[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-571968-105":53,"doc-detail-571968-en":127},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":120,"head_meta":122,"extra_data":124,"updated_unix":126},105,"en","asphalt-paser-michigan-tamc-data-collection","Asphalt PASER - Michigan TAMC Data Collection","","A rating cheat sheet for PASER pavement condition assessment, modified for Michigan TAMC data collection. It defines priority distress symbols and provides PASER level guidance for asphalt and concrete surfaces across categories from Good to Poor, listing visible distress types such as transverse, longitudinal, block, alligator cracks, rutting, ravelling, patches, and surface wear. It also includes general rating rules on what to observe, lane selection, composite pavements, sealcoat treatment handling, and cautions for rut measurement, referencing the Michigan-specific Asphalt Road Rating Guide.",{"@graph":63,"@context":119},[64,80,102],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":51,"@type":70,"position":76},"https://docshare.wps.com/template/general/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/asphalt-paser-michigan-tamc-data-collection/571968/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/asphalt-paser-michigan-tamc-data-collection/571968.png","ImageObject",442,249,{"name":88,"@type":89},"sagouaw","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-21","2026-10-13",true,{"@type":98,"interactionType":99,"userInteractionCount":101},"InteractionCounter",{"@type":100},"ViewAction",6,{"@type":103,"mainEntity":104},"FAQPage",[105,111,115],{"name":106,"@type":107,"acceptedAnswer":108},"How should you choose the PASER rating when pavement conditions differ by lane?","Question",{"text":109,"@type":110},"Rate the lane with the worst condition, and use it as the Surface Subtype when lanes have differing conditions or variable surface types.","Answer",{"name":112,"@type":107,"acceptedAnswer":113},"What should you focus on when rating PASER condition?",{"text":114,"@type":110},"Rate surface distress, not ride quality. Assess the type of crack (e.g., transverse, longitudinal, alligator) and measure rutting when needed using a straightedge and tape measure.",{"name":116,"@type":107,"acceptedAnswer":117},"How do you handle composite pavement or sealcoat treatments in PASER rating?",{"text":118,"@type":110},"For composite pavement, rate based on the uppermost surface (e.g., asphalt) and note the Surface Subtype as composite. For proactive sealcoat treatments, do not automatically downgrade a PASER 9 or 10 asphalt based solely on the treatment; rate based on visible distresses.","https://schema.org",{"og:url":78,"og:type":121,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":123,"canonical":78},"index,follow",{"doc_id":125,"site_id":56},571968,1792107449,{"code":4,"msg":5,"data":128},{"doc_id":125,"user_id":129,"nickname":88,"user_avatar":130,"doc_module":9,"category_id":50,"category_name":51,"doc_title":59,"doc_description":61,"doc_content":131,"file_id":132,"file_url":133,"file_type":134,"file_size":135,"view_count":101,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":73,"language":136,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":137,"faqs":138,"seo_title":139,"seo_description":61,"update_tm":140,"read_time":9},3985747862151,"https://ap-avatar.wpscdn.com/davatar_a8503ba1806abce46bf441b54a3ca4cd","Asphalt PASER  \nModified for Michigan TAMC Data Collection  \n􀂋 Denotes Priority Distress  \nAsphalt 10 Asphalt 9 Asphalt 8  \n\n| Good | New construction (\u003C 1 year old) No defects\u003Cbr>Recent base improvement Possible Action:\u003Cbr>Proactive Preventative Maintenance (PPM) | Like new condition (> 1 year old) No defects\u003Cbr>Recent overlay with or without a crush and shape\u003Cbr>Possible Action: PPM | 􀂋 Transverse cracks: > 40’ apart\u003Cbr>Cracks/Joints: tight (hairline) or sealed\u003Cbr>No Longitudinal cracks: except on joints Recent sealcoat or slurry seal (*see below) Possible Action:\u003Cbr>Crack seal or PPM |\n| --- | --- | --- | --- |\n\nAsphalt 7 Asphalt 6 Asphalt 5  \n\n| Fair | 􀂋 Transverse cracks: 10’-40’ apart Cracks/Joints: open \u003C ¼”\u003Cbr>Surface raveling: very slight\u003Cbr>Patches: few, all in excellent\u003Cbr>condition First signs of wear Possible Action:\u003Cbr>Maintain with crack seal, fog seal | 􀂋 Transverse cracks: \u003C 10’ apart\u003Cbr>􀂋 Block cracking: 6’-10’Blocks (large, stable)\u003Cbr>Cracks/Joints open ¼” – ½”\u003Cbr>Surface raveling: slight (loss of fines)\u003Cbr>Patches: few, all in good condition\u003Cbr>Polishing or flushing: slight, moderate Sound structural condition\u003Cbr>Possible Action: Maintain with sealcoat | 􀂋 Block cracking: 1’– 5’ blocks\u003Cbr>􀂋 Longitudinal edge cracks: first signs\u003Cbr>􀂋 Secondary cracks: first signs Cracks/Joints open > ½”\u003Cbr>Surface raveling: moderate (loss of aggregate)\u003Cbr>Patching or wedging: good condition\u003Cbr>Polishing or flushing: extensive, severe Sound structural condition\u003Cbr>Possible Action:\u003Cbr>Maintain with sealcoat or thin overlay |\n| --- | --- | --- | --- |\n\nAsphalt 4 Asphalt 3 Asphalt 2  \n\n| Poor | 􀂋 Block cracking: \u003C 1’ blocks\u003Cbr>􀂋 Wheel-path cracking (longitudinal)\u003Cbr>􀂋 Rutting: ½” -1” deep Surface raveling: severe Patches: fair condition\u003Cbr>First signs of structural weakening Possible Action:\u003Cbr>Structural overlay > 2”Underseal | 􀂋 Block cracking: severe erosion\u003Cbr>􀂋 Alligator cracking: initial, \u003C 25%\u003Cbr>􀂋 Rutting: 1”-2” deep Patches: fair/poor condition Potholes: occasional\u003Cbr>Possible Action: Structural overlay > 2”\u003Cbr>Patching & repair prior to an overlay Milling to extend overlay life | 􀂋 Alligator cracks: > 25%\u003Cbr>􀂋 Rutting or distortion: > 2”Patches: extensive, all in poor condition Potholes: frequent\u003Cbr>Possible Action: Reconstruction with base repair Crush and shape |\n| --- | --- | --- | --- |\n|  |  |  | Asphalt 1 |\n|  |  |  | Like PASER 2 but with visible base and: Surface distress: severe with loss of\u003Cbr>integrity\u003Cbr>Possible Action: Reconstruction with base repair |\n\nGeneral Rating Tips  \nRate surface distress, not ride quality. Be aware of cracks in the wheel path; they can be hard to see and do not affect the ride.  \nDisregard the shoulder. Rate only the driveable pavement, edge line to edge line.  \nDo not ignore reflective cracks. Rate by assessing the type of crack (e.g.  \ntransverse, longitudinal, alligator) .  \nRate the current surface condition. If construction is in progress (i.e., work is active) but you are driving on the old surface, rate the new surface. Some barrels by the roadside is not construction in progress.  \nRate the lane with the worst condition when lanes have differing conditions. For  \nvariable surface types, rate the worst lane and select it as the Surface Subtype. Rate what you see, not what distresses you think might happen in the future. Rate roads with the same scrutiny regardless of their use, ownership, or functional class.  \nRutting often has visual cues like plow scars. Get out and measure using a straightedge and tape measure. Use caution! Rutting measurement changes are detailed in the TAMC Data Collection Training Manual’s “Michigan-specific Asphalt Road Rating Guide” section.  \nComposite Pavement consists ofa concrete pavement overlaid with asphalt; rate it based on the uppermost surface (e.g. asphalt); and note the Surface Subtype as composite. A repaired concrete pavement’s highest rating is a 9. While it may have had concrete joint repairs, no other defects can be present and th","cbCaikMMhz3fMS0i","https://ap.wps.com/l/cbCaikMMhz3fMS0i","pdf",430519,"English","# Asphalt PASER\n## Rating levels (Good to Poor)\n# General Rating Tips\n# Concrete PASER\n## Rating levels (Good to Poor)","[{\"question\":\"How should you choose the PASER rating when pavement conditions differ by lane?\",\"answer\":\"Rate the lane with the worst condition, and use it as the Surface Subtype when lanes have differing conditions or variable surface types.\"},{\"question\":\"What should you focus on when rating PASER condition?\",\"answer\":\"Rate surface distress, not ride quality. Assess the type of crack (e.g., transverse, longitudinal, alligator) and measure rutting when needed using a straightedge and tape measure.\"},{\"question\":\"How do you handle composite pavement or sealcoat treatments in PASER rating?\",\"answer\":\"For composite pavement, rate based on the uppermost surface (e.g., asphalt) and note the Surface Subtype as composite. For proactive sealcoat treatments, do not automatically downgrade a PASER 9 or 10 asphalt based solely on the treatment; rate based on visible distresses.\"}]","Asphalt PASER - Michigan TAMC Data Collection | PDF",1791924797]