Click here to enter a date.

Project info

Project ID	Highway
Contract ID	County
Description

Introductions / pAVing day contacts

Name (Company)	Phone	HTCP # / Cert	Attended Mtg
Project Leader
Paving Inspector
Paving Foreman
WPMC
CPMC
Region Independent Assurance/Approve JMF
Additional Meeting Attendees

Asphalt Mixtures AND MATERIALS

Asphalt Plant Name/Location	Phone:
Plant Contact	Email:
Contractor Mix ID	Mix Type	Plant Name/Location	Ignition Oven Correction Factor (IOCF)	DOT Approved Mix #
0-250-
0-250-
0-250-
0-250-
Material	Type	Supplier/Location	Sample Needed	QV Random Numbers Created?
PG Binder	Select
Tack Coat	Select
Production TSR Testing Required?* Yes No (See CMM 8-36-6.14 & SS 460.2.8.2.1.3.1 (6))	*Contractor tracking

Sample AC according to https://wisconsindot.gov/rdwy/cmm/cm-08-50-e0001.pdf#cm8-50e1

sampling and testing

Mix Testing (SS 460.2.8.2 / 460.2.8.3)

Plant Name / Location	Phone
Mix and Core Testing Lab (Qualified Lab # from APL)
WisDOT QC Retain Sample Custody-Contact & Process	Security tape the QC-Retain box, sign taped area, and leave at the asphalt plant.
Name	Phone	HTCP # / Cert
QC Mix Tester
QC Density
QV Density
WisDOT Core Custody

Copies of running average calc sheets for blended aggregate, mix properties, asphalt content, and mix adjustment records are to be submitted daily to Region HMA Specialist/IA and WisDOT Project Material Coordinator.

QV personnel must maintain core custody at all times.

After QC testing of the cores, dry cylinder molds prior to delivering to the region lab.

Density Testing (460.3.3.2 / 460.3.3.3 / Specials)

QC/QV testers need to coordinate test number system.

Stationing needs to be established for locating testing locations. OnStation can be used for locating stations only, offsets need to be measured.

Density readings are 3 independent random numbers for transverse and longitudinal locations.

Gauges can only be moved for uneven surfaces, see MOTP Jan. 2025 WTM T355 Section 9.1

Concrete Patching Project: Test at location and use the asphalt offset or Move test 10 ft from patch

Inspector and Contractor to mark out questionable areas together.

Coring: Follow AASHTO R79 & WTM R79

Establish reference site (WTM T355 Section 8.4)

Test strip spacing for gauges to be agreed upon by engineer & contractor on or before pre-pave in writing. (50’)

Perform footprint testing per Appendix A of the special provisions.

Construction Schedule – TEST STRIP

Lower Layer Test Strip Date	Click here to enter a date.	Paving Start Time	Tonnage
Lower Layer Test Strip Location
Upper Layer Test Strip Date	Click here to enter a date.	Paving Start Time	Tonnage
Upper Layer Test Strip Location
Core Diameter	Core Fill Material
Core Transportation Method	Cylinders inside coolers with ice

Construction Schedule – Main Production

Paving Date	Click here to enter a date.	Paving Start Time
Start Location
Truck Access / Traffic Control
Contractors Proposed Schedule

Cold weather paving (ss 450.3.2.1.2)

Submitted	Click here to enter a date.	Accepted	Click here to enter a date.
Yes	No	Remarks
Warm Mix Additive: Product on APL?	Record Dosage Rate:
Modified Compaction Process

Communication reminders

NOTIFY DEPARTMENT PERSONNEL EACH DAY OF PAVING. Contact

Random Numbers need to be submitted to Department Personnel (HMA Specialist/IA and Project Material Coordinator) for the entire project prior to 1st day of paving.

QV & QC are required to inform each other of failing or warning band test results immediately

Final test records and control charts need to be submitted to project staff within 10 days of completing HMA paving.

Inform QC technician which Lot/ Sublot the QV mix sample is replacing.

Contractor to notify the department of AC supplier/ source change

Inspection Reminders

Batch tickets required with each load for mix and tack. (SS 450.4 & 455.4)

Check and record tack application rate in inspectors DWR, also ensure it is conforming to SS 455.3.2

Milled surfaces need to be prepped and swept prior to paving.

Paving Inspector will be observing and documenting QC test procedures and equipment.

Check and record the following in inspectors DWR: underlying surface, cross slope, depth checks, paving widths, temperature behind paver and at truck bed, rolling pattern, longitudinal joint type, location of start of paving, location of end of day paving, location of any stops, and paver speed (ft/min.). Also take pictures as the day progresses.

Verify yield daily and record in inspectors DWR.

Test Strip day- Send a link to HMA Specialist of density testing location photos and test strip spreadsheet.

Region DOT pavement & material contacts

Technical Services Supervisor	Rebecca Rooyakkers	920-492-2394
HMA Specialist/IA	Bryce Cibulka	920-360-6413
Aggregate / Concrete IA	Jamie Cynor	920-366-8096
Material Lab Coordinator	Greg Kollross	920-492-5677
Soils/Pvmnt/Mat’ls Assistant	Hunter Schultz	920-492-2387
Materials Engineer	Travis Maatta	920-492-5637
Pavement Engineer	Matt Bertucci	920-492-4158
Statewide IRI Ride	Chris Norton	Office: (608) 267-0990 Cell: (608) 516-6360