423型摊铺机双机联铺碾压成型。摊铺速度要与拌和、运输能力匹配，拌和能力不足时，摊铺机应采用低速摊铺，减少摊铺机停机待料的情况，摊铺机速度控制在1.5～2.5m/min。摊铺机摊铺作业时，起步速度要慢，平稳匀速前进，尽量减少中途停机。（4）摊铺机受料前，应在受料斗和送料刮板上涂刷少许隔离剂，防止沥青混凝土粘在上面。摊铺机前必须加耐温橡胶皮条，且橡皮条底部距基层顶面的距离越低越好，一般控制在1～2cm。（5）摊铺机开工前应提前0.5～1h预热熨平板不低于100℃。（6）摊铺厚度：沥青混凝土摊铺系数控制在1.248左右，松铺厚度为9.984cm左右。（7）摊铺温度：正常情况下不低于135℃。（8）后台及试验室保证摊铺前应待料150t左右，约6辆运输车。运料车前方有1辆运输料车停车卸料时，方可将棉被卷起。（9）在每辆运输车卸料之间，摊铺机不要完全用完受料斗中的混合料，留少部分混合料在料斗内。摊铺机尽可能减少侧板翻起的次数。摊铺机分料器要连续运转，调整分料器的速度使出料连续而缓慢，且使两侧混合料均衡。（10）接缝趁尚未冷透时人工垂直刨除端部层厚不足的部分，使工作缝成直角连接。7.碾压1.压路机的选用和组合根据沥青混凝土的实际生产情况，选用的压路机为：双钢轮(悍马)4台，胶轮压路机（LTP2030）2台。2.碾压温度21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案压路机应以慢而均匀的速度碾压，开始碾压时温度不低于130℃。在不产生严重推移和裂缝的前提下，复压、终压都应尽可能在高温下进行。终压后的表面温度不低于80℃，同时不得在低温状况下反复碾压。3.碾压方式及遍数初压采用双钢轮静压1遍，温度不小于130℃，速度为1.5-2（km/h）；复压先采用胶轮压路机进行碾压，再采用双钢轮压路机组合碾压，碾压各4遍，温度不小于100℃，速度为3～5（km/h）；终压采用双钢轮压路机静压1遍，温度不小于80℃，速度为3～6（km/h）的组合碾压方式满足施工要求。5.压实中应注意的事项（1）在复压过程中对压实度检测，复压以后用6m直尺专人检测平整度。（2）压路机碾压过程中要在横断面上成阶梯状折返，错1/2轮。且碾压速度要均匀，不得急刹车或突然起动，不得随意停置或掉头转向。（3）压路机不得在未经压实的沥青混凝土上变换碾压线，必须沿着同一轮迹返回；先压实接缝和边棱，再由路边向路中心碾压；每一轮迹应与前一轮迹重叠1/2轮，并在前一轮迹的端头以外1m处停机，不许急停、急驶、调头。（4）任何机械不得停放在新压实的沥青混凝土路面上。（5）严格控制压路机的喷水量，以沥青混凝土不粘钢轮为标准。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案（6）当天碾压完成尚未冷却的沥青混凝土面层上不得停放一切施工设备，以免产生变形，振动压路机在已成型的路面上行驶应关闭振动。（7）终压后用6m直尺检测平整度，平整度允许偏差为5mm。8、检查验收成型后，取芯和其它仪器检测压实度、厚度、路面平整度、宽度、横坡度。允许偏差值:压实度：≥97%;平整度：5mm；宽度：不小于设计要求；横坡：±0.3%。沥青路面开放交通时的路表温度不高于50℃。9、施工中的质量控制工作（1）碾压控制：根据配备的碾压机械功能进行碾压，并在每轮压实后检测压实度，直至达到规定的压实标准。（2）温度控制：用快速测温仪量测并记录沥青混凝土到达施工段、摊铺、初压、复压和终压时的温度，沥青混凝土温度应严格控制。（3）质量控制：加强测量工作，确保基准线的准确，并利用允许误差调整横坡，以保证实验段厚度，满足设计要求；终压后及时检测压实度、平整度，如有不合格再进行必要的修整，坚决消除材料的离析现象，确保试验段的稳定度和密实度达到设计要求。（4）试验控制：①施工前材料进场检验；21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案②施工过程中材料控制检验；③热拌沥青混凝土拌制时的质量控制，每一生产班次进行2-4次取样；④沥青混凝土施工过程中的试验测定（油石比、马歇尔稳定度、流值、密度、混凝土级配、孔隙率、沥青饱和度）；⑤具体根据《公路沥青路面层施工技术规范》、《公路工程沥青及沥青混凝土试验规程》等进行试验检测。若发现某一批材料不合格，应及时处理，严禁不合格材料投入使用。经检验合格的原材料，应采取有效的防护措施，防止损害。六、沥青路面混凝土的施工注意事项1、拌和站必须配备同步添加投料装置。拌和时间较普通沥青混合料和时间延长5秒以上，且拌和时间不少于50秒。2、由于外加矿粉较多，石料和沥青加热温度要高于同类型其它混合料。3、由于用沥青量大，且粘度高，摊铺机自动找平装置宜采用非接触式自动找平仪。4、由于沥青用量较大，不宜采用胶轮压路机碾压，以防沥青混合料搓揉挤压上浮。5、其他施工方法同沥青混凝土基本一致。七、创优措施根据试验段施工情况，我标段针对于沥青混凝土下面层施工，制定创优措施。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案1、加强沥青下面层的细部质量控制，提高下面层的外观质量，严格控制下面层的平整度。2、在沥青混凝土下面层施工过程中严格控制沥青混凝土的拌和温度、摊铺温度以及碾压温度。专职人员对沥青下面层施工过程进行温度检测与记录。3、现场质检员在沥青混凝土下面层施工时随时检测平整度、压实度等。4、每周举行生产例会，针对沥青混凝土下面层质量动态作一个全面的总结，指出施工中存在的质量问题以及解决这些问题的措施。并形成会议记要。对执行好的施工队伍进行表彰，对执行不力者提出警告并给与处罚，限期整改，责任到人。5、沥青混凝土下面层在摊铺时，严格控制下面层的摊铺速度、松铺厚度。每摊铺1m对松铺厚度进行检测，当出现不合格的松铺厚度时，及时对摊铺机进行调整。在摊铺机后面，质检员跟随摊铺机进行检测，发现不合格的沥青混凝土材料时及时清除，并用新材料进行填补，然后再压实。八、质量的控制1、确定质量标准质量目标不低于最新版《公路工程质量检验评定标准》的规定。2.质量管理21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案1.工区明确工区长为工程质量的第一责任人，建立以工区总工程师负责，由工程部牵头，试验、测量、质检三位一体的技术质量保证体系，严格进行施工过程中的质量控制，确保工程质量。2.在管理上；我部力求做到人尽其责，严格按规范及岗位职责办事，遇到情况及时向上级主管部门或人员汇报，以求尽快解决，将隐患消失于萌芽中。（1）试验室，在施工过程中；组织专人分别检测拌和站的混和料质量，现场施工的压实度、平整度情况。（2）测量队；在施工过程中随时进行跟踪检测，确保标高及厚度满足规范要求。3.质量保证体系我项目部建立以项目经理及工区总工为组长，施工负责人及施工技术员为成员的质量小组。通过计划、执行、检查、总结四个阶段把经营和生产过程的质量有机地联系起来，形成一个高效的体系来保证施工质量要求。4、质量控制要点(1)材料的控制：材料质量决定着混合料的质量。①做好原材料的进场检验。②做好原材料在使用过程中的污染防护。③做好原材料的温度控制，防止高温老化。(2)配合比的控制21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案控制好材料的质量、设备性能的良好性，使拌和过程按照设计要求进行，确保出厂混合料的质量。严格控制沥青用量，控制好油石比。防止沥青用量或多或少带来的路面病害。(3)优化工料机组合，实现均衡生产合理配置各种资源，优化拌和场和现场施工组织，保证连续生产。确保生产、运输、摊铺、碾压、验收的连续性。从而确保摊铺层的平整度和压实效果。(4)加强摊铺和碾压质量的控制①控制摊铺机的速度②控制碾压质量，确保碾压按规范要求进行。(5)控制好接缝处理不管是开工前还是收工后，都必须有专门技术人员对接缝进行必要处理，确保接缝位置整个断面的均匀性，提高接缝平顺性。九、路面施工安全防护措施（一）针对此次试验段施工，我部制定了以下措施：1.全体项目施工人员牢固树立“质量至上，安全第一”的思想，结合项目特点，对全体员工进行安全施工教育。2.科学组织，合理安排，施工过程中的各个环节设置专职安全员，进行安全生产监督管理。3.施工作业面、作业点树立标示牌，指导压路机进行分段碾压。4.施工人员一律实行挂牌上岗，牌上注明身份职务，便于生产指挥管理。5.安全保证体系框图见附件。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案（二）、安全控制要点(1)沥青路面施工属于高温施工，必须遵守高温施工的要求，准备必要的高温防护物品、药品等。(2)配备足够的劳保用品，如工作服、靴子、手套等，保证劳作人员的健康安全。(3)沥青拌和站安全防控①禁止烟火，防止沥青过热燃烧，备足防火沙，灭火器等设备。②注意加热油和加热罐的距离，防止火灾。③防止沥青外溢，造成危险伤害。(4)加强运输车量的安全管理，严禁超载，限速行驶。(5)注意施工人员自身安全，以及机械设备运行安全。(6)各种油品、易燃物品要妥善保管，做好防火安全工作。(7)做好安全防护应急措施、安全按防护应急预案等。十、环境保护（一）制定环境保护施工管理措施1、施工中，要密切与当地政府取得工作上的支持，要注意占用乡村道路及施工便道的养护，及时洒水保养，减少飞尘对农作物生长和周围居民生活的影响。2、要注意加强现场施工人员文明教育，施工过程中必须与当地群众搞好关系。21 岳常高速公路路面工程一工区沥青混凝土下面层施工技术方案3、加强施工现场的管理，保持施工现场整洁。做到材料堆放整齐，机械设备停放有序，文明施工。4、尽量将噪音降到最低限度。5、文明施工及环境保护体系框图见附件。（二）环境保护控制要点(1)拌和站的设立要远离村镇等居民密集区，以免噪音、粉尘等对人体、环境的污染。(2)做好便道、拌和站等洒水工作，降低粉尘对环境的污染。(3)做好设备除尘系统的调试与监控，防止大气污染。(4)做好沥青等废料的处理，以免造成污染。(5)现场生产、生活产生的垃圾、污水等应妥善管理，不得随意乱扔，保持现场的清洁卫生。河南省公路工程局集团有限公司淮息高速公路路面工程项目经理部2012年6月内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z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