M 5 EWG Routes of administration - Controlled Vocabulary
The following pages contain the Routes of Administration ICH M5 Controlled Vocabulary. 065. UNKNOWN. UNKNOWN USE. UNKNOWN / UNASSIGNED INJECTION (NOT.
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USER GUIDE:
Jul 22 2020 Pharmaceutical Dose Forms (DF) and Routes of Administration (RoA) in E2B(R3) ... Dose Form) for DF
Standard Terms
Nov 16 2018 Pharmaceutical dose form (i.e. the dosage form)
standard terms introduction and guidance for use
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Clonazepam – Palliative Care (Adults)
Medicine & Administration. Medicines & Infusion Protocols (Adults) 014-001-01-065. Authorised by ... Unlicensed route of administration: • Subcutaneous ...
Clonazepam PalliativeCareJun
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Approved by FDA under NADA # 065-010NOROCILLIN(penicillin G
Dosage: Norocillin is administered by the intramuscular route. The product is ready for injection after warming the vial to room temperature and shaking to
EU Individual Case Safety Report (ICSR)1 Implementation Guide
The standard terminology on pharmaceutical dose forms and routes of administration as maintained by the European Directorate for the Quality of Medicines &
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PERMANENT ADMINISTRATIVE ORDER
Dec 16 2021 041-6270
Div Div Div Div TrackedChanges
FHWA-HRT-22-065: Design and Construction of UHPC-Based
FHWA-HRT-22-065. MAY 2022 The Federal Highway Administration (FHWA) provides high-quality ... UHPC beam end repair on the Route 6/10 Interchange Bridge.
Research, Development, and Technology
Turner-Fairbank Highway Research Center
6300 Georgetown Pike
McLean, VA 22101-2296
Design and Construction of
UHPC-Based Bridge Preservation
and Repair SolutionsFOREWORD
In 2021, ultra-high performance concrete (UHPC) for bridge preservation and repair (P&R) was rolled out as one of the innovative technologies in the Federal Highway Administration's Every Day Counts program. UHPC has been a proven solution in bridge construction for connections between prefabricated bridge elements and is an emerging solution for P&R that offers enhanced performance and improved lifecycle cost over traditional methods. UHPC repair solutions are long lasting and resilient, requiring less maintenance and fewer follow-up repairs than conventional methods. The information presented in this document provides background, context, and foundational knowledge to bridge owners and designers interested in using this innovative solution for preserving our Nation's highway bridges.Cheryl Allen Richter, P.E., Ph.D.
Director, Office of Infrastructure
Research and Development
Notice
This document is disseminated under the sponsorship of the U.S. Department of Transportation (USDOT) in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers.Trademarks or
manufacturers" names appear in this report only because they are considered essential to the objective of the document.Quality Assurance Statement
The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Recommended citation: Federal Highway Administration,Design and Construction of
UHPC-Based Bridge Preservation and Repair Solutions (Washington, DC: 2022) https://doi.org/10.21949/1521867TECHNICAL REPORT DOCUMENTATION PAGE
1. Report No.
FHWA-HRT-22-065 2. Government Accession No.
3. Recipient's Catalog No.
4. Title and Subtitle
Design and Construction of UHPC-Based Bridge Preservation and Repair Solutions 5. Report DateMay 2022
6. Performing Organization Code:
7. Author(s)
Zachary B. Haber, Andrew Foden, Michael McDonagh, Justin Ocel, Kevin Zmetra, Benjamin Graybeal 8. Performing Organization Report No.9. Performing Organization Name and Address
Engineering Software Consultants
14123 Robert Paris Court
Chantilly, VA 20151
Rao Research and Consulting, LLC
1775 Tysons Blvd., 5th floor
Tysons, VA 22102
WSP USA
One Penn Plaza
2nd Floor, 250 W 34th Street
New York, NY 10119 10. Work Unit No.
11. Contract or Grant No.
693JJ319D000055
/ 693JJ320F00018612. Sponsoring Agency Name and Address
Office of
Infrastructure Research and Development
Federal Highway Administration
6300 Georgetown Pike
McLean, VA 22101-2296 13. Type of Report and Period CoveredFinal Report;
June 2020
-December 202114. Sponsoring Agency Code
HRDI-40
15. Supplementary Notes
16. Abstract
This report is intended for bridge owners, contractors, and their supporting professionals responsible for design,
construction, materials, and maintenance who are interested in including ultra-high performance concrete (UHPC) in their bridge preservation and repair (P&R) toolkit. This document aims to familiarize the reader with the material mechanical and durability properties of UHPC, along with common and emerging UHPC-based P&Rsolutions. Most notably, the document contains design and construction recommendations for three promising and
fastest growing UHPC P&R applications: bridge deck overlays for rehabilitation, link slabs, and steel beam end
repair. These recommendations are limited in scope but provide valuable information for all owner agencies
considering the development of materials, construction, and design specifications. Lastly, much of the information
provided herein builds on previous UHPC design and construction documents published by the Federal Highway
Administration in Design and Construction of Field-Cast UHPC Connections (Report No. FHWA-HRT-19-011).
17. Key Words
Preservation, repair, rehabilitation,
maintenance, UHPC 18. Distribution Statement No restrictions. This document is available to the public through the National Technical Information Service, Springfield, VA 22161. http://www.ntis.gov19. Security Classif. (of this report)
Unclassified 20. Security Classif. (of this page)
Unclassified 21. No. of Pages
86 22. Price
N/AForm DOT F 1700.7 (8
-72) Reproduction of completed page authorized. iiSI* (MODERN METRIC) CONVERSION FACTORS
APPROXIMATE CONVERSIONS TO SI UNITS
Symbol When You Know Multiply By To Find Symbol
LENGTH
in inches 25.4 millimeters mm ft feet 0.305 meters m yd yards 0.914 meters m mi miles 1.61 kilometers km AREA in 2 square inches 645.2 square millimeters mm 2 ft 2 square feet 0.093 square meters m 2 yd 2 square yard 0.836 square meters m 2 ac acres 0.405 hectares ha mi 2 square miles 2.59 square kilometers km 2VOLUME
fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liters L ft 3 cubic feet 0.028 cubic meters m 3 yd 3 cubic yards 0.765 cubic meters m 3 NOTE: volumes greater than 1,000 L shall be shown in m 3 MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms kg T short tons (2,000 lb) 0.907 megagrams (or metric ton") Mg (or t")TEMPERATURE (exact degrees)
°F Fahrenheit
5 (F-32)/9
Celsius °C
or (F-32)/1.8ILLUMINATION
fc foot-candles 10.76 lux lx fl foot-Lamberts 3.426 candela/m 2 cd/m 2FORCE and PRESSURE or STRESS
lbf poundforce 4.45 newtons N lbf/in 2 poundforce per square inch 6.89 kilopascals kPaAPPROXIMATE CONVERSIONS FROM SI UNITS
Symbol When You Know Multiply By To Find Symbol
LENGTH
mm millimeters 0.039 inches in m meters 3.28 feet ft m meters 1.09 yards yd km kilometers 0.621 miles mi AREA mm 2 square millimeters 0.0016 square inches in 2 m 2Research, Development, and Technology
Turner-Fairbank Highway Research Center
6300 Georgetown Pike
McLean, VA 22101-2296
Design and Construction of
UHPC-Based Bridge Preservation
and Repair SolutionsFOREWORD
In 2021, ultra-high performance concrete (UHPC) for bridge preservation and repair (P&R) was rolled out as one of the innovative technologies in the Federal Highway Administration's Every Day Counts program. UHPC has been a proven solution in bridge construction for connections between prefabricated bridge elements and is an emerging solution for P&R that offers enhanced performance and improved lifecycle cost over traditional methods. UHPC repair solutions are long lasting and resilient, requiring less maintenance and fewer follow-up repairs than conventional methods. The information presented in this document provides background, context, and foundational knowledge to bridge owners and designers interested in using this innovative solution for preserving our Nation's highway bridges.Cheryl Allen Richter, P.E., Ph.D.
Director, Office of Infrastructure
Research and Development
Notice
This document is disseminated under the sponsorship of the U.S. Department of Transportation (USDOT) in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers.Trademarks or
manufacturers" names appear in this report only because they are considered essential to the objective of the document.Quality Assurance Statement
The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Recommended citation: Federal Highway Administration,Design and Construction of
UHPC-Based Bridge Preservation and Repair Solutions (Washington, DC: 2022) https://doi.org/10.21949/1521867TECHNICAL REPORT DOCUMENTATION PAGE
1. Report No.
FHWA-HRT-22-065 2. Government Accession No.
3. Recipient's Catalog No.
4. Title and Subtitle
Design and Construction of UHPC-Based Bridge Preservation and Repair Solutions 5. Report DateMay 2022
6. Performing Organization Code:
7. Author(s)
Zachary B. Haber, Andrew Foden, Michael McDonagh, Justin Ocel, Kevin Zmetra, Benjamin Graybeal 8. Performing Organization Report No.9. Performing Organization Name and Address
Engineering Software Consultants
14123 Robert Paris Court
Chantilly, VA 20151
Rao Research and Consulting, LLC
1775 Tysons Blvd., 5th floor
Tysons, VA 22102
WSP USA
One Penn Plaza
2nd Floor, 250 W 34th Street
New York, NY 10119 10. Work Unit No.
11. Contract or Grant No.
693JJ319D000055
/ 693JJ320F00018612. Sponsoring Agency Name and Address
Office of
Infrastructure Research and Development
Federal Highway Administration
6300 Georgetown Pike
McLean, VA 22101-2296 13. Type of Report and Period CoveredFinal Report;
June 2020
-December 202114. Sponsoring Agency Code
HRDI-40
15. Supplementary Notes
16. Abstract
This report is intended for bridge owners, contractors, and their supporting professionals responsible for design,
construction, materials, and maintenance who are interested in including ultra-high performance concrete (UHPC) in their bridge preservation and repair (P&R) toolkit. This document aims to familiarize the reader with the material mechanical and durability properties of UHPC, along with common and emerging UHPC-based P&Rsolutions. Most notably, the document contains design and construction recommendations for three promising and
fastest growing UHPC P&R applications: bridge deck overlays for rehabilitation, link slabs, and steel beam end
repair. These recommendations are limited in scope but provide valuable information for all owner agencies
considering the development of materials, construction, and design specifications. Lastly, much of the information
provided herein builds on previous UHPC design and construction documents published by the Federal Highway
Administration in Design and Construction of Field-Cast UHPC Connections (Report No. FHWA-HRT-19-011).