413.9 Fly Coating - Revision history

Smithk: updated links

2016-07-22T15:45:21Z

updated links

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	\|[[~~media~~:R315 ~~- Fly Coating.pdf~~\|Maintenance Planning Guideline for Fly Coating]]		\|[[:Category:170 Maintenance Activity Planning Guidelines#R315 Pavement Preventative Maintenance (LM)\|Maintenance Planning Guideline for Fly Coating]]
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	Fly coating may be done on dry oxidized blade laid bituminous surfaces as needed. The annual program should probably not exceed 10-15% of the total low type bituminous mileage. Fly coating of machine laid decks must be approved by the Maintenance Division and are normally not allowed due to the loss of skid resistance.		Fly coating may be done on dry oxidized blade laid bituminous surfaces as needed. The annual program should probably not exceed 10-15% of the total low type bituminous mileage. Fly coating of machine laid decks must be approved by the Maintenance Division and are normally not allowed due to the loss of skid resistance.
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	==413.9.1 Maintenance Planning Guideline==		==413.9.1 Maintenance Planning Guideline==
	~~'''Printable'''~~ [[~~media~~:R315 ~~- Fly Coating.pdf~~\|~~'''~~Maintenance Planning Guideline for Fly Coating~~'''~~]].		See [[:Category:170 Maintenance Activity Planning Guidelines#R315 Pavement Preventative Maintenance (LM)\|Maintenance Planning Guideline for Fly Coating]].

	Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides\|Maintenance Planning Guidelines]].		Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides\|Maintenance Planning Guidelines]].

	[[Category:413 Surface Treatments and Preventive Maintenance\|413.09]]		[[Category:413 Surface Treatments and Preventive Maintenance\|413.09]]

Smithk: minor clarification

2010-04-07T17:35:13Z

minor clarification

← Older revision		Revision as of 12:35, 7 April 2010
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	\|'''Additional Information'''		\|'''Additional Information'''
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	\|[[:Category:948 Incident Response Plan and Emergency Response Management\|948 Incident Response Plan and Emergency Response Management]]		\|[[:Category:948 Incident Response Plan and Emergency Response Management\|EPG 948 Incident Response Plan and Emergency Response Management]]
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Smithk: link to EPG 948

2010-02-25T16:31:36Z

link to EPG 948

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	\|[[media:R315 - Fly Coating.pdf\|Maintenance Planning Guideline for Fly Coating]]		\|[[media:R315 - Fly Coating.pdf\|Maintenance Planning Guideline for Fly Coating]]
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	The purpose of a fly coat is to add asphalt around the aggregate, in the voids and in small cracks. This should waterproof and extend the life of most surfaces. It is not intended for aesthetics and any asphalt on top of the aggregate is wasted and tends to reduce the skid resistance of the surface. Fly coating will not fill large cracks and these must be filled using regular crack pouring procedures. Fly coating of shoulders is similar to roadway surface procedures.		The purpose of a fly coat is to add asphalt around the aggregate, in the voids and in small cracks. This should waterproof and extend the life of most surfaces. It is not intended for aesthetics and any asphalt on top of the aggregate is wasted and tends to reduce the skid resistance of the surface. Fly coating will not fill large cracks and these must be filled using regular crack pouring procedures. Fly coating of shoulders is similar to roadway surface procedures.
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			\|'''Additional Information'''
			\|-
			\|[[:Category:948 Incident Response Plan and Emergency Response Management\|948 Incident Response Plan and Emergency Response Management]]
			\|}

	Fly coating is done with CSS-1, SS-1, CSS-1H and SS-1H emulsions diluted with water. These emulsions with no diluents other than water tend to cure more rapidly and track less than emulsions such as EA-300 which contain petroleum diluents or regular cutback asphalts such as the SC types.		Fly coating is done with CSS-1, SS-1, CSS-1H and SS-1H emulsions diluted with water. These emulsions with no diluents other than water tend to cure more rapidly and track less than emulsions such as EA-300 which contain petroleum diluents or regular cutback asphalts such as the SC types.

Smithk: Clarification, per Maintenance and the Incident Response Priority Team

2010-02-17T20:42:22Z

Clarification, per Maintenance and the Incident Response Priority Team

← Older revision		Revision as of 15:42, 17 February 2010
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	Generally when temperatures are between 70-90 degrees F. with warm nights and low humidity is the best time to fly coat. It should not be done during early spring or late fall or during extremely hot weather as this also prolongs the curing period.		Generally when temperatures are between 70-90 degrees F. with warm nights and low humidity is the best time to fly coat. It should not be done during early spring or late fall or during extremely hot weather as this also prolongs the curing period.

	Consideration for adequate traffic handling during fly coating operations ~~must be given high priority~~. Adequate signing and flagging must be used until the fly coat has cured. Traffic must be offered detours by the flagman if they so desire.		Consideration must be given for adequate traffic handling during fly coating operations. Adequate signing and flagging must be used until the fly coat has cured. Traffic must be offered detours by the flagman if they so desire.

	In some cases, blotting is necessary and encouraged. Blotting fat spots and entrances where stopping, starting and turning movements are likely to occur during the curing period can reduce tracking. Generally, one cubic yard of blotting material will cover a mile. Fine cinders, sand limestone screenings or other fine aggregate may be used.		In some cases, blotting is necessary and encouraged. Blotting fat spots and entrances where stopping, starting and turning movements are likely to occur during the curing period can reduce tracking. Generally, one cubic yard of blotting material will cover a mile. Fine cinders, sand limestone screenings or other fine aggregate may be used.

EPG-Admin: Replace text with link to printable guide.

2009-07-29T19:26:11Z

Replace text with link to printable guide.

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-|[[#413.9.1 Maintenance Planning Guideline|Maintenance Planning Guideline for Fly Coating]]
+|[[media:R315 - Fly Coating.pdf|Maintenance Planning Guideline for Fly Coating]]
 |}
 Fly coating may be done on dry oxidized blade laid bituminous surfaces as needed. The annual program should probably not exceed 10-15% of the total low type bituminous mileage. Fly coating of machine laid decks must be approved by the Maintenance Division and are normally not allowed due to the loss of skid resistance.
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 ==413.9.1 Maintenance Planning Guideline==
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+'''Printable''' [[media:R315 - Fly Coating.pdf|'''Maintenance Planning Guideline for Fly Coating''']].
-Standard Specification [http://modot.mo.gov/business/standards_and_specs/Sec0413.pdf|Sec 413.1] and [http://modot.mo.gov/business/standards_and_specs/Sec1015.pdf|Sec 1015.]
+Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].
 [[Category:413 Surface Treatments and Preventive Maintenance|413.09]]

EPG-Admin at 19:58, 4 January 2008

2008-01-04T19:58:02Z

New page

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|[[#413.9.1 Maintenance Planning Guideline|Maintenance Planning Guideline for Fly Coating]]
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Fly coating may be done on dry oxidized blade laid bituminous surfaces as needed. The annual program should probably not exceed 10-15% of the total low type bituminous mileage. Fly coating of machine laid decks must be approved by the Maintenance Division and are normally not allowed due to the loss of skid resistance.

The purpose of a fly coat is to add asphalt around the aggregate, in the voids and in small cracks. This should waterproof and extend the life of most surfaces. It is not intended for aesthetics and any asphalt on top of the aggregate is wasted and tends to reduce the skid resistance of the surface. Fly coating will not fill large cracks and these must be filled using regular crack pouring procedures. Fly coating of shoulders is similar to roadway surface procedures.

Fly coating is done with CSS-1, SS-1, CSS-1H and SS-1H emulsions diluted with water. These emulsions with no diluents other than water tend to cure more rapidly and track less than emulsions such as EA-300 which contain petroleum diluents or regular cutback asphalts such as the SC types.

The actual asphalt or residual asphalt as it is referred to in the above emulsions varied from a minimum of 57% according to specifications to about 69% as delivered. The dilution rates may vary but normally the rate used is about 50-50. If less residual asphalt is desired, 60% water to 50% emulsion may be the answer.

A normal application rate of about 0.10 gal/yd<sup>2</sup> of mixture is applied but each individual route to be fly coated should be evaluated and the application rate adjusted accordingly. Generally there is a tendency to place too much asphalt on the surface which is wasteful and extremely detrimental to traffic. Ponding runoff and long curing time are signs of excessive asphalt.

Generally when temperatures are between 70-90 degrees F. with warm nights and low humidity is the best time to fly coat. It should not be done during early spring or late fall or during extremely hot weather as this also prolongs the curing period.

Consideration for adequate traffic handling during fly coating operations must be given high priority. Adequate signing and flagging must be used until the fly coat has cured. Traffic must be offered detours by the flagman if they so desire.

In some cases, blotting is necessary and encouraged. Blotting fat spots and entrances where stopping, starting and turning movements are likely to occur during the curing period can reduce tracking. Generally, one cubic yard of blotting material will cover a mile. Fine cinders, sand limestone screenings or other fine aggregate may be used.

Fly coating of newly laid leveling courses is not to be done as a routine method to hold the gravel down.

==413.9.1 Maintenance Planning Guideline==
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|'''Code:''' R315
|}
'''Definition'''

The time and expenses incurred for the application of preventative maintenance treatments to pavements.

'''Purpose'''

To coat minor cracks and enliven the surface by the application of bituminous material to a dry existing bituminous surface. Little or no cover aggregate is used.

'''Scheduling'''

Apply when surface is dry, cracked, and giving up material, typically from June 1 through Aug 31. Should be accomplished when air temperatures are between 70° F and 90° F, with warm nights and low humidity.

'''Recommended Equipment'''

*Truck Distributor
*Sweeper/Broom
*Water and Blot Trucks, as needed
*Traffic Control Equipment (See [[616.23 Traffic Control for Field Operations|Traffic Control for Field Operations]])

'''Recommended Material'''

*Liquid Emulsified Asphalt (SS-1, 1H or CSS-1, 1H)
*Blot Material (sawdust, slag/cinder or sand)

'''Recommended Procedure'''

1. Consult with Materials Office and vendor for design and application rates.

2. Place traffic control devices as required.

3. Sweep the existing surface to clean and remove loose debris.

4. Set temporary pavement marking.

5. Allow mixture to completely cure.

6. Test drive area with a heavily loaded truck to ensure material doesn’t track.

7. Remove traffic control devices, except "Fresh Oil" and "No Center Stripe" signs, and open to
traffic.

8. "Fresh Oil" and "Loose Gravel" signs should remain in place until surface is cured and loose aggregate has been thoroughly swept off.

'''Safety'''

Traffic control must be sufficient to keep public vehicles off of fresh, uncured oil. Refer to [http://lnapp1/RI/RIManual.NSF/SHToC?OpenView Safety Policies, Rules & Regulations-Employee Handbook.]

'''Other Considerations'''

Contact asphalt supplier for recommended water to asphalt oil ratios. Notify local residents, if practical, prior to the beginning of project.

'''References'''

Standard Specification [http://modot.mo.gov/business/standards_and_specs/Sec0413.pdf|Sec 413.1] and [http://modot.mo.gov/business/standards_and_specs/Sec1015.pdf|Sec 1015.]

[[Category:413 Surface Treatments and Preventive Maintenance|413.09]]