div class=ts-pagebutton class=gotoPage data-page=1Page 1button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=1 data-page=1 class=ts-thumb lazyload alt=Page 1: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails1jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=2Page 2button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=2 data-page=2 class=ts-thumb lazyload alt=Page 2: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails2jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=3Page 3button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=3 data-page=3 class=ts-thumb lazyload alt=Page 3: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails3jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=4Page 4button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=4 data-page=4 class=ts-thumb lazyload alt=Page 4: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails4jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=5Page 5button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=5 data-page=5 class=ts-thumb lazyload alt=Page 5: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram 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height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=7Page 7button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=7 data-page=7 class=ts-thumb lazyload alt=Page 7: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails7jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=8Page 8button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=8 data-page=8 class=ts-thumb lazyload alt=Page 8: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails8jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=9Page 9button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=9 data-page=9 class=ts-thumb lazyload alt=Page 9: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails9jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=10Page 10button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=10 data-page=10 class=ts-thumb lazyload alt=Page 10: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails10jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=11Page 11button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=11 data-page=11 class=ts-thumb lazyload alt=Page 11: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails11jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=12Page 12button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=12 data-page=12 class=ts-thumb lazyload alt=Page 12: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails12jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=13Page 13button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=13 data-page=13 class=ts-thumb lazyload alt=Page 13: mural-tcm-pas3-sa-east-1amazonawscom · A compacidade e o grau de consistência dos solos foram estimados com base na tabela do anexo A da NBR 6484 as mesmas são referentes ao loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader035vdocumentscombrreader035viewer20220626015beff06909d3f2803f8bf9b6html5thumbnails13jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=14Page 14button div class=ts-imageimg data-url=mural-tcm-pas3-sa-east-1-a-compacidade-e-o-grau-de-consistencia-dos-soloshtmlpage=14 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