C://Edwards/Temp/Br Views X-Ref

**Bridge Views -- Cross Reference**

**TO DATE**: From Issue One (I-1, Jan./Feb. 1999 thru Issue 20,
March/April, 2002)

**HPC Categories** -- Br View **Issue No** **& Article Title**

**[Benefits of Air Entrainment in HPC:]{.underline}**

I-20, Q&A (Does HPC need to be air entrained for frost

resistance?)

I-23, Benefits of Air Entrainment in HPC

I-34, The Air Void Analyzer

**[Benefits of Chemical Admixtures in HPC]{.underline}**

I-22, Benefits of Chemical Admixtures in HPC

**[Benefits of Corrosion Inhibitors in HPC:]{.underline}**

I-21, Benefits of Corrosion Inhibitors in HPC

**[Benefits of Different Cements in HPC:]{.underline}**

I-18, Benefits of Different Cements in HPC

**[Benefits of Fly Ash in HPC:]{.underline}**

I-20, Benefits of Fly Ash in HPC

**[Benefits of Silica Fume in HPC:]{.underline}**

I-16, Benefits of Silica Fume in HPC

**[Benefits of Slag Cement in HPC:]{.underline}**

I-19, Benefits of Slag Cement in HPC

**[Benefits of Ternary Mixtures:]{.underline}**

I-24, Benefits of Ternary Mixtures

**[Bridge Deck Durability:]{.underline}**

I-3, Specifying Durable Bridge Decks

I-4, Crack Free HPC Bridge Deck -- NH Experience

I-6, HPC in New York State Bridge Decks

I-7, Improved Performance of New York State Bridge Decks

I-15, HPC Bridge Decks in Washington State

I-23, Q&A (Should high-strength concrete be used for cast-in-

> place bridge decks?)

I-24, Ohio HPC Bridge Decks with Warranty

I-26, Q&A (What value of chloride permeability should I specify

> for a bridge deck?)

I-28, High Performance Concrete Bridge Decks in Minnesota

I-30, Q&A (What can be done to reduce cracking in a concrete

> bridge deck?)

I-35, HPC and FRP for Colorado Bridge Deck

I-36, HPC for Decks in Nevada

I-38, HPC Overlay for Green River Bridge, Utah (UT-DOT) --

> placed in a remote location

I-38, Deck Cracking Repair Criteria in Texas

**[Bridge of the Future:]{.underline}**

I-25, The Bridge of the Future

I-40, 120-Year Bridge Service Life, Is it Possible?

**[Composite Action of Deck & Beam:]{.underline}**

I-13, Q&A (With a cast-in-place concrete deck placed on

> precast,prestressed concrete deck panels that are
>
> supported on precast, prestressed concrete beams, can I
>
> assume full composite action between the deck, panels,
>
> and beams in calculations of service load stresses and
>
> strengths?)

I-33, Maximum Effective Concrete Strengths in Pretensioned

> Beams

**[Conferences, Workshops, Etc.:]{.underline}**

> I-4, I-10 & I-12, International Symposium on HPC (Sept. 25-27,
>
> 2000- Orlando, FL
>
> I-10, PCI/FHWA/*fib* International Symposium on High
>
> Performance Concrete
>
> I-14, TIA Offers HPC Workshops
>
> I-18, HPC Br Calendar; June 16-20, 2002 -- 6^th^ International
>
> Symposium on Utilization of High Strength/High
>
> Perfrmance Concrete, Leipzig, Germany

I-18, HPC Br Calendar; Oct. 19-22 -- 3^rd^ International

> Symposium on HPC - Orlando, FL

**[Construction - Constructibility Issues:]{.underline}**

I-18, Letters to the Editor

I-24, Ohio HPC Bridge Decks with Warranty

I-32, HPC Guide Specification for Bridges (Portland Cement

> Association)

I-36, Performance Based Durability Specifications (Research

> Laboratory of Bridges and Roads Administration, France)

I-38, Deck Cracking Repair Criteria in Texas

I-41, Cooper River Bridge -- A High Performance Contract

**[Bridge Deck Concrete Strength]{.underline}**

I-23, Q&A (Should high-strength concrete be used for cast-in-

place bridge decks?)

**[Bridge Deck Curing]{.underline}**

I-15, Curing for HPC Bridge Decks -- Bring on the Water

I-25, Specification Changes for HPC -- Curing Concrete Bridge

> Decks

I-36, HPC for Decks in Nevada

**[Bridge Deck Overlay]{.underline}**

I-38, HPC Overlay for Green River Bridge, Utah (UT-DOT) --

> placed in a remote location

**[Curing Temperature & Strength]{.underline}**

I-2, Effect of Curing Temperatures on Compressive Strength

Development

I-24, Specification Changes for HPC -- Accelerated Curing

I-28, Specification Changes for HPC -- Compressive Strength

I-32, Q&A (What curing is necessary for HPC precast,

> prestressed concrete beams after the strands are
>
> detensioned?)

**[Match Curing]{.underline}**

I-2, Q&A (What is match curing and can I use it to determine

> specified release strengths and design strengths?)

I-24, Specification Changes for HPC -- Accelerated Curing

I-34, Q&A (When using match curing to determine the release

> strength of prestressed concrete beams, where should
>
> the temperature sensor in the beam be placed?)

**[Prefabrication - HPC Design & Release Strength, Etc.:]{.underline}**

I-5, How to Achieve a Higher Modulus of Elasticity

I-5, Q&A (With HPC, should I specify compressive strength at

> 56 days rather than the traditional age of 28 days?)

I-6, Compression Testing of High Strength Concrete

I-7, Q&A (Can I use a higher ratio between release strength

> and 28- or 56-day strength when using HPC in prestressed concrete
> girders?)

I-8, Camber of High Strength Bridge Girders

I-8, A Fabricator's Opportunity

I-10, HPC -- The Fabricator's Viewpoint

I-14, Capping Cylinders for Testing High Strength Concrete

(See also I-15 & I-16, Letters to The Editor)

I-21, Prefabrication Minimizes Traffic Disruptions

I-21, Shear Test of High-Strength Concrete Girders

I-22, The Bow River Bridge -- A Precast Record

I-26, HPC Pretensioned Girders for the Methow River Bridge

> (Okanogan County, Washington State)

I-31, Q&A (How can vertical pre-release cracks in prestressed

> concrete beams be avoided?

I-33, Prefabricated Bridges for Rapid Construction

I-33, Maximum Effective Concrete Strengths in Pretensioned

> Beams

I-33, Self-Consolidating Concrete in Maine

I-33, Q&A (Does the use of high strength concrete reduce

> prestress losses in pretensioned bridge beams?)

I-34, HPC Deck Panels for Jacques Cartier Bridge (Montreal,

> Canada)

I-34, Q&A (When using match curing to determine the release

> strength of prestressed concrete beams, where should
>
> the temperature sensor in the beam be placed?)

I-35, Q&A (Can I use the LRFD Bridge Design Specifications

> for concrete strengths above 10 ksi (69 MPa)?

I-35, Q&A (Can I use the LRFD Bridge Design Specifications

> for concrete strengths above 10 ksi (69 MPa)?

[Accelerated Curing]{.underline}

I-24, Specification Changes for HPC -- Accelerated Curing

I-32, Q&A (What curing is necessary for HPC precast,

> prestressed concrete beams after the strands are
>
> detensioned?)

I-34, Q&A (When using match curing to determine the

release strength of prestressed concrete beams,

> where should the temperature sensor in the beam
>
> be placed?)

**[Corrosion Modeling:]{.underline}**

I-9, Corrosion Modeling for HPC Specifications in NC

I-22, Q&A (What is service life and how is it predicted?)

**[Design of HPC:]{.underline}**

I-32, HPC Guide Specification for Bridges (Portland Cement

Association

I-38, HPC Structural Designers' Guide (FHWA High

> Performance Concrete Technology Delivery Team)

I-38, Guide Specifications for HPC Bridge Elements (Portland

> Cement Association)

I-40, 120-Year Bridge Service Life, Is it Possible?

I-41, Cooper River Bridge -- A High Performance Contract

I-42, Atlanta's Fifth Runway Bridges (Hartsfield-Jackson Atlanta

> International Airport)

**[Design Life versus Service Life]{.underline}**

I-22, Q&A (What is service life and how is it predicted?)

**[HPC Implementation:]{.underline}**

I-8, FHWA HPC Project

I-1, HPC Implementation

I-2, AASHTO Lead State Implementation

I-4, Expectations for HPC Bridges

I-6, HPC Bridges for the 21^st^ Century

I-7, HPC in Washington State

I-8, FHWA HPC Project

I-9, HPC Bridges, not just for States Anymore (Prine George's

> County, MD

I-10, HPC Lead States Team Plans Transition

I-10, HPC -- The Fabricator's Viewpoint

I-11, HPC, The Florida Experience

I-11, 20 years of HPC Bridges in France

I-13, PCEF Focuses on HPC Pre-stressed Bridge Members

I-14, IBRC Program Advances HPC

I-14, Missouri's HPC Bridge Experience

I-15, Ontario's HPC Performance Specification

I-16, County Bridges in Ohio

I-17, A Strategic Plan for HPC Bridges

I-17, Compilation of Results From HPC Bridges

I-19, Renewal of FHWA's HPC Technology Delivery Team

I-20, Implementation of a Strategic Plan for HPC Bridges

I-20, NC-DOT's Experience with HPC

I-22, Delaware's HPC Bridges

I-23, New York State -- Full-Scale Implementation of HPC

I-24, HPC Bridges in Canada

I-25, HPC Comes to New Mexico

I-26, HPC Accomplishments Under TEA-21 -- What's Next?

I-26, HPC on the Ohio Turnpike

I-28, HPC in Georgia

I-28, High Performance Concrete Bridge Decks in Minnesota

I-30, Evolution of HPC Specifications in Texas

I-31, New Jersey's Move to HPC

I-32, HPC Implementation Status

I-33, Prefabricated Bridges for Rapid Construction

I-33, Self-Consolidating Concrete in Maine

I-34, HPC in Alaska

I-35, HPC in Montana

I-35, Evolution of HPC in Washington State

I-35, HPC and FRP for Colorado Bridge Deck

I-35, Q&A (Can I use the LRFD Bridge Design Specifications

> for concrete strengths above 10 ksi (69 MPa)?

I-36, HPC for Decks in Nevada

I-36, Lessons Learned in New Hampshire

I-36, Performance Based Durability Specifications (Research

> Laboratory of Bridges and Roads Administration, France)

I-37 HPC in Vermont

I-37, The Evolution of HPC in Virginia

I-38, HPC Overlay for Green River Bridge, Utah (UT-DOT) --

> placed in a remote location

I-40, 120-Year Bridge Service Life, Is it Possible? (OR-DOT)

I-42, Lousiana's HPC Development (LA-DOT)

**[HPC With Steel Fibers:]{.underline}**

I-38, HPC Overlay for Green River Bridge, Utah (UT-DOT) --

> placed in a remote location

**[Lightweight Concrete:]{.underline}**

I-11, Lightweight Aggregate Concrete in Norwegian Bridges

I-17, Benefits of Lightweight HPC

I-32, Lightweight HPC on Route 106 Bridge in Virginia (Virginia

> Transportation Research Council)

I-37, Q&A (What is the maximum modulus of elasticity that can

> be achieved with lightweight HPC?)

**[Mass Concrete:]{.underline}**

I-30, Mass Concrete in the Carquinez Bridge, (CA-DOT)

**[Modulus of Elasticity]{.underline}**

I-5, How to Achieve a Higher Modulus of Elasticity

I-37, Q&A (What is the maximum modulus of elasticity that can

> be achieved with lightweight HPC?)

**[Research:]{.underline}**

I-1, Other News

I-10, NCHRP Projects

I-18, NCHRP Project No. 12-56 Award

**[Specific Projects:]{.underline}**

I-1, Louetta Rd. Overpass (TX-DOT)

I-2, Washington State HPC Showcase Br. (WS-DOT)

I-3, Implementing HPC Bridges in Nebraska (NE-DOT)

I-3, I-25 over Yale Avenue -- The Thin Solution (CO-DOT)

I-4, From Three Spans to One With HPC (OH-DOT)

I-5, HPC & Innovative Design Insure Long-Term Durability (MA-

> DOT)

I-5, HPC for Durability of the Confederation Bridge (Canada)

I-7, Use of HPC on Admiral Clarey Bridge, Hawaii

I-8, Charenton Canal Bridge -- Louisiana's 1^st^ HPC Bridge;

A Fabricator's Opportunity (Gulf Coast Pre-Stress, Inc.)

I-9, Concrete Specification Requirements for Alabama's HPC

Bridge

I-10, Tennessee's HPC Bridge Projects

I-11, The Oresund Link Concrete Strategy (Scandinavia)

I-16, South Dakota's First HPC Bridge

I-17, HPC Repeat Success in New Hampshire

I-18, Maryland SHA's First HPC Structure

I-19, HPC For Chicago's Wacker Drive

I-22, The Bow River Bridge -- A Precast Record (Canada)

I-23, HPC on the I-15 Reconstruction Project (UT-DOT)

I-25, HPC Facilitates I-65 Bridge Replacement (AL-DOT)

I-26, HPC Pretensioned Girders for the Methow River Bridge

> (Okanogan County, Washington State)

I-26, Sturgeon River Bridge: 100-Year Service Life (Canada)

I-27, HPC for Wacker Drive Reconstruction (Chicago, IL --

> DOT)

I-28, The Virginia Dare Bridge, NC (NC-DOT)

I-29, HPC for I-235 Bridge Reconstruction in Iowa (IA-DOT)

I-29, HPC for Cooper River Bridges (SC-DOT)

I-30, HPC for the Sacramento River Bridge (CA-DOT)

I-30, Mass Concrete in the Carquinez Bridge, (CA-DOT)

I-31, Large-Scale use of HPC for Bridges at Toronto Airport

> (Toronto International Airport, Canada)

I-31, Great Bend Bridge over the Susquehanna River (PA-DOT)

I-33, Self-Consolidating Concrete in Maine (Ogunquit Beach

> Bridge -- ME-DOT)

I-34, HPC Deck Panels for Jacques Cartier Bridge (Montreal,

> Canada)

I-35, HPC and FRP for Colorado Bridge Deck (I-225 & Parker

> Road Interchange SW of Denver -- CO-DOT)

I-38, HPC Overlay for Green River Bridge, Utah (UT-DOT) --

> placed in a remote location

I-39, HPC for Woodrow Wilson Memorial Bridge

I-40, Galveston Bay Bridges (TX-DOT)

I-41, Cooper River Bridge -- A High Performance Contract (SC-

Dot)

I-42, Atlanta's Fifth Runway Bridges (Hartsfield-Jackson Atlanta

> International Airport)

**[Testing:]{.underline}**

I-2, Q&A (What is match curing and can I use it to determine

> specified release strengths and design strengths?)

I-5, How to Achieve a Higher Modulus of Elasticity

I-22, Benefits of Chemical Admixtures in HPC

I-23, Benefits of Air Entrainment in HPC

I-24, Specification Changes for HPC -- Accelerated Curing

I-34, The Air Void Analyzer

I-34, Q&A (When using match curing to determine the release

> strength of prestressed concrete beams, where should
>
> the temperature sensor in the beam be placed?)

**[Alkali-Silica Reaction Testing]{.underline}**

I-36, HPC Tests -- Alkali-Silica Reaction

**[Compression Testing]{.underline}**

I-6, Compression Testing of High Strength Concrete

I-14, Capping Cylinders for Testing High Strength Concrete

(See also I-15 & I-16, Letters to The Editor)

I-28, Specification Changes for HPC -- Compressive Strength

I-39, Improved Compressive Strength Testing

**[Creep Testing]{.underline}**

I-42, Creep Testing

**[Modulus of Elasticity]{.underline}**

I-5, How to Achieve a Higher Modulus of Elasticity

**[Rapid Chloride Permeability Testing]{.underline}**

I-6, Q&A (What are the pros and cons of the Rapid Chloride

> Permeability Test?)

I-9, Letters to the Editor

I-12,The Rapid Chloride Permeability Test

I-13, The Rapid Migration Test -- An Alternative to AASHTO T

> 277

I-26, Q&A (What value of chloride permeability should I specify

> for a bridge deck?)

I-37, The Rapid Migration Test for HPC

**[Sulfate Resistance]{.underline}**

I-40, HPC Tests -- Sulfate Resistance

**[Web Sites:]{.underline}**

I-1, HPC Web Sites

I-18, Web Sites

**[What is HPC:]{.underline}**

I-1, What is HPC for Bridges

I-1, Q&A (Are there quantitative measurements for HPC?)

I-4, Q&A (Is there a standard mix for HPC?)

I-23, Specification Changes for HPC -- Classes of Concrete and

> Cementitious Materials

I-24, Specification Changes for HPC -- Accelerated Curing

I-25, Specification Changes for HPC -- Curing Concrete Bridge

> Decks

I-28, Specification Changes for HPC -- Compressive Strength

I-29, Specification Changes for HPC

I-32, HPC Guide Specification for Bridges (Portland Cement

Association

I-35, Q&A (Can I use the LRFD Bridge Design Specifications

> for concrete strengths above 10 ksi (69 MPa)?

I-36, Performance Based Durability Specifications (Research

> Laboratory of Bridges and Roads Administration, France)

I-37, Q&A (What is the maximum modulus of elasticity that can

> be achieved with lightweight HPC?)

I-38, HPC Structural Designers' Guide (FHWA High

> Performance Concrete Technology Delivery Team)

I-38, Guide Specifications for HPC Bridge Elements (Portland

> Cement Association)

**[Reactive Powder Concrete]{.underline}**

I-16, Q&A (What is Reactive Powder Concrete?)

**[Self-Consolidating Concrete (SCC)]{.underline}**

I-18, SCC -- A New Class of HPC

I-33, Self-Consolidating Concrete in Maine

I-40, Q&A (What is the status on the use of self-consolidating

> concrete in bridges?)