Presentation delivered at the CalAPA Spring Asphalt Pavement Conference April 9-10, 2014 in Ontario. Topic: New Superpave specification coming to California.
An orientation on changes to Caltrans asphalt pavement specifications to incorporate elements of the national "Superpave" standard. Presented by Joe Peterson, chief, Office of Roadway Materials Testing for Caltrans at the Dec. 3, 2014 CalAPA L.A. and High Desert Technical Committee meeting in Fontana.
Here we go again. After a top-to-bottom rewrite of Caltrans Section 39 asphalt specifications a couple of years ago, the specs are changing again to incorporate “Superpave” elements and new test methods. Get a quick overview of the changes to expect, and how they will impact your operation.
Presentation by Jack Van Kir,, Director of Asphalt Technology, George Reed Inc. on best practices for Rubberized Hot Mix Asphalt (RHMA) Mix Design. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif.
One of our most highly rated presenters walks you through highlights of recent changes to Caltrans Section 39 asphalt specifications, including incorporation of elements of “Superpave” testing and acceptance. Toni Carroll is the Northern California Area Manager, Technical Services, for Vulcan Materials.
An orientation on changes to Caltrans asphalt pavement specifications to incorporate elements of the national "Superpave" standard. Presented by Joe Peterson, chief, Office of Roadway Materials Testing for Caltrans at the Dec. 3, 2014 CalAPA L.A. and High Desert Technical Committee meeting in Fontana.
Here we go again. After a top-to-bottom rewrite of Caltrans Section 39 asphalt specifications a couple of years ago, the specs are changing again to incorporate “Superpave” elements and new test methods. Get a quick overview of the changes to expect, and how they will impact your operation.
Presentation by Jack Van Kir,, Director of Asphalt Technology, George Reed Inc. on best practices for Rubberized Hot Mix Asphalt (RHMA) Mix Design. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif.
One of our most highly rated presenters walks you through highlights of recent changes to Caltrans Section 39 asphalt specifications, including incorporation of elements of “Superpave” testing and acceptance. Toni Carroll is the Northern California Area Manager, Technical Services, for Vulcan Materials.
What is the Superpave binder? and how it is superior over traditional Binder and limitation of traditional binder specification. And testing methods and consideration of Superpave Binder.
Presentation delivered March 4, 2015 by Amir Ghavibazoo, Ph.D., at the California Asphalt Pavement Association joint Los Angeles-High Desert Technical Committee meeting in Fontana.
Grease Sampling and Analysis of Offshore Wind Installations in Europe to Impr...Rich Wurzbach
Wind turbine grease sampling and analysis techniques, developed through research with the Danish Offshore Wind Grease Sampling team, and presented as a posted at the 2014 AWEA Offshore Wind conference in Atlantic City, NJ
Presentation at the ASTM June 2015 meeting in Ft. Lauderdale, FL, USA, to the Grease subcommittee on a new method for testing grease particulate using a direct imaging method on samples prepared by ASTM D7918.
Wind turbine lubricant sampling, flushing, and analysisRich Wurzbach
This presentation at the Lubrication Academy in Atlantic City, New Jersey, USA, covered discussion of gearbox oil settled particles, proper flushing and sampling of gearboxes, grease sampling and analysis, and experience from the Denmark Offshore Wind research group.
Wind Turbine Sampling and Analysis: NREL GRC presentation, Feb 18, 2015Rich Wurzbach
Presentation by Rich Wurzbach, MRG Labs, at the NREL Gearbox Reliability Collaborative meeting in Golden, CO, February 18, 0215. Gives background development of grease sampling tools for wind turbines, standards development, and recommended practices by AWEA.
Mohamed Elkashef, Ph.D, representing the University of California, Davis Pavement Research Center (UCPRC) delivers a presentation on UCPRC's research related to the use of RAP in asphalt mixes. Presentation delivered on Nov. 7, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
ASTM D7718 Sampling Standard (topic presented at OilDoc2015)Rich Wurzbach
An overview of the methods outlined in ASTM D7718. Topic to be presented to attendees at the OilDoc2015 Conference held in Rosenheim, Bavaria, Germany on January 29, 2015.
Why Frac & How it works!
Rock Mechanics
Fundamentals of Hydraulic Fracturing
Fracturing models
Design criteria for frac treatments
Frac Equipment
Frac chemicals and proppants
QC for Frac job
Hydraulic fracturing technologies and practices
Presentation by Dr. Adam Hand, University of Nevada, Reno, on the latest research and performance data on the use of RAP, RAS and other Durable Asphalt Pavement Mixes. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif.
Dr. John Harvey, director, University of California Pavement Research Center, reviews the most recent research with regard to Reclaimed Asphalt Pavement during a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
What is the Superpave binder? and how it is superior over traditional Binder and limitation of traditional binder specification. And testing methods and consideration of Superpave Binder.
Presentation delivered March 4, 2015 by Amir Ghavibazoo, Ph.D., at the California Asphalt Pavement Association joint Los Angeles-High Desert Technical Committee meeting in Fontana.
Grease Sampling and Analysis of Offshore Wind Installations in Europe to Impr...Rich Wurzbach
Wind turbine grease sampling and analysis techniques, developed through research with the Danish Offshore Wind Grease Sampling team, and presented as a posted at the 2014 AWEA Offshore Wind conference in Atlantic City, NJ
Presentation at the ASTM June 2015 meeting in Ft. Lauderdale, FL, USA, to the Grease subcommittee on a new method for testing grease particulate using a direct imaging method on samples prepared by ASTM D7918.
Wind turbine lubricant sampling, flushing, and analysisRich Wurzbach
This presentation at the Lubrication Academy in Atlantic City, New Jersey, USA, covered discussion of gearbox oil settled particles, proper flushing and sampling of gearboxes, grease sampling and analysis, and experience from the Denmark Offshore Wind research group.
Wind Turbine Sampling and Analysis: NREL GRC presentation, Feb 18, 2015Rich Wurzbach
Presentation by Rich Wurzbach, MRG Labs, at the NREL Gearbox Reliability Collaborative meeting in Golden, CO, February 18, 0215. Gives background development of grease sampling tools for wind turbines, standards development, and recommended practices by AWEA.
Mohamed Elkashef, Ph.D, representing the University of California, Davis Pavement Research Center (UCPRC) delivers a presentation on UCPRC's research related to the use of RAP in asphalt mixes. Presentation delivered on Nov. 7, 2019 at the California Asphalt Pavement Association Fall Asphalt Pavement Conference in Sacramento, Calif.
ASTM D7718 Sampling Standard (topic presented at OilDoc2015)Rich Wurzbach
An overview of the methods outlined in ASTM D7718. Topic to be presented to attendees at the OilDoc2015 Conference held in Rosenheim, Bavaria, Germany on January 29, 2015.
Why Frac & How it works!
Rock Mechanics
Fundamentals of Hydraulic Fracturing
Fracturing models
Design criteria for frac treatments
Frac Equipment
Frac chemicals and proppants
QC for Frac job
Hydraulic fracturing technologies and practices
Presentation by Dr. Adam Hand, University of Nevada, Reno, on the latest research and performance data on the use of RAP, RAS and other Durable Asphalt Pavement Mixes. Presentation delivered during the CalAPA Fall Asphalt Pavement Conference Oct. 26-27, 2016 in Sacramento, Calif.
Dr. John Harvey, director, University of California Pavement Research Center, reviews the most recent research with regard to Reclaimed Asphalt Pavement during a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
2017 CalAPA Fall Asphalt Pavement Conference presentation: New specifications are available that provide local agencies the ability to utilize the latest in asphalt mix design and material testing. Presented by Brandon Milar, CalAPA, substituting for Frank Farshidi, Project Manager, City of San Jose Department of Transportation.
Responding to the public’s demand for more sustainable operations, many agencies are permitting ahigher percentage of Reclaimed Asphalt Pavement (RAP) in pavement mixes and are considering the use of Recycled Asphalt Shingles (RAS). Hear from a renowned national expert on the very latest in RAP and RAS trends, research and practical applications.
Mineral Technologies new LC3 Spiral has revolutionised fine coal beneficiation. Surpassing the performance of our own industry leading LD7 spiral. The LC3 has proven to reduce the cut point and improve Ep on almost every coal type it has been tested on. Supplied in spiral banks or as part of a modular CPP the LC3 is now available world wide.
Presentation by Joe Peterson of Caltrans on the Caltrans move to "Superpave" delivered at the CalAPA Fall Asphalt Pavement Conference Oct. 24, 2013 in Sacramento, Calif.
Presentation on Warm Mix Asphalt (WMA) delivered by Brandon Milar of MeadWestvaco at the CalAPA joint industry-agency Technical Committee meeting Dec. 10, 2014 in San Diego.
Warm Mix Asphalt training documents provided by the National Center for Asphalt Technology (NCAT) for classes held June 26 & 27, 2013 in California, sponsored by the California Asphalt Pavement Association (CalAPA).
This ppt is about the cold mix asphalt. Some of its advantages and disadvantages over hot mix asphalt. Also some discussion about the test conducted on the cold mix asphalt and the result of it. And also discuss about the conclusion of above.
PROJECT: TEST RIG FOR HYDRAULIC FLUID (A3987)
The test rig is used to test the anti-wear properties and the aging
behaviour of hydraulic fluids under defined and reproducible
conditions. For this purpose, a vane pump Vickers 35VQ25A-11*20
for ASTM D6973-2014 and a Bent Axis type axial piston pump
A2F10 for JCMAS P 045 are used as test objects. The subsequent
investigation of the wear inserts and oil condition then allows
conclusions about the performance of the tested fluids, especially
their ability to avoid wear and resist oxidation. The modern and
ergonomically designed test rig meets all the specifications of the
European Machinery Directive 2006/42/EG to a high standard or
equivalent Indian Standard. The test rig is used to determine the
wear characteristics and oxidation/ aging of non-petroleum and
petroleum hydraulic fluids. For this purpose, a rotary vane pump
generates a test pressure under specific boundary conditions. The
result obtained is the total mass loss from the cam ring and the ten
vanes (ASTM D6973-2014) after the test. For indicating oxidation
stability or aging behaviour of hydraulic fluids this test bench, uses a
bent axis pump A2FO10 and a pressure relief valve DBDS 10
K1X/400V as load at high temperatures. The test takes place under
the influence of air and a copper catalyst. This procedure allows for
an accelerated aging rate using a real hydraulic component. The test
rig parameters meet the specifications according to ASTM D6973-
2014 and JCMAS P 045. Additionally, it is capable of carrying out the
evaluation of hydraulic fluid for frictional characteristics and energy
efficiency performance under indigenously developed and
industrially simulated test methods by varying load, speed,
temperature, pressure, flow rate etc.
Dan Staebell with Cargill examines the use of WMA, RAP and other technologies to lower asphalt's carbon footprint in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Marco Estrada with PRS provides an industry perspective of cold in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Dr. Dave Jones of the University of California Pavement Research Center provides an academic perspective of in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Larry Hernandez with Caltrans provides the department's perspective on in-place recycling in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Erik Updyke, project manager for the City & County Pavement Improvement Center, focuses on pavement quality for local agencies in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Buzz Powell, technical director, Asphalt Pavement Alliance, examines various trends in the industry from a national perspective in a presentation delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Chris Sparks with MacRebur delves into the utilization of reclaimed plastics into asphalt pavement mixes delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Scott Dmytrow with PavementACES, a noted pavement preservation expert, provides an update on various tools and techniques in the pavement preservation space delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation by Joseph Dongo of Caltrans on the department's eTicketing initiative for construction materials transport delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Alex Richardson with Haul Hub delivers a presentation on eTicketing technology delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation on Environmental Product Declarations and benchmarking delivered by Amlan Mukherjee of WAP Sustainability during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario.
Presentation by Cathrina Barros of Caltrans, co-chair of the Women of Asphalt California Branch, on Women of Asphalt Activities in 2023 and 2024 delivered during the CalAPA Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario
Presentation on the City & County Pavement Improvement Center delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation by Sean Devine of X-B-E on the "Hey NAPA" research tool utilizing AI technology, and other implications of AI for our industry, delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
An overview of the Caltrans District 8 program and priorities delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Update on the Joint Training & Certification Program for materials technicians in California delivered at the California Asphalt Pavement Association Spring Asphalt Pavement Conference March 7-8, 2024 in Ontario, Calif.
Presentation on "Pointers & TIps" related to Environmental Product Declarations (EPDs) from the perspective of an asphalt plant expert delivered by T.J. Young at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
Presentation titled "The Emerald Eco-Label Tool & Lessons Learned" delivered by Amlan Mukherjee, Ph.D., P.E. of WAP Sustainability Consulting at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
Presentation on the national perspective on Environmental Product Declarations (EPDs) delivered by Joseph Shacat of the National Asphalt Pavement Association (NAPA) at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
Presentation on "Challenges for Environmental Product Declarations (EPDs) Implementation" delivered by Dr. John Harvey of the University of California Pavement Research Center (UCPRC) at the CalAPA EPD workshop on Oct. 25, 2023 in Sacramento.
More from California Asphalt Pavement Association (20)
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
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Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
4. Changes to Mix Specifications
Tighter Specs
◦ Air Voids ±1.5%
◦ Binder for HMA: -0.3%, +0.5%
◦ Binder for Rubber: -0.4%, +0.5%
No more VFA
VMA Design Vs. Production
5. Changes to the Mix
Higher Binder Contents
◦ Compactor changes volumetrics
◦ Rubber binder content is now a
minimum of 7.5 TWM (8.1 DWA)
6. Changes to the Mix
Coarser gradations
FAA required for ALL mixes,
More fractured faces
7. Change to Fractured Face Method
Currently a particle is considered
crushed if 25% of the face is fractured.
New procedure requires 50% of the face
to be fractured. 2x more fracture!
8. Compaction: Kneading vs.
Gyratory
HVEEM Compactor uses “kneading”
motion to compact pucks
◦ Tamping rod presses down in various
places around the puck
Gyratory Compactor uses “gyrating”
motion to compact pucks
◦ Surface the same size as the puck is
rolled in a circular fashion around the
puck
9. Time Saved with Gyratory
Task HVEEM Gyratory
Grading Aggs 60 60
Mixing 45 45
Compacting 15 20*
Cool Down for Stability 90* -
Stability Test 25 -
Cleanup 20 20
TOTAL (Minutes): 255 145
TOTAL (Hours): 4.25 2.4
Technician’s Time: 2 hrs 45 min 2 hrs 5 min
*Does not
require
technician to
be present
10. Cost to Purchase
Compactor: $40k
Accessories: $8k
Construction Costs: $0k-$10k
TOTAL CAPITAL COST:
$48,000-$58,000
11. Cost to Outsource
Field Samples: $900-$1200
Lab Mixed Designs: $5400-$7500
12. What to Do on Your Job
Avg. Caltrans job may have 20,000-
30,000 tons of mix
Need Mix Design
Need to test for Verification
Need to test for Production Startup
Need one test for every 4,000 tons
Avg Testing for Job: 5-10 samples
13. Hamburg Wheel Track
General Overview
Weighted steel
wheel runs back
and forth over
HMA samples in a
heated water bath
14. Test Purpose
Predicts:
◦ Rutting Fatigue
◦ Moisture Susceptibility
◦ Stripping
Mix Fails Due To:
◦ Weak aggregate structure
◦ Inadequate binder stiffness
◦ Moisture damage
15. Caltrans’ Reason for HWT
No stability test
Rutting potential
Tests for
moisture
sensitivity &
stripping
To be used with
TSR
16. How will your mix fare?
Stiffer asphalt binders
(higher high temperature
grades) do better
Adding liquid antistrip or
lime usually improves the
HWT results.
Improvement with lime is
usually more dramatic
than with liquid
Harder aggregates do
better (Igneous vs.
limestone)
Stone on stone mixes do
better than dense mixes
17. Time Required for One Lab Mixed Test
Task Minutes Hours
Grading Aggs 60 1.00
Mixing 45 0.75
Compacting 20-210 0.33-3.5
Cutting, Prep, & RICE 45 0.75
Achieving Temperature 60 1.00
Testing 20,000 Passes 390 6.50
Cleanup 20 0.33
TOTAL: 640-830 10.5-14
18. Cost to Purchase
HWT Machine: $60k
Accessories: $2k
Professional Installation: $1.2k
(Optional) Crane: $3k
Construction Costs: $5k-$30k
TOTAL CAPITAL COST: $71,000-
$96,000
19. Cost to Outsource
Only a few 3rd party machines in the
state
Field Samples: $900-$1700
Lab Mixed Samples: $1200-$2000
20. What to do on Your Job
Avg. job may have 20,000-30,000 tons
of mix
Need one test for Mix
Design/Verification
Need one test for Production Startup
Need one test for every 10,000 tons
Avg Testing for Caltrans Job: 3-5
samples
21. Hamburg & TSR Testing
Can not hand mix samples for mix
design test results
Must be run through the hot plant
for mix design testing (also counts
as verification sample)
TSR no longer a ratio, must pass
dry & wet strength minimum
specifications
Freeze thaw required
22. Hamburg & TSR Testing Cont.
If you cannot meet the minimum HWT or TSR
requirements you must test PI and treat your
mix using a specified antistrip treatment
23. HWT Sample Amts
Mix Design/Verification
Production Startup
1 per 10,000 tons or 1 per project,
whichever is greater
4 Pucks ≈ 9200 grams (Per Split)
24. TSR Sample Amts
Mix Design/Verification
Production Startup
1 per 10,000 tons or 1 per project,
whichever is greater
6 Pucks ≈ 21,600 grams (Per Split)
25. Gyratory Sample Amts
Mix Design
Verification
Production Startup
1 per 4,000 tons or 2 every 5 paving
days, whichever is greater
3 Pucks ≈ 14,100 grams (Per Split)
26. Verification Sample Tonnages
120 lb for each Coarse Agg
80 lb for each Fine Agg
10 lb for each Supplemental Fine
Minimum of 50 lb from each RAP
stockpile or 100 lb from the belt
Total Agg: >460lbs-630lbs (1/4 Ton!)
HMA: ≥250lbs
◦ Likely will need ≈650-1000lbs (1/4-1/2
Ton!)
27. Sample Locations
QC samples from anywhere per CT125
QA TSR & Hamburg sampled from:
◦ Automatic sampling device at the plant
◦ Automatic sampling device at the truck
◦ Windrow
All other QA HMA samples from:
◦ Automatic sampling device at the plant
◦ Automatic sampling device at the truck
◦ Windrow
◦ Mat behind the paver
32. On Site Storage?
Too much volume of samples for
retention
Work with Caltrans to develop
onsite storage with their lock for
QA sample retention
No More
Lost Samples!
33. QC Nuclear Density Testing
Required to perform QC Nuclear
Gauge Density (CT375) for all non-
minor jobs
3 per 250 tons or 3 per paving day
(whichever is greater)
Not used for acceptance, still using
cores for acceptance
34. JMF Modifications
Now need new JMF if changing binder
source, LAS producer, or LAS dosage
Can do a modification instead of full
mix design instead
Only test at OBC
Caltrans verifies Hamburg, Air Voids,
VMA, DP, & TSR (if desired)
Each modification costs $2000
35. Verification Changes
Must verify with plant set within
0.2% of OBC binder content
Only two tries for free, additional
tries are $3000
36. AMRL Accreditation
Caltrans will require AMRL
accreditation to move towards
national standards and hopefully
reduce workload on the Caltrans IA
staff.
Implementation will be with
Superpave specs in July 2014
April 16, 2014 36
37. AMRL’s Role
Accredits any of your labs that do
testing for Caltrans Superpave mix
designs
Does not need to accredit basic
labs (aka. only gradations, oil
content, SE, etc.)
Accredits lab & equipment, does
not certify each individual
technician
Proficiency Sample ProgramApril 16, 2014 37
38. Caltrans’ IA Role
Technician Proficiency Testing
Technician Certification
◦ Still certify for HVEEM jobs
◦ Some test methods do not have
equivalent AASHTO methods.
Caltrans Laboratory Accreditation
Manual
Reference Sample Program
April 16, 2014 38
39. AMRL Fees
Application ($250 one time)
Admin Fees ($725 annually)
◦ $350 Base Fee
◦ 15 methods*$25/method
◦ Applied after 1st year
Basic Fees for 2 Scopes ($900 in assessment
year)
Individual Test Fees ($2960 in assessment
year)
Proficiency Samples ($1480 annually)
TOTAL: ≈$4135 on a year
40. Out-of-Sequence
Next tour: Oct 2014-June 2015
Can be 1.5x normal fee
Group w/ other labs
Fee may not apply to new
laboratories, contact AMRL for
estimate.
April 16, 2014 40
If you walk around this room today and ask a few of the people here why California is moving towards Superpave you will probably hear things like “We can’t get anyone to build a good stabilometer” or “because Caltrans likes making us buy a whole bunch of expensive equipment”. You may even hear one or two comments along the lines of “just to screw with us”. Although the conspiracy theorist in me may want to believe some of those people… let me explain what Superpave is going to give California.
In 1987 Congress spent $150 million on a research program aimed to improve the performance, durability, safety, and efficiency of the Nation’s highway system, $53million of which was specifically dedicated to asphalt and developing a completely new approach to HMA mix design. They were tasked to investigate why some pavements perform well, while others do not, develop tests and specifications for materials that will out-perform and outlast the pavements being constructed then, and work with highway agencies and industry to have the new specifications put to use. So when you’re asked, Why is California going Superpave you can tell them because congress spent a ton of money to develop stronger, longer lasting roads and we’re jumping on the bandwagon.With that said, lets talk about what California’s version of Superpave is going to look like.
Superpave Subtask group meetings are becoming Section 39 Meetings in April 2014, are tasked with examining possibility of QCQA but may not look anything like it does today as well as developing RSSs for section 39. If you are interested in participating, which I highly recommend, you can contact Tony Limas w/ Granite Construction or Pascal Mascaranas w/ Vulcan to get more information and be added to the list serve.
-No more VFA Specification, replaced with range on VMA-VMA now has two values, mix design vs. production. Production is 1.0 lower.
-Changes from Kneading Compactor to Gyratory mean changes to the volumetrics of your mix-With little changes to your current HVEEM mix your binder contents will likely go up, possibly considerably-With changes to gradation and components you may be able to get similar binder contents
FAA not just when you have less than 10% natural sandChanged 1 Fractured Face from 90% to 95%Changed 2 Fractured Face from 75% to 90%
So what does that mean for producers? If you’re a blast quarry probably not much, you may have to adjust a gradation or two but the real impact will come for sand and gravel deposits. If your FAA tests have been high in the past you may have to consider lowering the amount of natural sand in your mix or eliminating it all together. This may throw your plant off balance.With a higher fracture face requirement, some deposits may also need to look at alternate sources of rock or change how they are crushing their rock. Some may need to choke their feed better, others may need to install new pieces of equipment like impact crushers.
If you are attending the Lab tour this afternoon you’ll be able to see the gyratory compactor in action.
With Rubber still need to leave in mold for 90 minutes so increases the time slightly to about the same as HVEEM in total minutes.Stability test requires warming equipment, calibrating Stabilometer, running test.
Needs electrical
Because there is no longer a stability test, Rutting is being measured with HWT
-PASS/FAIL
-Previously no test for rutting. Had mixes that passed all requirements with flying colors but still rutted in the field.-May replace the TSR in the future as a faster test but not likely.
-Different specifications for different binder grades, more passes for stiffer binders-Sometimes additional anti-strip can make the results better but sometimes they do not.-Binders that were modified using such processes as air-blowing or polyphosphoric acid (PPA) may perform worse with anti-strip additives. Polymers typically do not have this problem.
Approx 9 hours for field sample
TSR:Dry: 100 psi minWet: 70 psi minSubmit JMF without this testing, pull verification sample, we test first Hamburg & TSR, then tell Caltrans to move forward with verification if we pass internally.Only testing Hamburg & TSR once for mix design/verification
TSR & Hamburg not pulled from Mat because of large amount of material
Runs around $5k + labor
HMA’s T-Rex Hydraulic Truck Sampler $16935
Pavement Technology Inc.Cost?
Spec meant to level the playing field and help ensure a quality, compacted mixTurn in results with other production test reports but is report only
For pilot projects you do not have to be officially accredited but must be registered and awaiting proficiency samples/assessment
Automatically enrolledTypically distributed once per yearTest multiple methods on each sample set. Must perform all offered test methods within the scope of your accreditation Approximately every 2-3 months.
AMRL does not certify test methods by technician, only one person per lab needs to be capable. Caltrans wants each technician to show their proficiency (may grandfather people in)
Basic Fees: For assessor costs associated with travel to the lab, assessment of general test apparatus, review of findings with lab staff, report preparation, and review of the quality system.$900 if assessment includes 1 or 2 scopes of testing (ex: Soil & Aggregate)$1585 for 3 or more scopes of testingIndividual Test Fees: For costs associated with the assessment of apparatus and observation of procedures associated with each of the test methodsFee is $140, $235, or $285 depending on testProficiency Testing: $160-$290 per test type
Next tour is AFTER July 2014 deadline! Submit ASAP!If assessment is requested outside of the normal AMRL tour schedule there is additional fee of 1.5 times the normal laboratory assessment fee, plus extraordinary expenses (i.e. air travel, vehicle rental) may be applied.If you are already AMRL Accredited but just need Gyratory and Hamburg it is only about a 1 hr assessment.
In 1769 a fortress and Franciscan mission was built in San Diego, CA in an effort to interact with the local natives.
Over the next 54 years a footpath was created from San Diego to what we now know as Sonoma to connect 21 missions, outposts, forts, and pueblos built while exploring and settling the area.
As the route was more and more traveled the footpath became a roadway wide enough to accommodate horses and wagons. Each stop on the route was at least a day apart and people traveled on dirt and naturally compacted travel ways with streams to ford and steep grades to scale.
This route came to be known as El Camino Real.
In 1908 the Ford Model T was introduced to the world and made automobiles affordable for many people, quickly starting the country’s conversion from animal-drawn carriages to motorized vehicles. Road maintenance on El Camino Real was still close to non-existent and even as cars began to travel the route, dirt was still the main road surface…unless it was wet…and then it became mud. It was not uncommon for teams of horses to have to rescue automobiles trapped in the mud.
In 1912, just over 100 years ago, Caltrans began work on its first state highway construction contract, paving Highway 1, El Camino Real. In 1937, 25 years later, it was completed and served as an important tourist and commercial corridor, just as it does today.
Although I’m not exactly sure of what type of paving was laid down on El Camino Real in the early 1900s, I can tell you that the common practice around that time period was to first dry the aggregate using shallow iron trays heated over open coal fires, then pour asphalt on top, and the operator would hand mix it. Quality of the mix was extremely dependent on the operator. Brooms, lutes, squeegees, and tampers were used to lay down the material by hand. The laborers did the majority of the work with lay down and spreading and if the job was really high tech they had a horse-drawn roller come in to compact afterwards.
Around the 1920s construction methods started to quickly improve as asphalt plants began to take form but it would take hours to produce just one batch of asphalt. The first asphalt laid by a machine was put down back east using modified Portland cement concrete mechanical spreaders. Later, World War II took our engineers to war and when they returned they were experienced and educated in how to build good strong roads. Paving in California flourished.
Over the years our plants have gotten larger and faster, we moved from hand mixing to mechanical mixing.
We started testing our hot mixes for basic qualities like gradation and eventually moved to HVEEM testing.
We started by using crude asphalt in our mixes and moved to petroleum based asphalts, then began grading them with Aged Residue specifications and now performance grades.
California uses recycled materials in our roads instead of sending it to landfills, we use modifiers and warm mix technologies to make it easier to put down and longer lasting.
Both our industry and government professionals work together to make our roads the best that they can be and our politicians make our infrastructure a priority.
This Year. 2014. We are bidding and quite possibly starting to lay down California’s newest advancement, Superpave Hot mix, on Rte 1-El Camino Real. It has been 245 years since it began as a simple footpath to get from mission to mission and I for one am proud to see how far we have come but even more excited to see how far we can go.