of aging as it seals the pavement surface, provides a highly skid-resistant surface and is cost effective. This study summarizes performance and the methodology used for developing specifications and a rational chip seal design in Oregon. Test sections included both emulsified asphalt and hot-applied chip seal applications.
A. Asphalt concrete pavement thickness density shall conform to the and requirements of the Asphalt Concrete Pavement section of the VDOT Road and Bridge Specifications. B. Bituminous pavement coring sample thickness and density test reports shall be submitted at completion of project in accordance with the requirements of the
B. ia Department of Transportation (VDOT) Road & Bridge Standards & Specifications. 1.2 SUMMARY A. Section Includes: 1. Cold milling of existing hot-mix asphalt pavement. 2. Hot-mix asphalt patching. 3. Hot-mix asphalt paving. 4. Hot-mix asphalt paving overlay. 5. Asphalt surface treatments. B. Imprinted Asphalt Related Sections: 1.
DIVISION 400-ASPHALT PAVEMENTS 401 Asphalt Base, Wearing, and Patching & Leveling Courses 9 401.2 Materials 401.2.1 Performance Graded Binder Grade 401.5.1 Procedures 401.6.4 Compaction 401.7.2 Surface Tolerance 401.7.3 Lot by Lot Compaction 401.10.3 …
The standards contained in these documents are the most recent version of each standard. These files may be printed to view the current edition of the Road and Bridge Standards. Complete Sections. Section 100: Drainage Items. Revised: February 2008; Section 200: Curbs, Medians, and Entrances . Revised: September 2006; Section 300: Pavement Items
Building Standards 02511 - 2 HOT-MIX ASPHALT PAVING . C. Prime Coat: Grade SC-70 liquid asphalt conforming to Section 203-2 of the Reference Specification. D. Tack Coat: Emulsified asphalt grade SS-1h conforming to Section 201-3 of the Reference Specification. E. Asphalt Paint: Conform to ASTM D41 or D43 per Section 203-8 of the Reference
Specifications, by Standard Special Provisions which are unique to a select group of projects or by Project Special Provisions which are unique to the specific bid proposal or contract. Working titles have a masculine gender, such as workman, workmen and foreman.
S315D1B-0105 IA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SECTION 315—RIDEABILITY June 10, 2004c SECTION 315—ASPHALT CONCRETE PAVEMENT of the Specifications is amended as follows: Section 315.07(a) Surface Tolerances is replaced by the following: Pavement smoothness will be determined by a profiler on designated lanes having a design
revision of VDOT Road and Bridge Specifications. 2) Time limitations and intervals between deliveries shall be in accordance with Section 217.09 of the VDOT Road and Bridge Specifications, latest revision. 3) Forms required to be accompanied with delivery shall be in accordance with Section 217.09 of VDOT Road and Bridge Specifications.
Section 506 — Gap-Graded Stone Matrix Asphalt 547 Section 507 — Slurry Seal and Micro-Surfacing 550 Section 508 — Milling Asphalt Pavement 558 Section 509 — Diamond Grinding 562 Section 510 — Filling and Sealing Cracks and Joints in Asphalt Pavements 564 2020 Standard Specifications for Construction and Materials
Continue reading Cold Mix Paving Registration This is an online, learn-at-your-own-pace, course hosted on the Asphalt Institute Learning Portal.For payment issues, please see our Learning System Checkout and Payment page.For group registrations or other issues, please contact us by email (webinars@asphaltinstitute) or phone (859.288.4960).
2012 NCAT Pavement Test Track; R. Buzz Powell, NCAT 2013 Fall Asphalt Conference - Commissioner's Comments; Greg Whirley, VDOT Applied Research Activities; Kevin McGhee, VCTIR Construction - Section 100 and R&B Specifications; Mark Cacamis, VDOT High Performance Asphalt Intersections - Fact or Fiction; Trenton M. Clark, VAA High RAP Research ...
Date. Subject (PDF Format) 06/01/2001. Bases & Subbases Quality Control/Quality Assurance. 11/01/2006. Monitoring Devices - Piezometer. 02/01/2007. Specifications for the Replacement or New Installation of Traffic Counting, Classification …
B. Alternate Pavement Design Method, which allows the use of predetermined pavement structural designs for qualifying new subdivision streets. Specifications And Additional Resources Specifications for all materials, testing, construction, and installation can be found in the following ia Department of Transportation documents:
VDOT Pavement ME User Manual; ModTag Software (Zip File; 42 ) Conferences and Seminars. Balanced Mix Design Just-in-Time Training. Link to VDOT Balanced Mix Design Just-in-Time training held on May 11, 2021 (on VAA's YouTube page) 2021 Asphalt Regional Seminars. 2021 Asphalt Regional Seminars (click link) 2020 Asphalt Regional Seminars
Section 5: Pavement Naperville Standard Specifications 500-2 REV 08/01/18 501 GENERAL The standards and requirements found in this article are for materials and construction of roadway pavement, parking lots, driveways, and bicycle/pedestrian pavement within the City of Naperville, Illinois. 501.1 STANDARD DOCUMENTS
ACCESS: Available to VDOT employees through Interlibrary Loan. Developing Specifications For Using Recycled Asphalt Pavement As Base, Subbase Or General Fill Materials, Phase Ii CITATION: Cosentino, P J Kalajian, E H Shieh, C-S Mathurin, WJK Gomez, F A Cleary,E.D.Treeratrakoon, A.,
Pavement Engineering & Science Program University of Nevada, Reno . Case Studies on the Implementation of Balanced Mix Design and Performance Tests for Asphalt Mixtures: ia Department of Transportation (VDOT) PES Program University of Nevada Reno . 1664, N. ia Street, MS 258, Reno, NV 89557.
Table 1 – Full-Depth Asphalt Pavement Table 2 – Asphalt with Aggregate Sub-Base Pavement. Notes: Design CBR is defined as 2/3 of the soaked CBR value. VDOT Specifications for SM-4.75, SM-9.0, SM-9.5, SM-12.5, and IM-19.0 can be found in Section 211 of the 2016 VDOT Road and Bridges Specification Book.
A. Asphalt Pavement Repair Aggregate Base Stone: The aggregate base shall be installed in accordance with Standard Detail 25.18 and compacted to the density specified in VDOT Road and Bridge Specifications, Section 309 Aggregate Base Course, latest revision. Asphalt Concrete Pavement: The asphalt concrete pavement shall be installed
The three types of asphalt binder selected were PG70-22, PG76-22 and PG76-28 high polymer. The asphalt binder content in each SMA mix varied around 6.3 to 6.4 percent by weight, except for one mix in which it was 6.8 percent. There were a total of 23 types of coarse aggregate in the SMA mixes. These aggregates mainly included the following rock ...
obtaining a mixture meeting the specification requirements and ensuring the best possible construction at a minimum cost to the State. VDOT employs a quality assurance program to ensure that quality asphalt concrete mixture s (a.k.a – hot mix asphalt [HMA], warm mix asphalt [WMA] and stone matrix asphalt [SMA]) are
3.3 Asphalt pavement widening shall conform to VDOT Standard WP-2. 3.4 Installation of pipe culverts and storm sewers shall conform to VDOT Standard PB-1. 3.5 The Department usually prohibits the opencutting of hardsurfaced roads except in extenuating - -
15-er-1-r21 - errata sheet for standard specification book for state road and bridge construction, edition 2015 15-06001 - plant mix asphalt construction (bm-mixes) 15-06002 - plant mix asphalt construction - commercial grade (bm-mixes) 15-06004 - asphalt pavement - unified government of wyandotte count/kansas city/kansas
Transportation (GDOT). They were developed in consultation with the paving and materials industries, through the Georgia Partnership for Transportation Quality. Types of asphalt pavement covered include Bituminous Surface Treatments (BST) and Hot Mix Asphalt (HMA) composed of the Department's 4.75, 9.5 and 12.5 Superpave mixes. These materials
DETAILED SPECIFICATIONS – CHIP SEAL SECTION 410 – CHIP SEAL 410-1 DESCRIPTION: This work shall consist of the construction of a single course chip seal for pavements and/or shoulders in accordance with the Contract documents. Chip Seal Shoulders only item to be selected only when the mainline pavement will not be chip sealed. 410-2 MATERIALS:
2016 VDOT Road and Bridge Specifications TABLE OF CONTENTS DIVISION I—GENERAL PROVISIONS..... 1 SECTION 101—DEFINITIONS OF ABBREVIATIONS, ACRONYMS, AND TERMS ...
6 is placed using asphalt pavers, compacted by vibratory rollers and hardens into concrete. RCC 7 contains a low amount of water, exhibits no slump, requires asphalt paving equipment for 8 placement rather than expensive slip-form paving equipment, and can be placed and opened to …
VDOT Uses System & Project Approach to QA. Project Approach in the Field (VDOT) Asphalt Field Level 2 technicians. Monitor construction of roller pattern. Monitor compacting, nuclear density testing, coring/plug and calculation of average control strip density. Randomly tests cores from control strip (IA) Provides random numbers to contractor
Asphalt Base Course- A foundation course consisting of mineral aggregate, bound together with asphaltic material. The course generally consists of larger aggregate with the maximum size between ¾" (19 mm) and 1.5" (37.5 mm) Asphalt Binder-Asphalt that is refined to meet specifications for paving, industrial, and special purposes.