I-99 HPC Initiative: Upcoming Work. Phase II Testing  25 Phase II Mixes –Control, silica fume, fly ash, slag, ternary, Aquron, Ipanex  Phase II Testing.

Slides:



Advertisements
Similar presentations
Civil Engineering Materials
Advertisements

Lecture 9 - Flexure June 20, 2003 CVEN 444.
Hardened Concrete Properties u Strength u compressive strength psi u tensile strength psi u flexural strength u compression >> tension.
Reinforced Concrete Design
EARLY AGE COMPRESSIVE AND TENSILE STRENGTH DEVELOPMENT OBJECTIVE Determine how SCC strategies…  high paste content  VMA (thickeners)  smaller aggregate.
By: “The Slackers” Danny Efland Maria Cuellar Joel Irvine.
Concrete Man made stone. constituents u mixture of aggregate and paste u paste30 to 40% u portland cement7% to 15% by Vol. u water 14% to 21% by Vol.
Spliced Precast Girders
Ed McLean Central US Engineer and Sales Manager CTS Cement Manufacturing.
Assessment of Type IL Cements for Transportation Applications Ahmad Shalan, Elizabeth Nadelman, Kimberly E. Kurtis, Lawrence F. Kahn School of Civil and.
Properties of Fresh Concrete
Jamar Adams Nina Brabham Anas Ghandorah Dan Holombo.
Chapter 2. Using Silica Fume in Concrete  Enhancing Mechanical Properties  Improving Durability  Enhancing Constructability  Producing High-Performance.
Introduction to Concrete
Chapter 3. Obtaining Silica-Fume Concrete  Specifying Silica Fume and SFC  Proportioning SFC  Producing SFC.
How long will your concrete bridge last?
Increased load capacity of arch bridge using slab reinforced concrete T.G. Hughes & M. Miri Cardiff School of Engineering Arch 04, Barcelona, Nov ,
Civil Engineering Materials
Volumetric Change of Repair Materials Low Shrinkage Materials.
Strength of Concrete.
Mix Design Review.
Evaluation of Recycled Latex Paint for Use in Concrete.
Andy Naranjo, P.E. Construction Division
ADMIXTURES FOR CONCRETE
Note: Moment Diagram Convention
Introduction Advantages Dis-advantages Methods of Pre-stressing Mix Design Curing Laboratory Test Visit Report.
CIA Biennial Conference Melbourne October 2005 High Performance Concrete in Bridge Decks Opportunities for Innovation.
High Performance Concrete
INSPECTION OF PRESTRESSED CONCRETE ROAD BRIDGES BY ULTRASOUND 3D TOMOGRAPHER SYSTEM Eng. Guy Rapaport Infrastructure & Transport, Finland.
ADMIXTURES Department of Civil Engineering,
SUMMARY FROM ACI 224.1R-93. When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The.
“Properties of Concrete” Introduction
Admixtures.
The Cathedral of Our Lady of the Angels. Los Angeles, California Rafael Moneo.
Silver Oak College Of Engineering & Technology.
Optimising Precast Bridge Girders for Sustainability With the use of High Performance Concrete Doug Jenkins - Interactive Design Services Leigh McCarthy.
Bridge Design to AS 5100 Sydney May 25th 2005 Using High Strength Concrete with AS 5100 opportunities and restrictions.
Design of Concrete Structure I Dr. Ali Tayeh First Semester 2009 Dr. Ali Tayeh First Semester 2009.
 It is also known as Reactive Powder Concrete (RPC)  It is a high strength, ductile material formulated by combining portland cement, silica fume, quartz.
§4.7Advanced Concrete The Sixth Composite of Concrete High-strength Concrete (HSC) High Performance Concrete (HPC) Pumped Concrete.
PREPARED BY: MARCIA C. BELCHER CONSTRUCTION ENGINEERING TECHNOLOGY Concrete: Fundamentals.
Prestressed Concrete I.  *Unfavorable effects induced from the presence of cracking in reinforced concrete: To expose the reinforcement to corrosion;
Doug Jenkins - Interactive Design Services
Control Tests for Concrete Ch. 16. Project Specifications Characteristics of the mixture Maximum size aggregate Minimum cement content Characteristics.
Supplementary Cementitious Materials Design and Control of Concrete Mixtures – Chapter 4.
Properties of Concrete Design and Control of Concrete Mixtures – Chapter 9.
High-Performance Concrete Design and Control of Concrete Mixtures – Chapter 19.
High Performance Concrete. Content Introduction What is High Performance Concrete? Application Objectives General Characteristics Advantages Limitations.
Condition of Prestressing of the Ft. Lauderdale- Hollywood Airport Deconstructed Segmental Bridges Luis M. Vargas Beiswenger Hoch and Associates.
HIGH PERFORMANCE CONRCETE
CVL 2407 Faculty of Applied Engineering and Urban Planning Civil Engineering Department 2 nd Semester 2013/2014 Dr. Eng. Mustafa Maher Al-tayeb.
Hardened Concrete Properties
Concrete Man made stone.
Concrete Bridge Decks Large Percentage of All Bridge Decks (over 90%)
Chemical Admixtures In Concrete
DURABILITY OF CONCRETE STRUCTURES RURAL POLYTECHNIC TARIHAL
CVL 2407 Faculty of Applied Engineering and Urban Planning
1. Characteristic and Mix design proportions
ADMIXTURES???? Materials added to the concrete besides cement, water and aggregate. To improve the properties of the concrete required. Admixtures can.
PRESTRESSED CONCRETE STRUCTURES ASSISTANT PROFESSOR(Sr.Gr)
Hardened Concrete Properties
REINFORCED CEMENT CONCRETE
REINFORCED CEMENT CONCRETE
Durability and Post-Tensioning
Always Advancing Pervious
RCC UNIT-12 Prestressed Concrete
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
INNOVATIVE TECHNIQUES AND MATERIALS FOR PREVENTING CONCRETE SHRINKAGE CRACKING - Cleary, Lomboy, and Zhu Concrete shrinks due to reduction and movement.
Admixtures.
DOT Research Benefits All
Presentation transcript:

I-99 HPC Initiative: Upcoming Work

Phase II Testing  25 Phase II Mixes –Control, silica fume, fly ash, slag, ternary, Aquron, Ipanex  Phase II Testing –Freeze-thaw, scaling, ASR, Cloride ion permeability, shrinkage, abrasion  Continued corrosion testing

Revised Scope  Delay in bridge construction for I-99 section C-10 (15 single spans) –Focus on lab testing and best practices guide –Development of instrumentation plan  New HPC projects –Districts 9-0 and 4-0 HPC decks for summer 2002  New grouting specifications and details for Post-Tensioning

HPC Decks – Summer 2002  Kernville viaduct, Johnstown, District 9-0 –3300 ft –multi-span, curved composite bridge  District 4-0 –Approximately 500 ft

Tasks for Summer HPC Decks  Review mix designs  Review casting sequence  Review quality control data during casting  Log of construction practices  Evaluate placing and curing techniques to improve concrete quality  Instrumentation  Companion slabs

Instrumentation  Temperature  Strain  Deflections  Corrosion monitoring embedment surface sister bar

Durability of Post-Tensioned Structures Grout Specifications Durability Design Details

Durability and Post- Tensioning  Extremely durable when properly constructed  Crack control  Multiple protection levels duct strand grout concrete moisture, Cl -, CO 2 The grout is the last level of protection for the strand

Purpose of Grout  Corrosion protection  Bond

Properties  Fluidity  Bleed  Segregation  Set Time  Strength  Permeability  Volume Change  Corrosion Protection Bleed

Bleed in Grouts  Bleed water is trapped in duct  Higher vertical rises = higher pressures and more bleed water  Strand promotes bleed by wicking Intermediate lense Bleed

Bleed Lenses  Voids  Loss of protective environment 9 ¾” bleed column Intermediate lense

Keys to a Good Grout  Completely fills duct  Low permeability  Appropriate bleed resistance  Careful use of admixtures Many admixtures help one grout property while degrading another

Tasks under WO-81  Literature review and summary of current practice  Development of specification language, details, and revisions to PennDOT publications  Scope includes –Grouting (materials, procedures, venting) –Durability details (anchorage, duct material) –Inspection/repair –Training of personnel