• No results found

Preservation Inspection:

N/A
N/A
Protected

Academic year: 2021

Share "Preservation Inspection:"

Copied!
99
0
0

Loading.... (view fulltext now)

Full text

(1)

Preservation Inspection

Why It Is Important

W. Pierre Peltier GM Sales & Business Development

Strawser Construction Inc. Terry Asphalt Materials Inc. HouseGuard

(2)

…Preservation involves a

paradigm shift from “worst first”

to more proactive “optimum

timing”…

Preservation

(3)

“…is a program employing a network level, long term strategy that enhances

pavement performance by using an

integrated, cost effective set of practices that extend pavement life, improve

safety and meet motorist expectations.”

FHWA Pavement Preservation Expert Task Force

(4)

Addresses good pavement ahead of distresses, (typically 4-7 yrs. old) Applied @ the right time pavement is

restored to almost new condition Cumulative effect of treatments postpone rehab and reconstruction

Less expensive in the long run Less disruptive to traffic

(5)

“…consists of non-structural

enhancements made to the existing pavement sections to eliminate age-related, top-down surface cracking that

develops in flexible pavements due to environmental exposure. Because of the

non-structural nature of minor

rehabilitation techniques, these techniques are placed in the category of pavement

preservation.”

AASHTO Hwy Subcommittee on Maintenance

(6)

“…a planned strategy of cost effective treatments to an existing roadway system

and it’s appurtances that preserves the system, retards future deterioration, and

maintains or improves the functional condition of the system without

significantly increasing the structural capacity.”

AASHTO Standing Committee on Highways

(7)

“…something that you put on a road a year before you need it…”

Mid 1970’s Maintenance Engineer VDOT

(8)
(9)

…it’s just doing the right thing,

at the right time, to the right

pavement.

Pavement Preservation

is not new...

(10)

CRACK FILL FOG SEAL

(11)

• Crack Treatments • Fog Seals • Chip Seals • Slurry Seal • Micro Surfacing

(12)

Why Crack Treatment?

• Prevents water intrusion into subbase • Prevents incompressible intrusion

• Improves ride quality smoothness • Slows down pavement deterioration

(13)

Cost-effective

“When budgets are tight,

the time to seal is right!”

(up to 9 years performance—when done

correctly)

(14)

Why Crack Treatment?

“Cracks are inevitable….with proper and

timely application, crack sealing and filling can extend pavement life……...” (FHWA-RD-99-147)

(15)

Why Crack Treatment?

To prevent this...

(16)

What cracks to treat?

• All cracks soon after they appear… any crack

opening will allow moisture penetration into pavement foundation (subbase)

(17)
(18)
(19)

What cracks to treat?

(20)

When to treat cracks?

• Variety of materials exist for year around

sealing- geographical formulations

Best Time

• Ambient conditions 40°F(5°C) – 60°F (16°C) -

cracks mostly or completely open, more material can be applied in crack reservoir.

(21)

“Working” vs.

“Non-working” cracks

• “Working” (high movement) - 3mm movement (CALTRANS states ≥ 6mm) – newer pavements

-Thermal

• “Non-working” (low or no movement) -

< 3mm movement– older pavements

-Longitudinal

-Block

(22)

Two different treatments

• 1

) “Working” cracks- crack sealing [10% of cracks]

• 2

) “Non-working” cracks- crack filling [90% of cracks]

(23)
(24)
(25)
(26)

Large Cracks- > 1.5” wide

Polymer modified binder/aggregate mixtures available:

(27)

Sealant Product Selection

There is no one sealant or installation method for all applications.

(28)

Costly mistake…

Improper sealant selection for climatic conditions

Sealant too stiff- premature material cohesive or adhesive failure

(29)
(30)
(31)

Cleaning Methods

• Compressed air - sufficient pressure and

velocity

• Vacuum - in combination with compressed

air

• Heat lance - used to warm pavement when

needed

(32)

Clean cracks:

Not Clean

(33)
(34)

Overband Crack Seal

When:

2-4 years after new pavement is installed

Result:

Additional 5 years Pavement Service Life

(35)

Overband Crack Seal

Temperature - 45 degrees and rising Width of Crack – 1/4” – 1”

Product Thickness – 1/16” – 1/8”

Bandwidth - 5” disc installs 4” wide product Pay Item – Pound or Square Yard

(36)

Proper Equipment

(basics)

• Oil-jacketed

• Thermostatic heat controls • Continuous agitation

• Over-heating safety controls • Right size for operation

(37)
(38)
(39)
(40)
(41)
(42)

Fog Seal

(43)

Fog Seal

1. Inexpensive Asphalt Emulsion 2. Diluted 50% with Water

3. Shot at .1 to .12 gallons / sy

4. “Locks Down” Chip Seals

5. Not Intended for Asphalt Surfaces

(44)

Fog Seal

3 Main Concerns

Dry Time – Multiple Hours

Loss of Friction - Slick

(45)
(46)

Fog Seal

(47)
(48)

Frictional Mastic Fog Seal

Addressing 3 Main Concerns

Dry Time – 30 to 60 Minutes

Loss of Friction – Aggregate Inclusion

Service Life – 3 to 4 Years

(49)

Excellent Price Point

Fills Pavement Cycle Need

Chip Seal $1.50-$2.25 Fog Seal $0.40-$0.75 FMFS $1.00-$1.50 Micro $2.50-$3.25 Ultra Thin $4.00-$4.75 Stand: HMA $5.25-$7.00

(50)
(51)
(52)
(53)
(54)
(55)
(56)

Chip Seals

…are not intended as permanent

pavement surfaces and are expected to last approximately five years.

(57)

“Good judgment comes from experience;

experience comes from bad judgment”.

-Wise Old Indian Proverb

(58)

Keys to Successful Seal Coats

• Goals of your new seal coat… – Life expectancy

– Improved safety thru better skid values,

fresh striping, natural roadway delineation

– Know what a seal coat will and will not fix! – Understand public perception, i.e. noise,

(59)

Chip Seals

…are applied to existing pavements to extend the life of the pavements

and improve traction or “skid resistance”.

(60)

Chip Seals

service life varies depending on the condition of the

existing surface, traffic volumes, weather, choice of materials

and…

(61)

Chip Seals serve to correct

deficiencies such as:

• Lack of skid resistance • Cracks (less than 1/4”) • Raveling (or shelling) • Bleeding

• Aged or oxidized pavement • Provides a

(62)

Chip Seals do NOT:

• Strengthen the existing pavement • Increase the load-bearing capacity • Smooth out rough pavement

• Bridge major cracks (wider than 1/4

inch)

• Eliminate the need for maintenance or

(63)
(64)
(65)

You want to see some black…if you cannot, you more than likely have excess aggregate

(66)

Over Application of Aggregate

Rock on rock contact can and will eventually dislodge or damage other

rock particles. This can contribute to eventual asphalt flushing and/or bleeding and ultimately loss of skid

(67)

EFFECT OF AGGREGATE RATE

ON BINDER RATES

Note that the liquid level went up when

more dice where added

(68)

EFFECT OF AGGREGATE RATE ON BINDER

RATES

(69)

Aggregate Application

This is Very Important!

When you reduce the aggregate spread rate in order to increase the % voids, it is very likely that you will need to increase your asphalt rate in order to achieve the desired

embedment %. The opposite effect applies if

(70)
(71)

Aggregate Embedment

Generally, on low volume roads, the aggregate particles should be approximately 40 to 50%

embedded.

On high volume roads, the aggregate particles should be approximately 30 to 40% embedded

(72)

Aggregate Shape

Pay particular attention to the average particle size and particle shape in order to

consistently match asphalt rates with aggregate gradations. Proper embedment

(73)

Contamination from poorly maintained

stockpiles or poor loader operation

(74)
(75)

Top 5 Reason Seal Coats Fail

• Road being treated is not ready

• No asphalt or aggregate rate adjustments in

the field

• Poor timing of aggregate application

• Too much aggregate, not enough asphalt! • Cool nights

(76)

5 Keys to Success

• Timely, quality prep work (90-180 days ahead) • Inspect surface (day of application) to determine

rates and make knowledgeable adjustments in the field.

• Utilize variable rate spray bars and modified

emulsions/asphalts on higher volume roadways • Timely application of asphalt and aggregate to

optimize aggregate embedment

• Re-visit your jobs from previous years to learn what works and what did not.

(77)
(78)

ISSA A105 & A143

(79)
(80)
(81)
(82)
(83)

M arkings that last the life of the road

A ssuming, of course, that you pay attention to surface preparation …..

(84)

Screening

Oversize

Material

(85)
(86)
(87)
(88)
(89)
(90)

Unacceptable Joint

And Wet Joint

(91)

Cutting Straight Edge

Making Good Joint

(92)
(93)

Unacceptable Longitudinal Edge Line Bad Edge Line - City

(94)
(95)
(96)
(97)

Top 10

Reasons Why Preservation Treatments Fail

1. Wrong Road 2. Wrong Treatment 3. Wrong Time 4. Lack of Funds 5. Lack of Knowledge 6. Poor Preparation 7. Poor Materials

8. Poor Construction Practices 9. Lack of Inspection

(98)

Training

How to Construct High Quality Slurry Seal and Micro Surfacing Treatments - Part 1

How to Construct a High Quality Slurry Seal and Micro Surfacing Project - Part 2

How to Construct High Quality Chip Seal Treatments

https://events-na8.adobeconnect.com/content/connect/c1/ 1096716330/en/events/event/shared/default _template_simple/event_registration.html?sc o-id=1123923465&_charset_=utf-8

(99)

Other Contact Info

ISSA @ www.slurry.org

ARRA @ www.arra.org

AEMA @ www.aema.org

References

Related documents

Pursuant to article 20, paragraph 4, of the Law on Environmental Protection, the refusal of a request for information is made in the form of a decision which triggers

At the second tier of the nonlinear, context dependent, lattice of complementarity, Lion image-sign (−) and King image-sign (+) are the first two signs now placed within

The change in mean albumin excretion rate from baseline to week 10 was inde- pendent of blood pressure at baseline in both the losartan and placebo groups ( P ⬎ 0.2 for the

On this basis, we conclude that (like their U.K. counterparts) Canadian couples reallocate asset ownership to minimize tax liabilities. This means that the effective marginal tax

Therefore, it was assumed in the simulation that the phasing time required to bring the servicer to a specific location in the target orbit is only a small fraction of

Given that makeup is one way that women can alter their attractiveness ( Graham and Jouhar, 1981 ; Jones et al., 2015 ; Jones and Kramer, 2016 ; Batres et al., 2018 ), we predicted

(a) Orig- inal input image, (b) output of the Harris’ corner detection algorithm, (c) labeled text/non-text points - labeling done by NNC on either the Gabor features, (d) De-

Food handler focus groups in two Oregon counties discussed knowledge, practices, and barriers related to handwashing in the restaurant environment. Current knowledge-based