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Basically, one producer (Producer A) grants permission to another producer (Producer B) to access Producer A s application Thus, Producer B can access the disc-specific area of the application from Producer A to share data In order to do so, a certain information exchange is necessary First, Producer B (grantee) has to provide the Organization ID, Application ID, and root certificate of Application B to Producer A (grantor) Then, Producer A will create a credential and provide it to Producer B along with its own signature that was used for the initial Application A As the last step, the credential is implemented in Application B s permission request file (PRF), and Producer B can then access Application A s data in the local storage area This all may seem a little bit confusing, but the process provides a lot of flexibility in managing BD-J applications and data stored in local storage areas However, to keep it all organized, it is recommended to properly plan a disc beforehand to make sure that the data stored in local storage is available to all discs that need to access it And, bearing the complexity of the process in mind, it is also recommended to thoroughly test the workflows before implementing it on discs In that way, a desired functionality and user experience can be guaranteed

ASTM A 6, Speci cation for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling ASTM D 3359, Standard Test Methods for Measuring Adhesion by Tape Test ASTM D 4138, Standard Test Method for Measurement of Dry Paint Thickness of Protective Coating Systems by Destructive Means ASTM D 4285, Standard Test Method for Indicating Oil or Water in Compressed Air ASTM D 4414, Standard Practice for Measurement of Wet Film Thickness by Notch Gages ASTM D 4417, Standard Test Methods for Field Measurement of Surface Pro le of Blast Cleaned Steel ASTM D 4541, Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers ASTM D 4752, Standard Test Method for Measuring MEK Resistance of Ethyl Silicate Zinc-Rich Primers by Solvent Rub

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Applicable Ordinances and Regulations Equipment and Coating Manufacturer s Published Instructions and Product Data Sheets AASHTO Standard Speci cations for Transportation Materials and Methods of Sampling and Testing, 28th Edition AASHTO LRFD Bridge Construction Speci cations, 2nd edition, with 2008 Interim Revisions, Item Code 10-LRFDCONS-2-13 AASHTO Guide Speci cations for Highway Bridge Fabrication with HPS70W Steel, 2003 AASHTO Guide Design Speci cations for Temporary Works, with 2008 Interim Revisions, Item Code 10-GSTBW-1-M AASHTO Construction Handbook for Bridge Temporary Works, 2008 Interim, Item Code 10-CHBTW1-11-UL AASHTO Inspector s Guide for Shotcrete Repair of Bridges AASHTO Guide Speci cations for Applications of Coating Systems with Zinc Rich Primers to Steel Bridges, S 81- 2006, Item Code 10 NSBASBCS-2-OL AASHTO Steel Bridge Fabrication QC/QA Guide Speci cation, S 41-2002 AASHTO Shop Detail Drawing Review/Approval Guidelines, G 11-2000 AASHTO Steel Bridge Erection Guide Speci cation, S 101-2007 AASHTO Best Practices in Context Sensitive Solutions, 2006 Competition, Item Code 10-BPCSS-2-OL FHWA-RD-78-133, Extending the Service Life of Existing Bridges by Increasing Their Load Carrying Capacity, 1978 NCHRP Report 206, Detection and Repair of Fatigue Damage in Welded Highway Bridges, 1978 NCHRP Report 222, Bridges on Secondary Highways and Local Roads Rehabilitation and Replacement, 1980 NCHRP Project 12-17 Final Report, Evaluation of Repair Techniques for Damaged Steel Bridge Members: Phase l, 1981 NCHRP Report 243, Rehabilitation and Replacement of Bridges on Secondary Highways and Local Roads, 1981 NCHRP Report 271, Guidelines for Evaluation and Repair of Damaged Steel Bridge Members, 1984 NCHRP Report 293, Methods of Strengthening Existing Highway Bridges, 1987 NCHRP Report 333, Guidelines for Evaluating Corrosion Effects in Existing Steel Bridges, 1990

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If we could all just get along, life would be peaceful What s important is for people to listen to one another, treat each other with respect, and live and let live Before making a decision, it s best to consider all perspectives and get everyone s input

High early strength concrete High performance concrete (HPC) Fiber reinforced concrete (FRC) Fiber reinforced polymer concrete (FRPC) Carbon ber reinforced polymer concrete (CFRPC) Other composites and use of additives

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Society s dependence on its applications has created continued demands for maintenance and repairs In this chapter, procedures and practices for repairs and related issues are discussed The ever growing list of publications on specialized topics is listed at the end of chapter

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EMOTIONAL PATTERNS Experience a range of low- to medium-intensity feelings, but present a steady, even-tempered demeanor Keep anger at such a subliminal level that they are often not aware of feeling it

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