2004 QMS Manual Contents
PREFACE
This manual has been prepared as a practical guide for asphalt technicians in the construction and inspection of asphalt pavements. It is intended to serve as a basic introduction to asphalt construction for the new technician as well as a reference source to those with considerable experience. While it is fully recognized that this manual alone cannot make a person a totally competent asphalt technician, it should provide the basic knowledge and direction for one truly interested in becoming qualified, to do so.
The terms “technician”, “inspector” and “contractor” are used throughout the manual. Generally, when reference is made to the technician, both the Contractor's representative and the buyer's (NCDOT) representative are implied. Where reference is made to either the “inspector” or the “contractor”, then either the buyer's (NCDOT) or the contractor's representative, respectively, are specifically implied.
The information in this manual is generally compatible with current North Carolina Department of Transportation specifications and procedures, however, it does not override the provisions and specifications of a given contract. While the Department utilizes both English and Metric specifications, this manual is primarily written in English units with the Metric equivalent immediately following in parenthesis. The technician should always thoroughly review the specifications and provisions of a given contract and in the event of conflicts with this manual, the contract specifications will always govern.
Many competent men and women serve as Asphalt Technicians in North Carolina;
however, in this manual only masculine pronouns are used in reference to
Technicians, Inspectors and Contractors. This convention is used to avoid
awkwardness in writing style and in no way is intended to reflect sexual
bias on the part of the writers.
.
ACKNOWLEDGMENTS
The North Carolina Department of Transportation would like to express appreciation to the Asphalt Institute for their permission to use quotations, graphs, illustrations and other literature in the preparation of this manual.
Appreciation is also expressed to the Barber-Greene Company, Cedarapids Manufacturing Company, Blaw-Knox, USA, Galion Company, Dynapac and other equipment manufacturers for the use of their illustrations and information. Use of specific trade names or manufacturers' illustrations does not imply endorsement by the Department. These are used solely because they are considered necessary in meeting the objective of this manual.
The Department also expresses appreciation to the Florida Department of Transportation, the Virginia Department of Highways and Transportation, the Carolina Asphalt Pavement Association, the Federal Highway Administration and others for the use of their materials in the preparation of this manual.
SECTION 1: QUALITY MANAGEMENT SYSTEM (QMS) FOR ASPHALT PAVEMENTS
Contractor's Quality Control Plan 1.2
Asphalt QMS Technician Qualifications and Certifications 1.3
General Description of Asphalt Paving Materials / Pavements 2.2
Technician Responsibilities 2.3
Superpave Asphalt Mix Types 3-2
Superpave Application Rates of Spread per inch (mm) Depth 3-4
Typical Superpave Single Layer Depths / Rates 3-5
Performance Characteristics Considered in Mix Design 4.3
The Superpave Mix Design System 4.4
NCDOT Mix Design Procedures 4.5
"Master" Job Mix Formula Procedures 4.7
Certification of Asphalt Plants 5.3
Asphalt Plant Specification Checklist 5.4
Batch Plant Operations and Components 5.5
Drum-Mix Plant Operations and Components 5.6
Introduction of Anti-Strip Additive for Plant Mix (Batch or Drum) 5.7
Aggregate Cold Feed System 6.3
Calibration of Cold Feeders 6.4
Segregation of Plant Mixes
6.7
Scales and Public Weighmaster
6.8
Hauling of Asphalt Mixtures
6.9
Pollution Control Equipment 6.10
Superpave Field Laboratory
7.2
Quality Control (QC) Sampling
and Testing Schedule 7.3
Mix Verification, JMF Adjustments,
and Corrective Action Procedures 7.4
Test Method for Sieve Analysis
of Fine and Coarse Aggregates for HMA 7.7
Sieve Analysis (Extracted Aggregate) 7.9
Asphalt Binder Content Control
Options 7.10
Superpave Gyratory Field
Procedure 7.13
Maximum Specific Gravity (Gmm) - (Rice Test) 7.14
Tensil Strength Ratio Test (TSR) 7.16
Allowable Retesting for
Mix Deficiencies 7.18
Quality Assurance (QA)
Sampling and Testing 7.19
Milling of Asphalt Pavements 8.2
Quality Control, Handling & Processing of RAP MATERIAL 8.3
Plant Calculations and Control For Recycled Mixes 8.5
Hot Mix Placing and Compaction
Operations - General 9.4
Spreading and Finishing
of Asphalt Pavements 9.5
Compaction of Asphalt Pavements
9.7
Rolling and Compaction
Procedures 9.8
Pavement Density QMS Testing
Procedures 10.3
Nuclear Density Control
Quality Assurance (QA) 10.5
Core Sample Density Quality
Control (QC) 10.6
Quality Assurance (QA)
Core Sample Density Control 10.7
Nuclear and Core Sample Density Control Limited Production Procedures 10.9
Independent Assurance
(IA) Sampling and Testing for Density Control 10.10
Last Updated: 1/31/2004
Contact: Ted Naylor