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T&B® Cable Tray
® T&B Cable Tray Common Accessories Custom Maple Block and Cable Rollers Custom Maple Hardwood Block Maple hardwood, paraffin wax impregnated, multiple cable blocks can be made to your specific requirements. Cable blocks are to ensure proper separation of single conductor cables, which prevents any interference due to magnetic fields. The maple hardwood blocks are paraffin wax impregnated to prevent moisture from penetrating and causing rotting and splitting. Cable blocks are also available in high density polyethylene. Price and delivery upon request. Electrogalvanized hardware included, however stainless steel hardware is also available upon request. Maple hardwood block catalogue selector (MB) 3-15-1.8125-DH Material Prefix Number of rows of holes Total number of holes Hole diameter Hardware MB • Maple block Please specify Please specify Please specify Blank • No hardware included DH • Hardware included DHSS • Stainless steel hardware included Cable Rollers Why should rollers be used? Why purchase the T&B Cable Roller System? 1. To reduce pulling stress on cables, avoiding undue fatigue or abrasions. • Universal — fits virtually all tray systems. 2. Minimizes harmful “shear” load being placed on cable trays. • Mounts from bottom of cable tray, eliminating the need for double handling cables and reducing possibility of cable damage. 3. To reduce installation time. • Sideways telescopic adjustment allows rollers to accommodate virtually all tray widths. • Nylon bearings require no lubrication. Straight Roller • Independent rollers limit cable abrasion. Cat. No. Description Fits all profiles HAR 1224 Straight 12 in. to 24 in. (30 cm to 60 cm) all profiles HAR 1836 Straight 18 in. to 36 in. (45 cm to 90 cm) Corner Roller Cat. -
CHIS 2019 Adult CAWI Questionnaire (Self-Administered) Version 2.73 April 26, 2021 Adult Respondents Age 18 and Older
CHIS 2019 Adult CAWI Questionnaire (Self-administered) Version 2.73 April 26, 2021 Adult Respondents Age 18 and Older Collaborating Agencies: • UCLA Center for Health Policy Research • California Department of Health Care Services • California Department of Public Health Contact: California Health Interview Survey UCLA Center for Health Policy Research 10960 Wilshire Blvd, Suite 1550 Los Angeles, CA 90024 Telephone: (866) 275-2447 Fax: (310) 794-2686 Web: www.chis.ucla.edu Copyright © 2019 by the Regents of the University of California CHIS 2019 Adult Questionnaire Version 2.73 April 26, 2021 Table of Contents Section A: Demographic Information, Part I ......................................................................................... 6 Age ......................................................................................................................................................... 6 Gender Identity ...................................................................................................................................... 7 Ethnicity ................................................................................................................................................. 8 Race ....................................................................................................................................................... 9 Language Spoken at Home ................................................................................................................. 13 Additional Language Use .................................................................................................................... -
Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Chapter 4, Figures 4.5-1 to 4.5
r------------------------------------------- 1 I p M J B I R N L K H G F E D c A I I I I I Af'Jq AF20 AF54 AF72 32 AF52 AF18 I L-q L-10 L-15 D-6 -11 E-10 D-8 l I AF03 Af't;qAH44 AH60 AH63 AG70 AH65 AH7l AH47 AFS4 AF08 I N-ll H-3 FEED FEED FEED H-14 FEED FEED FEED M-12 C-11 2 I AF67 AH4q AH04 AG27 AG2<i' AG21 AG16 AG42 AF71 AF07 AF01 AG36 AH!5!5 3 I E-3 M-6 FEED M-3 FEED P-1 J-14 B-11 FEED D-3 FEED F-4 L-3 I AF67 AH5S AG56 Atflq AGsq AH2<1' AG48 AH30 AG68 AH08 AG60 AH30 AF55 I D-12 FEED F-2 FEED N-11 FEED F-14 FEED C-11 FEED B-11 FEED C-8 4 I AF12 AH57 AG43 AH38 AHtiJq AG12 AH24 AGfR AH25 AGil AG31 AH45 AF21 AGlM AH21 5 I H~4 FEED N-4 FEED H-7 FEED K~q FEED F-q FEED G-8 FEED C-4 FEED J-15 I AF50 AH72 AH22 AGS6 AH15 AGll.lAG64 AG41 AG52 AG88 AH18 AG65 AHIJ2 AH5q AF51 I F-5 FEED FEED F-3 FEED M-5 r+q G-14 o-q E-4 FEED K-3 FEED FEED K-5 6 I f:Fl7 AH73 AG24 AH28 AG82 AG71 AH14 AG18 AHil AG46 AG17 AH35 AG22 AH61 AF26 7 I E-8 FEED E-2 FEED G-6 G-4 FEED E-12 FEED J-4 J-6 FEED L-2 FEED E-5 I Af&q I qeo AF65 AG45 AtM0 AG57 AH33 AG32 AG16 AH01 AGI6 AG3<1' AH27 AG51 AG44 AG55 K-4 B-8 e-q B-6 FEED B-7 P-5 FEEC M-11 P-q FEED P-11 P-7 P-8 F-12 8 I AF47 AH68 AF23 AH41 AF1!5 AG62 AH26 AG03 AH23 AH32 AG28 AHsq AF3<1' q I L-U FEED E-14 FEED G-10 G-12 FEED L-4 FEED FEED L-14 FEED L-8 I ~~ AF66 AH66 AH10 AG67 AH37 AGJq AG68 AG3l AG63 AG05 AH08 AG5q AH17 AH67 AF41 I F-11 FEED FEED F-13 FEED L-12 M-7 J-2 D-7 D-11 FEED K-13 FEED FEED K-11 10 I AE33 AH!52 AG37 AH31 AG14 AH20 AF20 AH34 AG13 AH36 AG07 AH40 AG38 AH!53 AF27 I G-ll FEED N-12 FEED J-8 FEED K-7 FEED -
List of Non-QPL Material Source Codes NON-QPL AGGREGATES - - (MISC) Company Location Material Code A.B
List of Non-QPL Material Source Codes NON-QPL AGGREGATES - - (MISC) Company Location Material Code A.B. FUTCH & SONS, INC. EUNICE FINE SAND (HMAC) AH18 ACME SAND & GRAVEL(KENT PIT#2) BAYWOOD FINE SAND (HMAC) AJ74 ANDING, LEE PIT WEST MONROE FINE SAND (HMAC) AH76 B & C ASPHALT #2 AMITE FINE SAND (HMAC) AK12 B & D SAND PIT PARKS FINE SAND (HMAC) AK98 B. D. KEEL CONST. INC. DERIDDER FINE SAND (HMAC) AK59 B. S. TAYLOR PIT WEST MONROE SAND CLAY GRAVEL AH89 BARBER BROS.#3(ESSEN LANE) BATON ROUGE FINE SAND (HMAC) AJ89 BARBER BROS.#5(LA 37) BAYWOOD FINE SAND (HMAC) AJ90 BARRIERE BUSH SAND CLAY GRAVEL AG59 BARRIERE FRANKLINTON FINE SAND AL25 BARRIERE ISABEL (H116) FINE SAND (HMAC) AJ45 BARRIERE LIVINGSTON FINE SAND AL24 BARRIERE PIT POINT A LA HACHE GRANULAR MATERIAL AG82 BARRY L. MOORE PIT PORT ALLEN FINE SAND (HMAC) AH43 BEAR INDUSTRIES CARVILLE BLENDED CALCIUM SULF AL47 BEAR INDUSTRIES PORT ALLEN GRANULAR MATERIAL AK87 BEARD PIT JONESVILLE FINE SAND (HMAC) AJ33 BECK AND STEIN VACHERIE FINE SAND (HMAC) AH97 BEVERLY CONSTRUCTION HAHNVILLE SAND AL14 BEVERLY PIT BRIDGE CITY NON-PLASTIC EMB AL33 BEVERLY PIT CHALMETTE SAND FOR EMBAKMENT AL48 BEVERLY PIT NINE MILE POINT SAND AL40 BILLEAUD SAND PIT BROUSSARD FINE SAND (HMAC) AK54 BLAIN COMPANIES, THE CRANFIELD, MA FINE SAND (HMAC) AK97 BLEWER PIT CLARENCE FINE SAND AL41 BRISTERS PIT ANACOCO FINE SAND (HMAC) AJ94 BROWN PIT HEFLIN PIT RUN SAND/GRAVEL AJ05 BUDDY CAZES PIT BRUSLY FINE SAND (HMAC) AK35 BUDDYS PIT (LA 67) FRED FINE SAND (HMAC) AJ92 BURNS SAND & GRAVEL ROSEPINE SAND CLAY GRAVEL AK52 BYRON TALBOT CONST. -
Round 2 Noise Monitoring Results August 2019
Ararat Wind Farm Round 2 Noise Compliance Testing S2894C45 August 2019 sonus . Sonus Pty Ltd 17 Ruthven Avenue Adelaide 5000 SA Phone: +61 (8) 8231 2100 www.sonus.com.au Page 1 Ararat Wind Farm Round 2 Noise Compliance Testing S2894C45 August 2019 . sonus Document Title : Ararat Wind Farm Round 2 Noise Compliance Testing Document Reference : S2894C45 Date : August 2019 Prepared By : Chris Turnbull, MAAS Reviewed By : Jason Turner, MAAS TABLE OF CONTENTS 1 INTRODUCTION ................................................................................................................................. 3 2 CRITERIA ........................................................................................................................................... 3 3 STAGE 1 TESTING .............................................................................................................................. 7 3.1 Testing Location ...............................................................................................................................7 3.2 Data Collection .................................................................................................................................8 3.3 Data Analysis ....................................................................................................................................9 3.4 Stage 1 Test Results....................................................................................................................... 10 4 STAGE 2 TESTING ........................................................................................................................... -
Asia-Europe Connectivity Vision 2025
Asia–Europe Connectivity Vision 2025 Challenges and Opportunities The Asia–Europe Meeting (ASEM) enters into its third decade with commitments for a renewed and deepened engagement between Asia and Europe. After 20 years, and with tremendous global and regional changes behind it, there is a consensus that ASEM must bring out a new road map of Asia–Europe connectivity and cooperation. It is commonly understood that improved connectivity and increased cooperation between Europe and Asia require plans that are both sustainable and that can be upscaled. Asia–Europe Connectivity Vision 2025: Challenges and Opportunities, a joint work of ERIA and the Government of Mongolia for the 11th ASEM Summit 2016 in Ulaanbaatar, provides the ideas for an ASEM connectivity road map for the next decade which can give ASEM a unity of purpose comparable to, if not more advanced than, the integration and cooperation efforts in other regional groups. ASEM has the platform to create a connectivity blueprint for Asia and Europe. This ASEM Connectivity Vision Document provides the template for this blueprint. About ERIA The Economic Research Institute for ASEAN and East Asia (ERIA) was established at the Third East Asia Summit (EAS) in Singapore on 21 November 2007. It is an international organisation providing research and policy support to the East Asia region, and the ASEAN and EAS summit process. The 16 member countries of EAS—Brunei Darussalam, Cambodia, Indonesia, Lao PDR, Malaysia, Myanmar, Philippines, Singapore, Thailand, Viet Nam, Australia, China, India, Japan, Republic of Korea, and New Zealand—are members of ERIA. Anita Prakash is the Director General of Policy Department at ERIA. -
1St IRF Asia Regional Congress & Exhibition
1st IRF Asia Regional Congress & Exhibition Bali, Indonesia November 17–19 , 2014 For Professionals. By Professionals. "Building the Trans-Asia Highway" Bali’s Mandara toll road Executive Summary International Road Federation Better Roads. Better World. 1 International Road Federation | Washington, D.C. ogether with the Ministry of Public Works Indonesia, we chose the theme “Building the Trans-Asia Highway” to bring new emphasis to a visionary project Tthat traces its roots back to 1959. This Congress brought the region’s stakeholders together to identify new and innovative resources to bridge the current financing gap, while also sharing case studies, best practices and new technologies that can all contribute to making the Trans-Asia Highway a reality. This Congress was a direct result of the IRF’s strategic vision to become the world’s leading industry knowledge platform to help countries everywhere progress towards safer, cleaner, more resilient and better connected transportation systems. The Congress was also a reflection of Indonesia’s rising global stature. Already the largest economy in Southeast Asia, Indonesia aims to be one of world’s leading economies, an achievement that will require the continued development of not just its own transportation network, but also that of its neighbors. Thank you for joining us in Bali for this landmark regional event. H.E. Eng. Abdullah A. Al-Mogbel IRF Chairman Minister of Transport, Kingdom of Saudi Arabia Indonesia Hosts the Region’s Premier Transportation Meeting Indonesia was the proud host to the 1st IRF Asia Regional Congress & Exhibition, a regional gathering of more than 700 transportation professionals from 52 countries — including Ministers, senior national and local government officials, academics, civil society organizations and industry leaders. -
Asian Highway Handbook United Nations
ECONOMIC AND SOCIAL COMMISSION FOR ASIA AND THE PACIFIC ASIAN HIGHWAY HANDBOOK UNITED NATIONS New York, 2003 ST/ESCAP/2303 The Asian Highway Handbook was prepared under the direction of the Transport and Tourism Division of the United Nations Economic and Social Commission for Asia and the Pacific. The team of staff members of the Transport and Tourism Division who prepared the Handbook comprised: Fuyo Jenny Yamamoto, Tetsuo Miyairi, Madan B. Regmi, John R. Moon and Barry Cable. Inputs for the tourism- related parts were provided by an external consultant: Imtiaz Muqbil. The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the Secretariat of the United Nations concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. This publication has been issued without formal editing. CONTENTS I. INTRODUCTION TO THE ASIAN HIGHWAY………………. 1 1. Concept of the Asian Highway Network……………………………… 1 2. Identifying the Network………………………………………………. 2 3. Current status of the Asian Highway………………………………….. 3 4. Formalization of the Asian Highway Network……………………….. 7 5. Promotion of the Asian Highway……………………………………... 9 6. A Vision of the Future………………………………………………… 10 II. ASIAN HIGHWAY ROUTES IN MEMBER COUNTRIES…... 16 1. Afghanistan……………………………………………………………. 16 2. Armenia……………………………………………………………….. 19 3. Azerbaijan……………………………………………………………... 21 4. Bangladesh……………………………………………………………. 23 5. Bhutan…………………………………………………………………. 27 6. Cambodia……………………………………………………………… 29 7. China…………………………………………………………………... 32 8. Democratic People’s Republic of Korea……………………………… 36 9. Georgia………………………………………………………………... 38 10. India…………………………………………………………………… 41 11. Indonesia………………………………………………………………. 45 12. Islamic Republic of Iran………………………………………………. 49 13 Japan………………………………………………………………….. -
PPP Resources for Treasure Coast Businesses
PPP Resources for Treasure Coast Businesses Nine Practical Steps 1. Find the The Laws • H.R. 748 = CARES Act; PPP = Sections 1101, 1102 and 1106 • 1101, 1102 = PPP definition • 1106 = Loan Forgiveness • H.R. 266 = PPP & HCE Act • H.R. 7010 = PPPFA 2. See what the agencies say 3. Google PPP FAQ… 48 as of this writing 4. Keep up with Interim Final Rules CARES Act - PPP Interim Final Rules • Google: 3245-AH34, SBA unless otherwise noted Federal 3245-AH35, 3245-AH36, RIN Register Page Effective Date 1st 3245-AH34 20811 4/15/20 2nd 3245-AH35 20817 4/15/20 etc. 3rd 3245-AH36 21747 4/20/20 4th 3245-AH37 23450 4/28/20 Treasury #1 1505-AC67 23917 4/30/20 AND 5th 3245-AH38 26321 5/4/20 6th 3245-AH39 26324 5/4/20 1505-AC67, 1505-AC69, 7th 3245-AH40 27287 5/8/20 8th 3245-AH41 29845 5/19/20 9th 3245-AH42 29842 5/19/20 etc. 10th 3245-AH43 29847 5/19/20 11th 3245-AH44 30835 5/21/20 12th 3245-AH45 31357 5/26/20 13th 3245-AH46 33004 5/28/20 Treasury #2 1505-AC69 33004 5/28/20 14th 3245-AH47 33010 5/28/20 15th 3245-AH48 pending publication 16th 3245-AH49 17th 3245-AH50 5. UH -OH… “We’re from the IRS and we’re here to help” IRS Notice 2020-32 • PPP says loan forgiveness is tax exempt, but… • Expenses paid by loan forgiveness are NON-DEDUCTIBLE. • Was this the legislative intent? • Congress chose not to address this issue in PPPFA. -
The World's Colonisation and Trade Routes Formation As Imitated By
The World's Colonisation and Trade Routes Formation as Imitated by Slime Mould Andrew Adamatzky University of the West of England, Bristol, United Kingdom This is unedited preprint with low-resolution photographs. Final and edited version of this paper is published in Int. J. Bifurcation Chaos, 22, 1230028 (2012) [26 pages] DOI: 10.1142/S0218127412300285 Abstract The plasmodium of Physarum polycephalum is renowned for spanning sources of nutrients with networks of protoplasmic tubes. The networks transport nutrients and metabolites across the plas- modium's body. To imitate a hypothetical colonisation of the world and formation of major trans- portation routes we cut continents from agar plates arranged in Petri dishes or on the surface of a three-dimensional globe, represent positions of selected metropolitan areas with oat flakes and inoculate the plasmodium in one of the metropolitan areas. The plasmodium propagates towards the sources of nutrients, spans them with its network of protoplasmic tubes and even crosses bare substrate between the continents. From the laboratory experiments we derive weighted Physarum graphs, analyse their structure, compare them with the basic proximity graphs and generalised graphs derived from the Silk Road and the Asia Highway networks. Keywords: biological transport networks, unconventional computing, slime mould 1 Introduction Nature-inspired computing paradigms and experimental laboratory prototypes are demonstrated reason- able success in approximation of shortest, and often collision-free, paths between two given points in an arXiv:1209.3958v1 [nlin.AO] 18 Sep 2012 Euclidean space or a graph. Examples include ant-based optimisation of communication networks [15], approximation of a shortest path in experimental reaction-diffusion chemical systems [1], gas-discharge analog systems [35], spatially extended crystallisation systems [5], fungi mycelia networks [22], and maze solving by Physarum polycephalum [29]. -
International Society for Soil Mechanics and Geotechnical Engineering
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Dynamic centrifuge model test for performance-based design of grid-form deep mixing walls supporting a tall building Junji Hamada & Tsuyoshi Honda Takenaka Research & Development Institute, Takenaka Corporation, Inzai, Chiba, Japan ABSTRACT Dynamic centrifuge model tests in the 50 g field were conducted to investigate a failure behavior of DMWs in liquefiable sand during large earthquakes. A miniature model of DMWs was made of soil-cement with an unconfined compressive strength of about 4,000 kPa in order to investigate the behavior/toughness of the DMWs after yield and failure on seismic performance. The DMWs model that support the superstructure’s weight of 206 kPa, the natural period of 0.6 second were set in a laminar shear box, and repeatedly tested by increasing the acceleration level of the input motion recorded at TAFT earthquakes. The relationship between shear stress and shear strain of the DMWs, namely the nonlinearity of the DMWs was investigated. No significant settlement of the structure was observed even if the normal and shear stresses in the DMWs were assumed to have locally reached the tensile or shear criteria of soil-cement. 1 INTRODUCTION potential for liquefaction mitigation. However, the local failures of the DMWs are not acceptable in the existing Grid-form DMWs (Deep cement Mixing Walls) which is method of allowable stress design. -
Covers Cable Tray Straight Cover Number Selection
Aluminum Covers Cable Tray Straight Cover Number Selection Tray Covers — Tray covers are available for all classes of tray. They should be installed where falling objects may damage cables or where vertical tray run is accessible by pedestrian or vehicular traffic. Cover mounting hardware must be ordered separately. Solid Covers — These covers provide maximum mechanical protection for cables with limited heat build up. Solid covers are available with or without flange. Flanged covers have 1/2” flange. Cover mounting hardware must be ordered separately. Ventilated Flanged Covers — This design offers excellent mechanical protection while allowing heat produced by cables to dissipate. Cover mounting hardware must be ordered separately. Peaked Flanged Covers — Peaked covers offer mechanical protection reduce pooling of liquids on the cover and accumulation of snow or ice. Peaked covers have 15° rise. Covers greater than 12" wide available in 72" and 3m lengths only. Cover mounting hardware must be ordered separately. T&B aluminum cable tray is composed of two distinct systems H-Style and U-Style. These systems are interchangeable. 100 Aluminum Covers Straight Cover Number Selection Cable Tray Straight Cover Number Selection (ABW-1-12)-SNC-72 Material Cover Series Width Cover Type Length ABW • Aluminum 1 • For tray series: AH04, AH14 06 • (6") SNC • Solid Non-Flanged Cover 72 • (72”) Accessory 2 • For tray series: AH06, AH24, AH34, AH44, 09 • (9") AH54, AH25, AH35, AH45, AH16, AH26 12 • (12") SFC • Solid Flanged Cover 144 • (12ft) 3 • For tray series: AH36, AH46, AH56, AH66 18 • (18") VFC • Ventilated Flanged Cover 3 • (3 m) AH27, AH2C7, AH37 24 • (24") 30 • (30") *PFC • Peaked Flanged Cover 36 • (36") * Peaked covers greater than 12” wide available in 72” and 3m lengths only.