Booklet on paving

A WIRTGEN WIRTGEN GROUP GROUP COMPANY COMPANY

VÖGELE Booklet on Paving

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VÖGELE BOOKLET ON PAVING

CONTENTS 1

Design of a Road Paver

1.1 1.2 1.3 1.4 1.5 1.6 1.6.1 1.7

Differences between Construction Machinery and Road Pavers ............................ ..... 8 Components of a Road Paver .................................................................................... 10 The “Floating Screed Principle“ ................................................................................. 12 Theoretical Outline of the Floating Screed Principle“ ............................................... 13 Tracked Pavers and Wheeled Pavers ................................ ................................... 14 VÖGELE Product Overview ................................... ................................... ............ 18 Paver Classification ...................... ....................... ........................ ....................... .... 20 Examples of Paver Applications ................................. ................................... ...... 22 Types of Paving ....................................................................................................... 22 InLine Pave / SprayJet Technology ................................... ........................ ............... 24 Paving Materials ....................... ....................... ........................ ....................... ........ 26

1.7.1

1.7.2 1.7.3 2

2.1 2.2 2.2.1

2.2.2 2.2.3 2.2.4 2.2.5 2.3 2.3.1

2.3.2 2.3.3 2.3.4 2.4 2.4.1 2.4.2 2.4.3 2.5 2.6

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7

“

Screed

3

Parameters Influencing the Paving Process

85

3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.7.1 3.7.2 3.7.3

General .................................... ................................... .................................... . 86 Paving Material ................................... ................................... ......................... 88 Paving Parameters ............................... ................................... ......................... 89 Paver Set-Up .................................. ................................... ............................... 89 Relationship Between Tamper Speed and Pave Speed ................................ ......... 92 Recommended Settings for Paving Parameters .................................... ............... 93 Functions of the Hydraulic Rams for Raising / Lowering the Screed ...... ............... 94 Screed Float ........................ ....................... ........................ ....................... ............ 95 Screed Assist ....................... ....................... ........................ ....................... ............ 95 Screed Freeze ...................... ....................... ........................ ....................... .............. 95

4

Recommendations for Paving / Points to Note

4.1 4.1.1 4.1.2 4.1.3 4.1.4 4.1.5

Before Starting .............................. .................................... ............................... 98 Fundamentals ..................... ....................... ........................ ....................... ............ 98 Setting the Layer Thickness .................... ........................ ....................... ............... 100 Weather Conditions when Paving Asphalt ..................... ....................... ............... 104 Requirements Made on the Roadbase and its Surface .............................. ........... 105 Augers and Limiting Plates for the Auger Tunnel on an Extending Screed ........... 108

29

General Differences between Screeds .................................... ............................. 30 Extending Screeds .................................. ................................... ........................ 32 Components of the Extending Screed ..................................................................... 32 Compacting Systems Installed in Extending Screeds .......................................... .... 34 Extending Screeds and Bolt-on Extensions ...................................... ....................... 36 Set-Up of the Extending Screed ........................................... ........................ ........... 38 Mechanical Design and Maintenance of the Telescoping System ................ ........... 48 Fixed-Width Screeds ................................ ................................... ........................ 50 Components of the Fixed-Width Screed .................................................................. 50 Compacting Systems Installed in Fixed-Width Screeds ....................................... .... 52 Fixed-Width Screeds and Bolt-on Extensions ................................... ....................... 54 Set-Up of the Fixed-Width Screed ..................... ........................ ....................... ........ 60 Screeds for the American and Australian Markets .............................. .................. 62 VF Extending Screed (with Front-Mounted Extensions) ........................ ................... 62 VR Extending Screed (with Rear-Mounted Extensions) .................... ....................... 64 Main Applications of the VF / VR Screeds ................. ........................ ....................... 66 Special Screed: AB 600 High Compaction Screed in the TP2 Plus Version ........... 68 Set-Up .................................. .................................... ................................... ...... 70

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2.6.1 Tamper ........................ ........................ ....................... ........................ ................... 70 2.6.2 Pressure Bar(s) ........................ ....................... ........................ ....................... ........ 71 2.6.3 Tamper Shield ..................... ....................... ........................ ....................... ............ 72 2.7 Side Plates ............................... ................................... .................................... . 73 2.7.1 Mechanical-Hydraulic Side Plate .................... ........................ ....................... ........ 73 2.7.1.1 Hydraulic Side Plate from VÖGELE ................................. ....................... ................ 74 2.7.1.2 Standard Side Plate from VÖGELE .......................................... ....................... ........ 76 2.7.2 Bevel Irons ...................... ....................... ........................ ....................... ................ 77 2.8 Screed Heating .................................... ................................... ......................... 78 2.9 Screed Maintenance .................................. .................................... ................... 80 2.9.1 Daily Maintenance ...................... ....................... ........................ ....................... .... 80 2.9.2 Weekly Maintenance ...................... ....................... ........................ ....................... .. 82

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4.1.6 Definition and Preparation of the Route ...................................... ........................ 110 4.1.7 The Optimal Sensor for Every Paving Application ..................... ........................ .... 111 4.1.8 Ordering Asphalt from the Mixing Plant on Call .................. ........................ ........ 122 4.1.9 Preparing the Reference for Automated Grade and Slope Control ........... ............ 123 4.1.10 Correct Positioning of the Grade and Slope Sensors .... ........................ ................ 124 4.2 During the Paving Process ................................... ................................... .......... 125 4.2.1 Positioning the Paver ........................ ....................... ........................ .................... 125 4.2.2 Head of Mix in Front of the Screed ........................................... ........................ .... 126 4.2.3 Joints in Asphalt Pavements ..................... ....................... ........................ ............ 127 4.2.4 Expansion Joints ....................... ........................ ....................... ........................ .... 131 4.2.5 Paving “Hot to Cold” ..................... ....................... ........................ ........................ 132 4.2.6 Paving “Hot to Hot” ....................... ........................ ....................... ........................ 133 4.2.7 Duties of the Paving Team During the Paving Process ...................... .................... 134 4.2.8 Tools for Continuous Verification of the Paved Result ...... ........................ ............ 136 4.3 After Paving ................................ .................................... ................................. 138 4.3.1 Subsequent Compaction by Rolling ...................... ....................... ........................ 138 4.3.2 Rules for Rolling and Avoiding Errors ....................... ........................ .................... 142 4.3.3 Measurement of Density and Surface Accuracy .................... ........................ ........ 143 4.3.4 Cleaning, Daily Maintenance and Completion of the Job Site ............. ................ 144 5

Imperfect Paving

5.1 5.2 5.2.1 5.2.2 5.2.3 5.2.4 5.2.5 5.3 5.3.1 5.3.2 5.3.3 5.3.4 5.4

Systematic Elimination of Paving Errors ................................. ........................... 148 Paving Problems / Paving Errors ................................ ................................... .... 158 Irregularities when Passing over Mix ....................... ........................ .................... 158 Pavement Irregularities due to Large Screed Planing Angle ................ ................ 159 Hump Formed when Resuming Paving ....................... ........................ ................ 160 Short Irregularities in a Transverse Direction .................... ........................ ............ 161 Periodic Irregularities in a Longitudinal Direction .................... ........................ .... 162 Segregation in General ................................. ................................... ................ 164 Transverse Strips ....................... ........................ ....................... ........................ .... 166 Strips in the Middle of the Pavement ....................... ........................ .................... 167 Strips in the Lateral Areas of the Pavement ...................... ........................ ............ 168 Patches of Mix in the Surface Texture ....................... ........................ .................... 169 Imprints ............................... .................................... ................................... .... 170

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5.5 5.6

Longitudinal Step ................................ ................................... ......................... 170 Non-Uniform Surface Structure due to Crushed Grains ...................................... 171

6

Paving Materials in Detail

6.1 6.2 6.3 6.4 6.5 6.5.1 6.5.2 6.5.3 6.5.4 6.5.5 6.6 6.7 6.8

General Pavement Structure .................................. .................................... ....... 174 Producing Asphalt Mix .............................. .................................... ................... 180 Types of Pavement Layers ................................ .................................... ............. 184 Bitumen Grades Used ............................... .................................... ................... 185 Asphalt Types and Their Composition ................................ ............................... 186 Stone Mastic Asphalt ....................... ....................... ........................ ...................... 186 Asphaltic Concrete (Paved Hot) ...................... ........................ ....................... ....... 188 Asphaltic Binder ...................... ....................... ........................ ....................... ....... 190 Asphalt for Base Course ...................... ....................... ........................ .................. 192 Porous Asphalt ........................ ....................... ........................ ....................... ....... 194 Mix Temperatures in °C ................................... .................................... ............. 196 Causes of Poor-Quality Asphaltic Concrete Mixes for Hot Paving ........................ 197 Emulsion Types .................................... ................................... ......................... 198

7

Special Equipment and Special Methods

7.1 7.2 7.3

Spray Technology ................................. ................................... ......................... 202 Two-Layer Paving ................................. ................................... ......................... 210 Material Feeders .................................. ................................... ......................... 218

8

Index / Notes

173

201

147

228

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1.3

The “Floating Screed Principle“

1.4

The “floating“ working tool is the main difference distinguishing a road paver from other construction machinery. In other words, the layer thickness only changes as a result of changes in the screed‘s planing angle or changes in the height of t he screed tow points. This way, irregularities in the ground are diminished when passed over, without having to intervene through a control system.

h H a b

Theoretical Outline of the “Floating Screed Principle“

= = = =

r e v a P d a o R a f o n g i s e D

Height after compensation Height of irregularity Depth of screed plate Length of screed arm + depth of screed plate

Short irregularities in the base are levelled out through the self-levelling property of the Floating Screed.

.

1

H

When passing over long irregularities, the height of the screed tow points changes, thus leading to a change in the layer thickness.

b

h

a

The following rule can be derived from the example of a paver passing over a short irregularity: Depending on the screed planing angle, more or less mix is packed under the screed as the paver advances, and the layer thickness gradually changes over a longer distance. The response of the screed to such changes depends on:

Height of Screed Tow Point

Speed

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Properties of Mix

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Pave speed Change in height of the screed tow points Properties of the mix (compactability, load bearing capacity).

Taking into account different lengths (b) (extending over length of screed arm and depth of screed plate) for the different paver types, an average ratio of about 5 : 1 results as far as compensation of a short irregularity in the base is concerned.

h=

Hxa b

Long irregularities in the base can only be levelled out by actively controlling the height of the screed tow points. NOTE

The evenness of the pavement must increase with every layer placed. The magnitude of improvement depends on the quality of the layer below.

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2.2

Extending Screeds

2.2.4

Set-Up of the Extending Screed

Setting Up the Screed: Prerequisites

d e e r c S . 2

1. Clearance between sliding blocks and sliding rail has been set and checked (see page 48). 2. Height adjustment: Adjusting spindles have been set and checked (see pages 42 onwards). 3. Screed has been raised and laid down on locking bolts. 4. Set both tow point rams to identical heights. 5. Crown has been set to 0%. 6. Clamping screw for height adjustment is released. 7. Height adjustment of the extending screed has been set to 0 on the scale.

3

4

5

6

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2.2

Extending Screeds

2.2.4

Set-Up of the Extending Screed

Preparation Support the screed on large wooden blocks or pallets to compensate for any unevenness of the ground. Flange surfaces must be clean, i.e. free from asphalt.

Height Adjustment of the Bolt-on Extension The height of the extending unit and bolt-on extension in relation to one another is adjusted via the eccentric bolts so that the trailing edges of the screed plates are flush while the leading edges are between 0.5 and 1mm higher.

TIP Before mounting a bolt-on extension, the tamper shafts of both the screed’s extending unit and the bolt-on extension must be set so that the arrow on the coupling points to the gap in the gearwheel (see photo).

Easy and Fast Attachment with Quick-Fitting Aid The bevelled quick-fitting aid makes it possible to raise a bolt-on extension without tightening down the screws. This allows an extension to be fitted even on an uneven base.

0mm 1mm (maximum)

Fitting the Braces The frames of the screed‘s extending unit and of the bolt-on extension must be joined. Then fit the braces stabilizing the bolt-on extensions. These braces must be adjusted so that a light downwards pressure is exerted onto the extension.

TIP The front and rear eccentric bolts must be set to zero position (uppermost position). This is important later on for aligning the extending unit with the basic screed.

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TIP The pressure is correct if the brace can be turned slightly. If it cannot, the pressure is too high.

45

d e e r c S . 2


2.5

Special Screed: AB 600 High Compaction Screed in the TP2 Plus Version Pressure Valve

d e e r c S . 2

Pressure Sensor

Constant Oil Flow Pulsed Oil Flow

Gear Pump

Pulse Generator Return Pipe

Pressure Adjusting Unit

Tank

Pressure Bar

The VÖGELE high -compaction process begins with the pulse generator. It generates high-frequency pressure pulses. The pressure bar(s), in contrast to the beating tamper bar, remain in permanent contact with the material, thus forcing it down for a prolonged period of time.

›

Thanks to the high density achieved by the pressure bar(s), fewer passes are required for subsequent compaction by rolling.

›

› The pressure bar(s) driven by pulsed flow hydraulics are the core of VÖGELE High-Compaction Technology. › Thanks to this uniquetechnology, VÖGELEHigh-CompactionScreeds in the TP1,TP2 or TP2 Plus versions bring about the highest degree of density a road paver can achieve.

In recent years, the AB 600 in the TP2 Plus version has been developed further and perfected to meet the special requirements of “hot to hot“ paving. On an InLine Pave contract, it achieves an extraodinarily high degree of precompaction. Depending on the paving material used, the resultant compaction comes very close to the final density. The AB 600 Extending Screed in the TP2 Plus Version at a Glance Uses: for “hot to hot“ paving of binder and base courses, as well as thick roadbase packages. Maximum pave width 8.5m. Supplementary weight for additional compaction. Innovative tamper geometry: modified tamper shield so that material is drawn under the screed more effectively. Variable tamper speed up to 1,800rpm. Special tamper stroke settings 4, 7 or 9mm. 2 pressure bars with infinitely variable pressure from 40 to 120 bar each.

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T= Tamper

P1 = Pressure Bar 1

P2 = Pressure Bar 2

The pressure bars P1 and P2 are the last elements in the process of compaction as a whole.Logically, they are located in the rear area of VÖGELE HPC screeds.Only in this location can the highest possible compacting effort be achieved,as the mix is prevented from yielding to the front.Nor can it yield to the sides, where it is constricted by the screed‘s side plates.

›

T = Tamper

P1 = Pressure Bar 1

P2 = Pressure Bar 2

› A separate control is provided for each compacting system installed ina VÖGELEHigh-CompactionScreed. › Fine control of the pressure for the pressure bar(s) allows VÖGELE High-Compaction Technology to be used for paving surface courses as well.

A change from high compaction to conventional compaction and vice versa can easily be made from the ErgoPlus 3 operating consoles. This allows the screed to be used for highly varied applications.

›

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3.5

Relationship Between Tamper Speed and Pave Speed

While paving, an equilibrium of forces is reached between the screed and the paving material. Any change in the pave speed or the tamper speed immediately results in a change of the screed‘s floating behaviour.

8m/min.

4m/min.

Tamper speed and pave speed are very strongly dependent on one another. Any change in pave speed without changing the tamper speed and position of the screed tow point rams will affect precompaction of the mix. If the pave speed is increased without simultaneously increasing the tamper speed, the load bearing capacity of the mix will be reduced and the screed lay a thinner layer at a steeper planing angle.

3.6

Recommended Settings for Paving Parameters

Type of Pavement

Asphalt: Base Course

Asphalt: Binder Course

) . n i m /

) m m ( e k o r t S r e p m a T

) m p r ( d e e p S r e p m a T

) m p r ( d e e p S r o t a r b i V

l a i r e t a M

) m c ( s s e n k c i h T r e y a L

AC 32 T

10 - 60

2-4

4-7

1,500 - 1,800 2,600 - 3,000

90 - 110

AC 22 T

6 - 10

2-5

4-7

1,000 - 1,400 2,100 - 2,400

70 - 100

AC 22 B

6 - 10

2-5

4

1,000 - 1,400 2,100 - 2,400

70 - 100

AC 16 B

4-8

2-6

4

600 - 1,000

1,800 - 2,100

50 - 80

AC 11 B

4-6

3-6

4

600 - 800

1,600 - 1,800

50 - 70

AC 11 D

4-6

3-6

4

600 - 900

1,600 - 1,800

50 - 80

AC 8 D

2-4

3-6

2-4

600 - 900

1,300 - 1,600

50 - 70

AC 5 D

2-4

3-6

2-4

600 - 900

1,200 - 1,500

Off

SMA 11

4-6

3-6

4

600 - 1,500

1,600 - 1,800

50 - 80

SMA 8

2-4

3-6

2-4

600 - 1,500

1, 300 - 1,600

50 - 70

SMA 5

2-4

3-6

2-4

600 - 1,500

1,200 - 1,500

Off

AC 16 TD

8 - 16

2-6

4

1,200 - 1,800 2,200 - 3,000

1-3

3 - 10

2

500 - 1,400

m ( d e e p S e v a P

) s ) ( r r a a b B ( e r e r u u s s s s e r e r P P

. 3

Low Precompaction High Precompaction

Pave Speed 8m/min.

4m/min.

Paving with Automated Grade and Slope Control If automated grade and slope control is used for paving, the desired elevation of the screed can be maintained by increasing the planing angle, but precompaction will not remain constant.

After Compaction by Rolling Pave Speed 8m/min.

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4m/min.

When the roller passes over the mix, the amount of extra compaction will differ on account of varying precompaction and result in irregularities in the surface.

Asphaltic Concrete: Wearing Course

Asphalt: Combined Base/ Wearing Course Asphalt: Thin Layer

1,000 - 1,200

s s e c o r P g n i v a P e h t g n i c n e u fl n I s r e t e m a r a P

80 - 110

Off

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4.1

Before Starting

4.1.7

The Optimal Sensor for Every Paving Application e t o N o t s t n i o P / g n i v a P r o f s n o i t a d n e m m o c e R

Short Ski Length 0.3m

TIP Should only be used for tight bends or for deliberately copying irregularities from the base.

Long Ski Length 0.8m

. 4

TIP

Big MultiPlex Ski By arranging 3 sonic grade sensors in a row, it is possible to tap the physical reference at several points lying far apart from each other. Based on the values picked up by the sensors, Niveltronic, the VÖGELE System for Automated Grade and Slope Control, calculates a virtual reference. In this way, the system is much more precise for levelling out long irregularities than a single level sensor.

Averaging Beam Length 7m

TIP

TIP Ideal for levelling out long irregularities when an absolute reference is not available.

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Used when paving large bends or straight sections.

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Used when paving surfaces requiring high evenness.

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4.2

During the Paving Process

4.2

During the Paving Process

4.2.2

Head of Mix in Front of the Screed

4.2.3

Joints in Asphalt Pavements1

RULES A joint describes the connecting seam between two adjacent strips (longitudinal joint). Joints are found when working with several pavers in echelon (“hot to hot“) or when placing a single lane alongside an existing lane (“hot to cold“). A transverse joint is produced when resuming work on the previous day‘s section or between paving sessions. In all cases, the two areas must be durably connected to prevent surface water seeping into the pavement.

The head of mix in front of the screed should be uniformly spread over the full pave width. The use of limiting plates for the auger tunnel and of strike-off plates is strongly recommended.

Longitudinal Joints

Mix is not spread adequately from the inside outwards, with the result that there is too much mix in front of the screed’s basic unit:

Paving “Hot to Hot“ Paving with two or more pavers working in echelon is ideal for an integral bond between asphalt strips. Points to be noted: The distance between the individual pavers should be kept as short as possible so that the joint face of the first strip is still sufficiently hot. The first rollers following each paver should be of the same size. The rollers start rolling towards the joint from the outer pavement edge inwards. Compaction ends approx. 15cm beside the longitudinal joint on either side. The joint is then the last strip to be compacted by the rollers. This way a tight bond between the pavement strips is obtained.

Reduce conveyor speed. Check / adjust position of sensor for augers. Road Axis Asphalt Wearing Course Asphalt Binder Course

Asphalt Base Courses

The convey ors do not deliver sufficient mix: Increase conveyor speed. Fit limiting plates for auger tunnel. Check / adjust position of sensor for augers.

Longitudinal Joint Joints should be offset in the individual pavement layers and produced with oblique faces. 1 Text and diagrams on pages 127 - 130 in accordance with the asphalt LEITFADEN: Ratschläge für den Einbau von Walzasphalt (Asphalt Manual,Guidelines for Paving Hot Mix),published by DAV Deutscher Asphaltverband e.V.(German Asphalt Association), 2nd edition,July 2007, pages 35 - 40.

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4.3

After Paving

4.3.4

Cleaning, Daily Maintenance and Completion of the Job Site

10 Steps after Paving: Time Required 30 Minutes (approx.)

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Step 1:

Before the paver is supplied with material from the last feed lorry, switch off screed heating and spray the material hopper and auger with cleaning agent.

Step 2:

Before raising the screed, switch off automatic grade and slope control and set both screed tow point rams to the same height.

Step 3:

Raise the screed and set it down on the locking bolts.

Step 4:

Empty the material hopper and conveyor tunnel.

Step 5:

Extend the screed completely and select operating mode “N“ (neutral).

Step 6:

Clean those parts of the tractor unit and screed which cool rapidly (side plates, deflector plates, centre auger box, limiting plates for the auger tunnel and push-rollers).

Step 7:

Select “Positioning“ mode and activate “Cleaning“.

Step 8:

Spray all paver parts in contact with the mix with cleaning agent (tamper must be sprayed from the back, pressure bar(s) from above).

Step 9:

Retract the screed‘s extending units, switch off the engine and the ignition.

Step 10:

Remove the sensors for grade and slope control, as well as the screed consoles. Put cover onto the paver operator‘s console to prevent vandalism.

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e t o N o t s t n i o P / g n i v a P r o f s n o i t a d n e m m o c e R . 4

TIP After Work on the Job Site The following tasks should also be performed when the work on site is complete: 1. Technical check of the machine. 2. Make sure that the machine has been properly parked. 3. Protect the machine against vandalism. 4. Add up the delivery notes for mix for the day just ended. 5. Check that everything has been prepared on site for the next working day (is sufficient fuel available, has asphalt been ordered from the mixing plant for the next day, etc.).

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5.1

Systematic Elimination of Paving Errors

Possibilities for Detecting Paving Errors on the Basis of Descriptions Formation of Undulations

Impressions in the Asphalt Pavement, Starting Humps, Insufficient Compaction Open-Textured Surface

Segregation

Other Problems

A) Formation of undulations at irregular intervals over the full width while paving 1. Do the undulations also occur without automated grade and slope control? If not, continue with step 5. 2. Check the sensitivity of Niveltronic and set up Niveltronic anew. 3. Inaccurate reference (wire wrongly tensioned, uneven base). 4. Check the choice of sensors (sonic sensors react to changes in temperature due to wind or rain). 5. Slack in the mechanism for height adjustment of the extending units or in the telescoping tubes? 6. Are the tractor unit / screed arm and fishplate tightly connected? 7. Slack in the torque restraint system? 8. Bolt-on extensions have a negative screed planing angle. 9. Tamper speed is too high for the set pave speed. 10. Check the setting of the pressure bar(s) (height and pressure). 11. Pave speed is not constant. 12. Supply of mix is not constant. Have the sensors for the conveyors and augers been set correctly?

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g n i v a P t c e f r e p m I . 5

B) Formation of undulations at regular intervals over the full width while paving

Formation of Undulations

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13. Has the ratio of maximum grain size to layer thickness been taken into account or has aggregate been shattered? (Since this effect is enhanced by the Screed Assist function, it should not be used when paving wearing course.) 14. Is the Screed Float valve working correctly? 15. Can the side plate move freely? 16. Have the braces (horizontal / vertical) been fitted correctly when paving large widths?

1. Do the undulations also occur without automated grade and slope control? If not, continue with step 5. 2. Check Niveltronic‘s sensitivity and set up Niveltronic anew, if necessary (exchange components). 3. Inaccurate reference (uneven base or wire wrongly tensioned: distance between stakes = 6m). 4. Has the required precompaction been achieved behind the paver or are the undulations due to rolling errors? 5. Slack in the height adjustment mechanism of the extending units or in the telescoping tubes? 6. Slack in the torque restraint system? 7. Bolt-on extensions have a negative screed planing angle. 8. Tamper speed is too high or too low for the set pave speed (for approx. 3 m/min = 700rpm, for approx. 5 m/min = 1,000rpm, for approx. 10 m/min = 1,800rpm). 9. Supply of mix is not constant. Have the sensors for the conveyors and augers been set correctly? 10. Have the braces (horizontal / vertical) been fitted correctly when paving large widths?

C) Undulations only form under the left or right extending units 1. Do the undulations also occur without automated grade and slope control? If not, continue with step 5. 2. Check Niveltronic‘s sensitivity and set up Niveltronic anew, if necessary (exchange components). 3. Inaccurate reference on one side (uneven base or wire wrongly tensioned: distance between stakes = 6m). 4. Are the hydraulic ram for raising / lowering the screed, the Screed Float valve and the shutoff valves working properly? 5. Slack in the mechanism for height adjustment of the extending units or telescoping tubes?

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6.8

Emulsion Types

Overview of Emulsion Types for Noise Absorbing Thin Overlay

What happens when bitumen emulsion “breaks”?

The type and handl ing of bitumen emulsion used is a matter of great importance when paving thin overlay. Among other things, it is important to ensure that the emulsion is applied constantly at the required rate over the entire surface so that the water contained in the emulsion can evaporate.

When heating the bitumen emulsion to 70 - 80 °C and spraying it onto the base, the majority of the water contained in the emulsion evaporates. The remaining water evaporates spontaneously when the emulsion comes into contact with asphalt heated to more than 100 °C. In this way, the emulsion “breaks” when using SprayJet technology from VÖGELE.

For this reason, a semi-permeable asphalt is normally used when paving thin overlay, as it allows the remaining moisture to escape through the asphalt‘s open structure after paving. In this way, water is extracted from the emulsion, leaving only a film of bitumen. Professionals refer to this process as “emulsion breaking“.

l i a t e D n i s l a i r e t a M g n i v a P

4

. 6

1. Prepared base: milled surface or freshly laid binder course. Type of Emulsion

Nominal Content Bitumen in % by Weight

Breaking Class

On Contact with the Base

C60BP1-S

60

1

breaks rapidly

C40BF1-S

40

1

breaks rapidly

C67BP5-DSH-V

67

5

breaks very rapidly

2. Hot bitumen emulsion at a temperature between 70 and 80 °C is applied by the spray paver.

C67BP5-DSH-V ist is a cationic polymer-modified bitumen emulsion with class 5 breaking effect, meaning that the emulsion breaks very rapidly when it comes into contact with the base. The breaking effect and high bitumen content make this emulsion ideal for paving thin overlay on spray seal, hot to hot (DSH-V). 1

2

3. Paving of a binder or surface course. The bitumen emulsion “breaks” immediately as the hot asphalt causes the water to evaporate, leaving a firmly adhering film of bitumen.

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3

4. Any water still remaining in the emulsion evaporates through the “open pores” of the asphalt overlay.

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7.1

Spray Technology

250mm

120°

120°

The nozzles do not spray the emulsion continuously, but operate instead in pulsed mode. The frequency of the spray pu lses is adjusted automatically as a function of the selected rate of spread, pave speed and pave width.

The spray nozzles are opened and closed pneumatically. A compressed air system is integrated into the SprayJet module for this purpose.

s d o h t e M l a i c e p S d n a t n e m p i u q E l a i c e p S . 7

A very low spray pressure of no more than 3 bar allows absolutely uniform spreading of bitumen e mulsion and a clean result when spraying along kerbs.

The SUPER 1800-3i SprayJet is equipped with five spray bars. The front spray bar has six spray nozzles and is located between the machine’s crawler tracks right behind the push-rollers. An articulated spray bar installed on each side of the paver comes with 7 nozzles per side. Finally, a short spray bar with two nozzles is provided right behind each crawler track. This arrangement of

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The particularly high quality of the spray nozzles guarantees perfect spraying.

the spray bars allows full coverage of the existing surface with emulsion, even when the pave width varies. The rate of spread can be selected accurately within the range of 0.3 and 1.6kg/m².

The SprayJet nozzles do not spray the emulsion continuously, but operate instead in pulsed mode. The frequency of the spray pulses is adjusted automatically as a function of the selected rate of spread, pave speed and pave width. As a result, complete coverage of the existing surface with a uniform film of emulsion is achieved, without any overlaps.

Emulsion is applied at an exceedingly low spray pressure of no more than 3 bar. In combination with the high-quality spray nozzles, this allows the emulsion to be sprayed cleanly and without burdening the environment.

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A WIRTGEN GROUP COMPANY

JOSEPH VÖGELE AG

Joseph-Vögele-Str. 1 67075 Ludwigshafen · Germany [email protected]

®

Telephone: +49 (0)621 8105 0 Fax: +49 (0)621 8105 461 www.voegele.info

ERGOPLUS, InLine Pave, NAVITRONIC, NAVITRONIC Basic, NAVITRONIC Plus, NIVELTRONIC, NIVELTRONIC Plus, RoadScan, SprayJet, VÖGELE, VÖGELE PowerFeeder, PaveDock, PaveDock Assistant, AutoSet, AutoSet Plus, AutoSet Basic, ErgoBasic and VÖGELE-EcoPlus are registered Community Trademarks of JOSEPH VÖGELE AG, Ludwigshafen/Rhein, Germany. PCC is a registered German Trademark of JOSEPH VÖGELE AG, Ludwigshafen/Rhein, Germany. ERGOPLUS, NAVITRONIC Plus, NAVITRONIC BASIC, NIVELTRONIC Plus, SprayJet, VISION, VÖGELE, VÖGELE PowerFeeder, PaveDock, PaveDock Assistant, AutoSet, AutoSet Plus, AutoSet Basic and VÖGELE-EcoPlus are trademarks registered in the US Patent and Trademark Office to JOSEPH VÖGELE AG, Ludwigshafen/Rhein, Germany. Legally binding claims cannot be derived from written information or pictures contained in this brochure. Pictures may include optional extras. We reserve the right to make technical or design alterations. 2280299 EN/03.15

Booklet on paving

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