Reseal Surveillance Report V1.0

• Project Description

• Job Number

• Weather Conditions

  Fine

  Mostly Fine

  Overcast

• SCC-CWS-CM-001

• Conducted on

  Date

• Prepared By

  Jeff Willersdorf

  Kev Hancock

  Mick Ammenhauser

  Tim Brock
• Location
  Address

Spray Sealing Contract Works

• Principal Contractor:

  Allroad Surfaces

  Downer Edi

  RPQ

  Tropic Asphalts

  Allens Asphalt

• Sub-contractor:

  Allroad Surfaces

  Downer Edi

  RPQ

  Tropic Asphalts

  Allens Asphalt

Design Parameters:

• Treatment

  Single (S/S)

  Double (D/D)

  Inverted (D/D)

  PMB (S/S)

• Nominal Aggregate Size

  Select 7mm 10mm 14mm 16mm 14/7mm 10/16mm 7/14mm

  • 7mm
  • 10mm
  • 14mm
  • 16mm
  • 14/7mm
  • 10/16mm
  • 7/14mm

• Binder Type:

  C170 - No Cutter

  C170 - inc. Cutter

  S35E PMB

  S0.7S Olexobit Max

• Additivies: (Please note type and %)

Stockpile Site:

• Is stockpile material covered?

  Acceptable

  Conditional

• Is aggregate dusty or wet?

  Yes

  No

  N/A

Aggregate:

• Tested and conforms?

• Pre-coating conforms?

• Source of Aggregate

• ALD consistent with design aggregate?

  Yes

  No

  N/A

• Preliminary comments:

Pre-Start Inspection

WH&S Requirements:

• All personnel at site have been inducted and signed on?

• Records of toolbox talks available?

• All personnel are equipped with appropriate PPE?

• First Aid Kits and Nominated First Aiders are available on site?

• Fire extinguishers readily available on site?

• Spill kits available on site?

Traffic Management Measures:

• Is provision for the following adequate:<br><br>▶ Signage<br><br>▶ Traffic Cones<br><br>▶ Flag Persons

  Yes

  No

• Comments (i.e. single lane, contraflow, closed with detours)

Surface Preparation:

• Base Condition (Soft Spots)

  Acceptable

  Conditional

• Has existing surface been broomed?<br><br>▶ Surface has been swept no less than 300mm beyond the edge of the area to be sprayed

  Yes

  No

• Has dust been minimised while brooming?

  Yes

  No

• Is surface agreed ready and fit to seal?

  Yes

  No

• Has there been pre-spraying of areas of varying texture?

  Yes

  No

  N/A

• Have the spray runs been marked to minimise hand work?

  Yes

  No

Pavement Surface Temperature:

• Pavement Temperature is above minimum level for 1 hour prior to sealing. ▶ Must be no less then 15ºC for cutback bitumen ▶ Must be no less then 20ºC for PMB

Information on Sprayer:

• Mechanical sprayer certified?

  Yes

  No

  N/A

• Spray nozzles as per certificate?

  Yes

  No

  N/A

• Appropriate end jets?

  Yes

  No

  N/A

• Spare nozzles, thermometer and strainer available?

  Yes

  No

  N/A

• Table for sprayer road speed available?

  Yes

  No

  N/A

Sampling of Bitumen:

• No. of samples:

  1

  2

  3

  4

• Sampled by:

• Point of sampling:

• Sample received by:

  Jeff Willersdorf

  Kev Hancock

  Mick Ammenhauser

  Tim Brock

• Pre-start comments:

Spraying and Covering

Binder:

• Temperature and heating conforms

  Yes

  No

  N/A

• Binder temperature is above the minimum level for 1 hour prior to sealing. ▶ C170 - 160ºC to 190ºC ▶ Multigrade C600 - 160ºC to 190ºC ▶ PMB - 100ºC to 240ºC

• Are the binder application rates within tolerences?

  Yes

  No

• Have longitudinal spray runs been overlapped by no less than 50mm?

  Yes

  No

• Have protective strips of paper been placed at the end of sealing works?

  Yes

  No

Application of cover material

• Mat test completed (Q711A - 1996)

  Yes

  No

• Test 1:

• Mass of canvas mat & aggregate - m1 (kg):

• Mass of canvas mat - m2 (kg):

• Area of mat - nearest 0.002m2 (m2):

• Spread rate - R1 (kg/m2): R1 = (m1 - m2) / Area

• Loose unit mass of aggregate - DI (t/m3):

• Spread rate - R2 (m2/m3): R2 = (1000*DI) / R1

• Test 2:

• Mass of canvas mat & aggregate - m1 (kg):

• Mass of canvas mat - m2 (kg):

• Area of mat - nearest 0.002m2 (m2):

• Spread rate - R1 (kg/m2): R1 = (m1 - m2) / Area

• Loose unit mass of aggregate - DI (t/m3):

• Spread rate - R2 (m2/m3): R2 = (1000*DI) / R1

• Has the binder been covered as soon as possible after spraying?

• Is the application rate uniform and adequate?

  Acceptable

  Conditional

• Is aggregate firmly embedded into the binder?

  Yes

  No

• Type of rollers used:

  Multi Tyre Roller

  Multi Tyre Roller & Drum Roller

• Did rolling commence within the required time frame?<br><br>▶ No later than 5 minutes for PMB<br><br>▶ No later than 15 minutes for cutback bitumen

  Yes

  No

• Was back rolling carried out for the required minimum timeframe?<br><br>▶ 1 hour per 1000m2 for roads with < 500 v/l/d<br><br>▶ 1 hour per 1500m2 for roads with > 500 v/l/d

  Yes

  No

• Was sufficient sweeping to remove loose aggregate conducted?

  Yes

  No

• Did the contractor monitor loose aggregate and undertake additional sweeping if rate is higher than:<br><br>▶ 20 particles per m2 for urban areas<br><br>▶ 30 particles per m2 for med - high traffic (> 250 v/l/d)<br><br>▶ 40 particles per m2 for low traffic (< 250 v/l/d)

  Yes

  No

  N/A

• Spray sheet received?

  Yes

  No

• Spraying and covering comments:

Post Work Inspection

Condition of Work:

• Is the appearance of the mat uniform?

  Acceptable

  Conditional

• Is there adequate binder depth on the aggregate?

  Acceptable

  Conditional

• Is there any evidence of flushing or inadequate texture depth?

  Yes

  No

• Defect 1:

  Media

• Defect 2:

  Media

• Surface Texture Conditions:<br><br>▶ Provide photos with ruler for reference

  Acceptable

  Conditional

• Surface Texture 1:

  Media

• Surface Texture 2:

  Media

• Temporary markers installed?

  Yes

  No

  N/A

• Adequate after-care signage installed?

  Yes

  No

  N/A
• Location:
  Address

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  Media
• Location:
  Address

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  Media
• Location:
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  Media
• Location:
  Address

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  Media

• Site cleanliness?

  Acceptable

  Conditional

• Further Comments:

Recommendations:

• Enter comments or recommendations:

• Contractor Performance:

  Very Poor

  Poor

  Average

  Good

  Very Good

• SCC Representative:

  Sign