Corrosion Resistant Reinforcing Steels.

Slides:



Advertisements
Similar presentations
TWO STEP EQUATIONS 1. SOLVE FOR X 2. DO THE ADDITION STEP FIRST
Advertisements

You have been given a mission and a code. Use the code to complete the mission and you will save the world from obliteration…
Advanced Piloting Cruise Plot.
Feichter_DPG-SYKL03_Bild-01. Feichter_DPG-SYKL03_Bild-02.
Kapitel 21 Astronomie Autor: Bennett et al. Galaxienentwicklung Kapitel 21 Galaxienentwicklung © Pearson Studium 2010 Folie: 1.
Chapter 1 The Study of Body Function Image PowerPoint
Copyright © 2011, Elsevier Inc. All rights reserved. Chapter 5 Author: Julia Richards and R. Scott Hawley.
1 Copyright © 2013 Elsevier Inc. All rights reserved. Appendix 01.
1 Copyright © 2010, Elsevier Inc. All rights Reserved Fig 2.1 Chapter 2.
1 Copyright © 2013 Elsevier Inc. All rights reserved. Chapter 38.
By D. Fisher Geometric Transformations. Reflection, Rotation, or Translation 1.
Chapter 1 Image Slides Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display.
Business Transaction Management Software for Application Coordination 1 Business Processes and Coordination.
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
Jeopardy Q 1 Q 6 Q 11 Q 16 Q 21 Q 2 Q 7 Q 12 Q 17 Q 22 Q 3 Q 8 Q 13
Title Subtitle.
My Alphabet Book abcdefghijklm nopqrstuvwxyz.
0 - 0.
DIVIDING INTEGERS 1. IF THE SIGNS ARE THE SAME THE ANSWER IS POSITIVE 2. IF THE SIGNS ARE DIFFERENT THE ANSWER IS NEGATIVE.
ADDING INTEGERS 1. POS. + POS. = POS. 2. NEG. + NEG. = NEG. 3. POS. + NEG. OR NEG. + POS. SUBTRACT TAKE SIGN OF BIGGER ABSOLUTE VALUE.
SUBTRACTING INTEGERS 1. CHANGE THE SUBTRACTION SIGN TO ADDITION
MULT. INTEGERS 1. IF THE SIGNS ARE THE SAME THE ANSWER IS POSITIVE 2. IF THE SIGNS ARE DIFFERENT THE ANSWER IS NEGATIVE.
FACTORING ax2 + bx + c Think “unfoil” Work down, Show all steps.
Addition Facts
John R. Kasich, GovernorJerry Wray, Director Ohio Department of Transportation 2011 Conaway Conference Structures Update.
Year 6 mental test 5 second questions
Around the World AdditionSubtraction MultiplicationDivision AdditionSubtraction MultiplicationDivision.
ZMQS ZMQS
Richmond House, Liverpool (1) 26 th January 2004.
BT Wholesale October Creating your own telephone network WHOLESALE CALLS LINE ASSOCIATED.
16/05/ prepared by Joan Steele-Mills, Physiotherapist, Classification Officer CPISRA.
Concrete Construction Part 3
ABC Technology Project
1 UPCOMING OPPORTUNITIES – Contractors Caissons Contractor(s) to perform installation of caissons to include purchase of all required materials. u Low/High.
Dummy Dealers welcome !. euroCADcrete Step 1: General data euroCADcrete: Educational software according EC2.
© S Haughton more than 3?
© Charles van Marrewijk, An Introduction to Geographical Economics Brakman, Garretsen, and Van Marrewijk.
© Charles van Marrewijk, An Introduction to Geographical Economics Brakman, Garretsen, and Van Marrewijk.
VOORBLAD.
15. Oktober Oktober Oktober 2012.
Factor P 16 8(8-5ab) 4(d² + 4) 3rs(2r – s) 15cd(1 + 2cd) 8(4a² + 3b²)
Squares and Square Root WALK. Solve each problem REVIEW:
We are learning how to read the 24 hour clock
Do you have the Maths Factor?. Maths Can you beat this term’s Maths Challenge?
© 2012 National Heart Foundation of Australia. Slide 2.
Past Tense Probe. Past Tense Probe Past Tense Probe – Practice 1.
Understanding Generalist Practice, 5e, Kirst-Ashman/Hull
Chapter 5 Test Review Sections 5-1 through 5-4.
SIMOCODE-DP Software.
GG Consulting, LLC I-SUITE. Source: TEA SHARS Frequently asked questions 2.
1 First EMRAS II Technical Meeting IAEA Headquarters, Vienna, 19–23 January 2009.
Addition 1’s to 20.
25 seconds left…...
Test B, 100 Subtraction Facts
Week 1.
We will resume in: 25 Minutes.
©Brooks/Cole, 2001 Chapter 12 Derived Types-- Enumerated, Structure and Union.
1 Unit 1 Kinematics Chapter 1 Day
PSSA Preparation.
TASK: Skill Development A proportional relationship is a set of equivalent ratios. Equivalent ratios have equal values using different numbers. Creating.
1 PART 1 ILLUSTRATION OF DOCUMENTS  Brief introduction to the documents contained in the envelope  Detailed clarification of the documents content.
How Cells Obtain Energy from Food
Chapter 30 Induction and Inductance In this chapter we will study the following topics: -Faraday’s law of induction -Lenz’s rule -Electric field induced.
CpSc 3220 Designing a Database
Design and Control of Concrete Mixtures CHAPTER 11
Presentation transcript:

Corrosion Resistant Reinforcing Steels

What are corrosion resistant reinforcing steels? VDOT Road and Bridge Specifications: Copied Note SECTION 223 STEEL REINFORCEMENT is amended to add the following: e) Corrosion Resistant Reinforcement shall conform to the requirements of one of the following standards: ● ASTM A1035/A1035M – 05 Standard Specification for Deformed and Plain, Low-carbon, Chromium, Steel Bars for Concrete Reinforcement. ● ASTM A955/A955M - 06a Standard and Specification for Deformed and Plain Stainless Steel Bars for Concrete Reinforcement. UNS Designations: S24100, S30400, S31603, S31653, S32101, S32201, S32205 ● AASHTO Designation: MP 13M/MP 13-04, Standard Specification for Stainless Steel Clad Deformed and Plain Round Steel Bars for Concrete Reinforcement.

VDOT Road and Bridge Specs. Copied Note Section 406.04 Measurement and Payment is amended to add the following: Corrosion resistant reinforcing steel will be measured and paid for in pounds of steel placed in the structure as shown on the plans. This price shall include fabricating, shipping, furnishing and placing corrosion resistant reinforcing steel in the structure as indicated on the plans. Payment will be made under: Pay Item Pay Unit Corrosion resistant reinforcing steel Pound

When will VDOT start using corrosion resistant reinforcing steel ? The plan: 12 projects in 2008 24 projects in 2009 Full implementation in January 2010

Which projects? The project will have the copied note included. The GENERAL NOTE on the title sheet (front sheet) of bridge plans will have a note stating that the reinforcing steel is to be corrosion resistant reinforcing steel and that the rebars are to be deformed bars. The GENERAL NOTE may also indicate a limit on the yield strength of the rebar.

Which bar will be supplied? Unless otherwise specified in the GENERAL NOTE on the title sheet (front sheet), the Contractor may supply any of the three types of bars noted in the copied note: MMFX-2 Stainless clad Stainless

Restrictions or substitutions? Unless specified otherwise, the substitution of epoxy coated rebars will not be allowed for the corrosion resistant reinforcing steel bars.

Where are these bars used in a bridge project? CRR bars will replace epoxy-coated bars and galvanized bars in: ---- bridge decks --- neatwork of abutments --- pier caps under joints --- stirrups of prestressed concrete beams

ASTM A1035/A1035M –Deformed Low-carbon, Chromium, Steel Bars --- MMFX-2

ASTM A1035/A1035M –Deformed Low-carbon, Chromium, Steel Bars --- MMFX-2

VDOT Project: Rte. 123 at Occoquan Bridge deck with MMFX-2 steel

VDOT Project: Rte. 123 at Occoquan Bridge deck with MMFX-2 steel

ASTM A955/A955M – Deformed Stainless Steel Bars

AASHTO Designation: MP 13M/MP 13-04, Stainless Steel Clad Deformed Steel Bars NOTE: Stainless steel clad bar requires a plastic cap at the end.

Stainless Steel Clad Deformed Bars

Stainless Steel Clad Deformed Bars in bridge deck and parapet

Stainless Steel Clad Deformed Bars in bridge deck

Storage --- Keep free from oil, dirt and mud --- Should not be stored directly on the ground. --- Deleterious materials should be removed from the bars before placing concrete

Cutting Bars --- Cut by shearing --- Cut with a fluid cooled saw --- Torch cutting is never permitted.

Bending Bars -- Cold bend -- Prescribed min. diameter pin -- No bending or straightening that will damage material. -- Heating material to bend is never allowed.

Welding Welding of CRR bars is not permitted !

Surface Rust Surface rust of mill scale for MMFX-2 bars should not be cause for rejection.

Questions ? Contact: JULIUS F. J. VOLGYI, JR. E-mail: julius.volgyi@vdot.virginia.gov Phone: (804) 786-7537 5-05-2008