504 - Micro-Surfacing - Revision history

SchaeferS: /* Delayed Acceptance */

2021-05-06T20:30:57Z

Delayed Acceptance

Greenes2: /* MEASUREMENT AND PAYMENT */

2014-06-27T15:45:24Z

MEASUREMENT AND PAYMENT

Greenes2: /* CONSTRUCTION */

2014-06-27T15:44:46Z

CONSTRUCTION

Greenes2: /* MATERIALS */

2014-06-27T15:43:45Z

MATERIALS

Greenes2: /* GENERAL */

2014-06-27T15:43:29Z

GENERAL

Rinarda at 18:54, 24 July 2013

2013-07-24T18:54:33Z

Rinarda at 17:49, 25 June 2013

2013-06-25T17:49:10Z

Rinarda at 18:25, 13 June 2013

2013-06-13T18:25:47Z

Rinarda: Created page with " '''504''' '''Micro-Surfacing''' [http://mdotcf.state..."

2013-06-13T18:17:52Z

Created page with " <center>'''504'''</center> <center>'''Micro-Surfacing'''</center> <center>[http://mdotcf.state..."

New page

<center>'''504'''</center>

<center>'''Micro-Surfacing'''</center>

<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/504%20Micro-Surfacing.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 504]</center>

==GENERAL==

 -Reserved- 

==MATERIALS==

 -Reserved- 

==CONSTRUCTION==

 -Reserved- 

==MEASUREMENT AND PAYMENT==

 -Reserved-

← Older revision		Revision as of 20:30, 6 May 2021
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	[[Category:Construction Manual]]		[[Category:Construction Manual]]
		+	[[Category:Division 5]]
		+	[[Category:Section 504]]

@@ Line 34: / Line 34: @@
 ===[[#Delayed Acceptance|Delayed Acceptance]]===
-The Contractor is responsible for placing a uniform product.  This type of work has a 30 day delayed acceptance procedure so that any major problems will be corrected by the Contractor before the project can be accepted.  In most cases, the inspector has little to do with the micro-surfacing operation itself, but must ensure that traffic control is conducted properly and that all safety rules are followed.
+<span style="color: red"> -Reserved- </span>
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 [[Category:Construction Manual]]

@@ Line 21: / Line 21: @@
 ==[[#CONSTRUCTION|CONSTRUCTION]]==
-Before placing the mixture, the Contractor shall thoroughly clean the existing surface of all loose materials, vegetation, dirt, dust, mud and other objectionable materials.  The Contractor also shall remove all plastic pavement markings using an abrasion method.
+===[[#Surface Preparation|Surface Preparation]]===
-Micro-surfacing shall be applied in a manner to fill ruts and minor cracks, and leave a uniform, smooth surface with straight edges.  Drainage structures, monument boxes, water shutoffs, etc. shall be protected during the application of the mixture.
+Before placing the mixture, the Contractor shall thoroughly clean the existing surface of all loose materials, vegetation, dirt, dust, mud and other objectionable materials.  The Contractor also shall remove all pavement markings using an abrasion method.
-A micro-surface mix with 3FA shall be applied with an approved rut box for each wheel path.  Each pass of rut filling shall be limited to a maximum depth of 1 inch (25 mm).
+Centerline rumble strips must be adequately filled to allow for the regrinding of the rumbles at the end of the project.  This can be done using two different methods.  The first method is to make a separate pass to fill the rumbles prior to the leveling course.  The second method is to extend each pass; leveling and top course for each lane, over the centerline rumbles essentially filling them 4 times.
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@@ Line 15: / Line 15: @@
 ==[[#MATERIALS|MATERIALS]]==
-Micro-surfacing should be used only for filling rutted pavements.  All other applications are inappropriate.  However, if called for on the plans or proposal, the following should apply.
+<span style="color: red"> -Reserved- </span>
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@@ Line 9: / Line 9: @@
 ==[[#GENERAL|GENERAL]]==
+<span style="color: red"> -Reserved- </span>
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@@ Line 7: / Line 7: @@
-==GENERAL==
+==[[#GENERAL|GENERAL]]==
-===Pre-Paving Meeting===
+===[[#Pre-Paving Meeting|Pre-Paving Meeting]]===
 A pre-paving conference between the Contractor and the Engineer should be held on site prior to beginning work.
@@ Line 69: / Line 69: @@
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-==MATERIALS==
+==[[#MATERIALS|MATERIALS]]==
 Micro-surfacing should be used only for filling rutted pavements.  All other applications are inappropriate.  However, if called for on the plans or proposal, the following should apply.
@@ Line 77: / Line 77: @@
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-==CONSTRUCTION==
+==[[#CONSTRUCTION|CONSTRUCTION]]==
 Before placing the mixture, the Contractor shall thoroughly clean the existing surface of all loose materials, vegetation, dirt, dust, mud and other objectionable materials.  The Contractor also shall remove all plastic pavement markings using an abrasion method.
@@ Line 89: / Line 89: @@
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-===Standard Treatment===
+===[[#Standard Treatment|Standard Treatment]]===
 Standard micro-surfacing shall be applied full lane width in two courses for a total application rate of 25 pounds/square yard (14 kg/m<sup>2</sup>).  The first course shall be 10 pounds/square yard (6 kg/m<sup>2</sup>); the second course shall be 15 pounds/square yard (8 kg/m<sup>2</sup>).
@@ Line 97: / Line 97: @@
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-===Traffic Control===
+===[[#Traffic Control|Traffic Control]]===
 Traffic shall not be allowed on the mixture until it has cured sufficiently to prevent pick up by vehicle tires.  The new surface shall be capable of carrying normal traffic within one hour after application without any damage occurring.
@@ Line 103: / Line 103: @@
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-===Weather===
+===[[#Weather|Weather]]===
 Placement is not permitted if there is rain, or threatening weather, and temperatures are forecast to be below 32°F (0°C) within 24 hours of completion of the work.  The mixture cannot be placed when the air and pavement surface temperatures are below 45°F (7°C).
@@ Line 109: / Line 109: @@
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-===Equipment===
+===[[#Equipment|Equipment]]===
-====Mixing Machine====
+====[[#Mixing Machine|Mixing Machine]]====
 The mixing machine shall be equipped with a positive connection conveyer belt aggregate delivery system and an inter-connected positive displacement, water-jacketed gear pump to accurately proportion aggregate and asphalt emulsion.  The filler feed must be located so the proper amount of filler is dropped on the aggregate before discharging into the pug mill.  A minimum of two truck-mounted machines will be required at all times.  The Contractor shall cycle these machines so as not to delay mixture production by more than 15 minutes.  If at any time this requirement is not met, production should be stopped.
@@ Line 118: / Line 118: @@
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-====Spreader Box====
+====[[#Spreader Box|Spreader Box]]====
 The mixture shall be spread uniformly by a mechanical tube spreader box attached to the mixer and equipped with paddles mounted on adjustable shafts to continually agitate and distribute the mixture.  The spreader box shall be equipped with front and rear flexible seals to achieve direct contact with the road surface.  When a two-course application is called for, the first pass shall be made using a metal or stiff rubber strike off on the box.  The final pass, or surface pass, shall use a secondary strike off to provide a finished smooth surface texture.
@@ Line 124: / Line 124: @@
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-====Rut Box====
+====[[#Rut Box|Rut Box]]====
 The rut filling application shall be achieved with a steel V-shaped configuration screed (rut box) specifically designed to fill ruts.  The rut box shall achieve a mixture spread width of 5 to 6 feet (1.5 to 1.8 meters) and have a secondary strike off to control crown and texture.
@@ Line 130: / Line 130: @@
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-====Miscellaneous Equipment====
+====[[#Miscellaneous Equipment|Miscellaneous Equipment]]====
 Hand squeegees, shovels and other equipment shall be provided as necessary to perform the work.  Cleaning equipment, such as power brooms, air compressors, water flushing equipment and hand brooms shall be adequate for surface preparation.
@@ Line 136: / Line 136: @@
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-==MEASUREMENT AND PAYMENT==
+==[[#MEASUREMENT AND PAYMENT|MEASUREMENT AND PAYMENT]]==
-===Delayed acceptance===
+===[[#Delayed Acceptance|Delayed Acceptance]]===
 The Contractor is responsible for placing a uniform product.  This type of work has a 30 day delayed acceptance procedure so that any major problems will be corrected by the Contractor before the project can be accepted.  In most cases, the inspector has little to do with the micro-surfacing operation itself, but must ensure that traffic control is conducted properly and that all safety rules are followed.
@@ Line 146: / Line 146: @@
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