Materials & Pavements
Materials Quality Assurance Program
Materials Acceptance Program
- 502 Cement
- 503 Reinforcing Steel Epoxy Coating
- 504 – Reinforcing Steel
- 505 – Precast/Prestressed Concrete Structures
- 506 – Ready Mix Concrete
- 506 -Appendix A Volumetric Concrete Mixer Inspection Checklist
- 507 – Fly Ash and Pozzolan
- 508 – Asphalt Emulsion
- 509 – Asphalt Binder
- 510 – Hydrated Lime
- 511 – Concrete Pumping
- 512 – Reinforcing Steel Galvanize Coating
- 513 -Pavement Marking Paint
- 514 – Hot-Mix Asphalt
Qualified Equipment and Suppliers Statewide Certified Profiler Operators
Supplier Prequalification
Quality Management Plans
- Archived
- Current
- INTRODUCTION
02056 Embankment, Borrow and Backfill
02712 Lean Concrete Base Course
02721 Untreated Base Course
02735 Microsurfacing
02737 Pavement Soft Spot Repair
02741 Hot Mix Asphalt (HMA)
02744 Stone Matrix Asphalt (SMA)
02745 Asphalt Materials
02752 Portland Cement Concrete Pavement
02765 Pavement Marking Paint
02785 Chip Seal Coat
02786 Open Graded Surface Course
02787 Bonded Wearing Course
02789 Slurry Seal
03055 Portland Cement Concrete
03056 Self-Consolidating Concrete
03058 Rapid Strength Concrete
Part 2
- Materials Manual of Instruction(MMOI)
- Terminology
-
932 Procedure for Sampling/Accepting Pavement Marking Paint and Beads -
933 Method for Determining Aggregate Flakiness Index -
945 Dynamic Stripping Test of Asphalt Material Aggregate Mixtures -
954 Open Graded Surface Course -
960 Volumetric Mix Design and Verification -
961 Guidelines for Superpave Gyratory Compactor Protocol -
962 Guidelines for Stone Matrix Asphalt (SMA) Mix Design and Verification -
963 Section 963 Superpave Mix Design Verification with the IDEAL Test -
965 Guidelines for Cold In-Place Asphalt Recycling using Solventless Emulsion and Lime -
974 Guidelines or PCC Mix Design -
975 Guidelines for Well-Graded Combined Aggregate Gradations -
976 Concrete Fast Set Repair Materials -
977 Concrete Strength Limits -
978 Procedure for Testing Pozzolan Percentages in Blended Cement -
981 Random Sampling -
982 Aggregate Test Sample Size -
984 Sampling Asphalt Mixtures -
985 Reducing Samples of Asphalt Mixtures -
986 Sampling Chip Seal Emulsions -
987 Method For Determining The Average Least Dimension Of Cover Aggregates -
988 Guidelines for Laboratory Mixing of HMA -
989 Establishing Maximum Field Density -
990 Method of Test for Hamburg Wheel Track Testing -
995 Procedures for Operating and Evaluating Results from a Profilograph -
1010 Introduction -
1011 Materials Acceptance -
1012 Technician Independent Assurance -
1012 Technician Independent Assurance Appendix – Limited Observation Forms (Nuclear Density) -
1012 Technician Independent Assurance Appendix – Limited Observation Forms (Aggregate) -
1012 Technician Independent Assurance Appendix – Limited Observation Forms (Asphalt) -
1012 Technician Independent Assurance Appendix – Limited Observation Forms (Concrete) -
1012 Technician Independent Assurance Appendix – Limited Observation Forms (Embankment) -
1013 Laboratory Qualification Program -
1013 Lab Qualification Appendix-Check List -
1014 Technician Qualification Program -
1015 – Materials Testing Calculations -
Appendix B QC Elements and Example Plans -
Appendix C Reference for Paired T Tests -
Appendix D Comparison of Quality Control and Acceptance Tests -
Appendix E Sample Partnering Agreement
- Structure Steel Verification
Structure Steel Construction Manual
- Authorized Products List
Materials Authorized Products
Materials Verification Testing
Minimum Sampling and Testing Requirements
Pavements
- Inspecting, Sampling and Accepting Pavement Marking Paint on New Construction Projects
- Asphalt Surfacing
- Bonded Wearing Coarse
- Chip Seal Emulsion
- Hamburg
- Recycled Plastic in HMA
- Rubberized Asphalt
- Scrub Seal
- Selecting and Using Asphalt Emulsions
- Selecting and Using Asphalt Pavement Rejuvenating Agents
- Spray Paver
- Stone Matrix Asphalt (SMA)
- Tack/Prime Coats
- Tire Rubber Modified Hot Applied Chip Seal Coat
- Cement and Fly Ash
- Portland Limestone Cement
- Concrete Fast Repair MT-04.05
- Concrete Maturity Meter Methods
- Dowel-Bar Retrofit
- Driven Pile Welding MT – 07.01
- Electrode (welding rod) certification (MT-07.01A)
- Epoxy Coated Reinforcing Steel
- Fly Ash and Pozzolans
- Maturity Meter Methods
- Precast Concrete
- Quality Management Plans (MT-11.01)
- Structural Steel Coatings and Preparation
- Structural Steel Painting MT-03.04
- Ultra Thin Whitetop (UTW) MT-02.01A
- Welder Qualification (MT -07.01B)
- Welding Procedure Spec. (MT -07.01C)
- Database Access
-
Forney Machine Support
- Technical Support Help Line (Monday to Friday, 10am to 7pm): 1-724-346-7400
- Online support:
Forney Support Website - Email: support@forneyvault.com
Online Support and Email options will create a support ticket that multiple people can access. - Database Development Report (Updated on 15th and 30th of each month)
- Masterworks Materials Update Report
-
New Features
- Notification Email Recipients Override Process (Updated on 10/6/2020)
- Support Contacts
Masterworks Support : mwmaterials@utah.govD. Scott Potter: 801-647-3459; dspotter@utah.govScott Morrill: 801-503-6429; smorrill@utah.gov
-
User Guides
- Masterworks Navigation(pdf)
- Aggregate Supplier Target Letter Form(pdf)
- Embankment Borrow and Backfill Form(pdf)
- Asphalt Mix Design Submittal Form(pdf)
- Asphalt Supplier Mix Design Verification Testing Form(pdf)
- Asphalt Acceptance Testing Form(pdf)
- Binder/Emulsion Sample Witness Form(pdf)
- Binder Supplier Verification Form(pdf)
- Binder Split Sample Form(pdf)
- Concrete Mix Design Approval Form(pdf)
- Concrete Trial Batch Form(pdf)
- Concrete Project Mix Design Approval Form(pdf)
- Rebar Form(pdf)
- Strands Form(pdf)
- Hydrated Lime Sample Form(pdf)
- Pavement Paint Project Sample Form(pdf)
- Structural Coating Sample Form(pdf)
- Database Access
- Contact : Bin Shi 801-633-6260 bshi@utah.gov
- Temperatures as of 5/11/2022
- Temperatures as of 4/19/2022
- Temperatures as of 4/11/2022
- Temperatures as of 3/28/2022
- Temperatures as of 2/22/2022
- Temperatures as of 1/26/2022
- Temperatures as of 3/24/2021
- Temperatures as of 3/10/2021
- Temperatures as of 2/16/2021
- Temperatures as of 2/2/2021
- Temperatures as of 12/3/2020
- Temperatures as of 6/4/2020
- Temperatures as of 5/14/2019
- Temperatures as of 3/28/2018
- Temperatures as of 6/15/2017
- Temperatures as of 3/9/2017
- Temperatures as of 6/20//2016
- Temperatures as of 3/21//2016
- Temperatures as of 9/24//2015
- Temperatures as of 5/13/2014
- Temperatures as of 3/31/2014
- Temperatures as of 4/24/2013
- Temperatures as of 5/29/2012
- Pavement Design MOI Modification Request Form
- Computer Generated Random Stations
- Computer Generated Randoms By Quantity
- Computer Generated Randoms By Time
- Nuclear Moisture-Density Determinations
- Sieve Analysis
- Classification of Soils and Soil-Aggregate
- Base and Surface Report
- Concrete Aggregate
- Form 348 Density Report (C-348)
- Form 247 Request for Testing of Binder/Paint (C-247)
- Form 247 Request for Testing of Emulsions (C-247)
- Manufacturer's Certificate of Compliance
- Sieve Inspection Procedure
- Binder Sample Form
- Binder Sample Can Labels
- External Employee Independent Assurance - Limited Observation
- External Employee Independent Assurance - Proficiency Sample
- Asphalt AsTT
- Concrete CTT
- Embankment EbTT
- Sampling, Reduction & Density SRDTT/DTT
- Aggregate Sieves/Gradation
Pavement Design
The Utah Department of Transportation (UDOT) has adopted AASHTOWare Pavement ME Design software to perform pavement designs according to the AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) and UDOT new Pavement Design Manual of Instruction for all pavement designs including Federal aid Local Government projects.
Informational Items
Fact Sheets
Materials Database
Masterworks Database
Masterworks Database