DOCSLIB.ORG

United States Patent [151 3,648,235 Cahill [45] Mar

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
United States Patent [151 3,648,235 Cahill [45] Mar United States Patent [151 3,648,235 Cahill [45] Mar. 7, 1972 [54] OPTICAL SYSTEMS FOREIGN PATENTS OR APPLICATIONS [72] lnventor: Michael R. Cahlll, Bellerose, N.Y. 396,789 Great Britain ......,..................340/107 [73] Assignee: The Marbellte Company, Inc., Brooklyn, NY. - Primary Examiner-John W. Caldwell [22] Filed: July 15, 1970 Assistant Examiner-J. Michael Bobbitt Attorney-‘Wolf, Green?eld & Sacks [211 Appl. No.: 55,060 [57] ABSTRACT , [52] US. Cl.,........,...........,.....340/ll0, 240/4649, 340/382, _ A traffic signal apparatus for illuminating a message in al ' ~ ' ' 350/97 temate colors carries two light sources of different light color [5 l] Int. 3601] 1/00 outputs. A one~way light mirror is positioned about one of the [53] Field of Search .340/110, 106, 107, 382; light sources to allow passage of light therefrom and to re?ect 240/106, 46.49, 46.59, 41.35; 350/97, 291 substantially all light from an outside source such as the _ second light source. This optical system construction avoids l56] References cued unwanted light color re?ection on a message plate of the hous m m e. .m m N65 DBB CvkT. T"e E"t "a S P MI mm g“ mmrm mm3 tmm mm .10dr. 6.5 .mumm mmU 83S muA 5.0I. .mE mm s Rw.8w meu Dhmm w? wmm m.mm FWm mmm m 32 0,8, 85 54 2,6, 25 40 49 300 3.3 44 00 ll 11 00 77 w l i PATENTEDHAR 1 I972. 3,648,235 H4 M - ________J_1(W@Q’ K; i’v'z’ '21- ' SIS il? AL ) /IO qs CONTROLLER llllIII.’II FIG.5 ~ INVENTOR MICHAEL R. CAHILL FIG. 4 BY 9/” ,WMd’4JaabATTORNEYS 3,648,235 1 2 OPTICAL SYSTEMS It is a feature of this invention that the coating or one-way mirror means used is inexpensive and uncomplicated. BACKGROUND OF THE INVENTION Moreover, existing traf?c signal housings can be easily In conventional traf?c signals such, as WALK-DON'T modi?ed by replacement of colored bulbs with colored bulbs WALK signals, different colored light sources are used in a carrying the one-way mirror means or positioning of a single re?ector to illuminate the WALK portion of a message separate one-way mirror means element over the colored alone in one color at one time interval and sequentially to illu bulbs. minate the DON‘T and the WALK message in a second color BRIEF DESCRIPTION OF THE DRAWINGS at a second time interval. This often requires the use of two light sources behind a transparent WALK message stencil 10 The above and other objects, advantages and features of the plate such as an orange and a white incandescent lamp or bulb present invention will be better understood from the following positioned behind a transparent WALK message stencil plate. speci?cation when read in conjunction with the accompany When the orange lamp is illuminated, the WALK message ing drawings in which: appears orange since conventional orange coatings on such FIG. 1 is a diagrammatic front view of a traf?c signal hous lamps absorb all but the light‘ rays having the orange color ing and associated controller in accordance with the preferred wavelength and allow passage of only the orange light. How embodiment of this invention; ever, a problem arises when the orange lamp is not illuminated FIG. 2- is a semidiagrammatic front view of elements and the white lamp is illuminated to cause the WALK message thereof; to appear white. In this case, a portion of the white light which 20 FIG. 3 is a top plan view of the elements of FIG. 2; passes to the unlit orange lamp is altered in its color composi FIG. 4 is a cross-sectional view through the center of an ele ?'\n by the particular re?ective and absorptive properties of ment thereof; and, the orange coating of the unlit lamp causing an unwanted FIG. 5 is a semidiagrammatic showing of an alternate em orange re?ection to the WALK message. Thus, during illu bodiment thereof. mination of the white lamp, the WALK message is not entirely 25 white but has an orange cast to at least certain portions of it. DESCRIPTION OF PREFERRED EMBODIMENTS This orange cast is undesirable‘. Methods have been proposed for eliminating the undesirable re?ections but often involve With reference now to the drawings, an improved traffic complex optical systems or alternative traf?c signal housing signal control apparatus is indicated generally at 10 in FIG. I and is in the form of a WALK-DON’T WALK pedestrian constructions. 30 It is an object of this invention to provide an apparatus for signal. The complete apparatus comprises a housing 11 carry generating and transmitting two different light colors at al ing upper and lower re?ectors such as 12 forming a compart ternate time periods without obtaining an undesirable light ment behind each suitably masked transparent stencil panel re?ection from any unlit light source in the apparatus. 13 and 14 having transparent clear portions denoting the let Another object of this invention is to provide an apparatus ters of the DON’T and WALK signals, respectively. Within the in accordance with the preceding object in the form of a traf bottom re?ector 12 are positioned plural light sources com ?c signal apparatus having at least two light sources of dif prising lamps 15 and 16 of one color and lamp 17 of another ferent colors with one of the light sources being surrounded by color with the lamp 17 carrying the improved coating 22 of a one-way light mirror. _ this invention. The structural elements of the WALK-DON'T WALK will Still another object of this invention is to provide an ap 40 paratus in accordance with the preceding objects which is be brie?y described although it should be understood that all basically similar to conventional equipment and requires little elements described are well known in the art with the excep modi?cation to achieve the desired effect. tion of the use of the particular one-way mirror means com Still another object of this invention is to provide an ap— prising the coating 22 as will be more fully described. In accordance with conventional design, the apparatus 10 paratus in accordance with the preceding objects which is 45 highly ef?cient and uncomplicated. comprises an outer casing or housing 11 as of metal within which is positioned an upper parabolic plane re?ector (not SUMMARY OF THE INVENTION shown) having a front opening area in rectangular form An apparatus for generating and transmitting two different directly behind the rectangular DON'T stencil panel 13. light colors has a ?rst light source for generating light rays of a 50 Within the upper re?ector is a single light source 18 such as an ?rst predetermined color with the light rays having a ?rst orange color coated incandescent lamp. The lower parabolic predetermined wavelength. A second light source is provided re?ector 12 which is preferably identical to the upper parabol for generating light rays of a second color different from the ic re?ector (not shown) de?nes a front area adapted to lie ?rst-mentioned color. Re?ector means act to re?ect light directly behind the WALK stencil panel 14. The parabolic originating from both of the light sources to a predetermined 55 re?ector 12 has a rear re?ecting surface 20 designed to spread area. One-way mirror means are positioned about the ?rst all lightimpinging thereon throughout the area of the WALK light source for re?ecting light rays of the second color panel 14. impinging thereon generated by the second light source while As best shown in FIGS. 2 and 3, mounted within the re?ec permitting passage of light rays therethrough originating from tor 12 are three incandescent lamps with two of the lamps the ?rst light source. - 60 such as 15 and 16 acting as light sources of substantially white Preferably the apparatus is a traf?c signal apparatus such as light. A tinge of blue can be incorporated as by use of standard a WALK-DON'T WALK sign or other message-carrying sign lunar white lamps. The third light source comprises a Portland where one portion thereof such as the WALK portion is orange lamp 17, best shown in FIG. 4, having a conventional formed by a translucent or transparent front stencil panel in Portland orange ceramic coating 21 and a thin white high tem the predetermined area. The light sources are preferably in 65 perature silicone type coating 22 of this invention thereover. candescent light lamps or bulbs, one of which has a color coat In order to better understand the invention, the operation of 3' such as an orange color coating surrounded by a second a conventional WALK-DON'T WALK signal having lamp 17 coating such as a white coating which acts as a one-way light of a conventional Portland orange lamp without the coating mirror. Light rays from the ?rst light source passing through 22 of this invention will ?rst be described. In such convention the orange coating are intense enough to pass through the 70 WALK-DON'T WALK signals, a conventional controller 23 white coating when the orange lamp is lit thus illuminating the actuates the single orange lamp 18 in the upper re?ector along message. When the white lamp is lit, re?ection of light at the with the orange lamp in the lower re?ector at one predeter white coating over the orange lamp causes re?ection of all mined time period so as'to obtain illumination of DON'I" wavelength light rays striking the white coating thus prevent WALK in orange during one time interval.
Load more

Recommended publications
  • City Supplement to ODOT
    SUPPLEMENT TO STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS Dated January 1, 2016 Copies of the City of Cincinnati Supplement to the State of Ohio Department of Transportation, Construction and Material Specifications may be purchased by contacting: Right-of-Way Management Section City of Cincinnati 801 Plum Street, City Hall–Room 425 Cincinnati OH 45202 (513) 352-3463 Or found on the City’s website at: www.cincinnati-oh.gov/dote CITY SUPPLEMENT TO 2016 OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS Foreward The City Administration, in an attempt to promote uniform construction practices throughout the area, has adopted the State of Ohio, Department of Transportation, Construction and Material Specifications for control of its construction program. The City wrote this Supplement to amend the State Specifications dated January 1, 2016. The Supplement permits adaptation of City operation and control and also includes construction items needed by the City but not included by the State. Approved: August 1, 2016 Donald G. Gindling, P.E. Date: City Engineer City of Cincinnati TABLE OF CONTENTS 100 General Provisions ............................................................................................ 1 101 Definitions and Terms .................................................................................. 1 102 Bidding Requirements and Conditions ........................................................ 3 103 Award and Execution of Contract ...............................................................
    [Show full text]
  • Technical Specifications for Public Improvement Projects
    TECHNICAL SPECIFICATIONS FOR PUBLIC IMPROVEMENT PROJECTS Revised March 2021 City of Olathe Revised March 2021 TOC-i TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Page SECTION GP - GENERAL PROVISIONS GP01 DEFINITIONS ------------------------------------------------------------------------- TS/GP-1 GP02 REFERENCED STANDARDS -------------------------------------------------------- TS/GP-1 GP03 PERMIT FOR CONSTRUCTION ---------------------------------------------------- TS/GP-2 GP04 BONDS ------------------------------------------------------------------------------ TS/GP-3 GP05 INSURANCE REQUIREMENTS ---------------------------------------------------- TS/GP-3 GP06 SHOP DRAWINGS AND ENGINEERING DATA --------------------------------- TS/GP-5 GP07 CHANGES IN THE WORK ---------------------------------------------------------- TS/GP-8 GP08 DAMAGES ---------------------------------------------------------------------------- TS/GP-8 GP09 PROTESTS ---------------------------------------------------------------------------- TS/GP-8 GP10 TRAFFIC CONTROL ------------------------------------------------------------------ TS/GP-8 GP11 SAFETY ------------------------------------------------------------------------------ TS/GP-9 GP12 AUTHORITY OF THE ENGINEER -------------------------------------------------- TS/GP-9 GP13 OBSERVATION OF THE WORK --------------------------------------------------- TS/GP-10 GP14 HOURS OF WORK, WEEKEND OR HOLIDAY WORK -------------------------- TS/GP-12 GP15 CLEAN UP -----------------------------------------------------------------------------
    [Show full text]
  • City of Sparks Traffic Signal Equipment
    CITY OF SPARKS TRAFFIC SIGNAL EQUIPMENT The City of Sparks traffic signal equipment shall be installed in accordance with national standards and codes including, but not limited to, the most current edition of The Manual on Uniform Traffic Control Devices (MUTCD), the National Fire Protection Association (NFPA), the National Electrical Code (NEC), etc. In addition, the following standards shall, to the best possible ability of the contractor, be met. Any conflicts between the national standards and codes and the City standards shall be resolved by contacting the City Transportation Manager for a ruling. Safety Lighting Shall be LED only and placed such that it provides a minimum of 2.0 FC of average illuminance at the sidewalk. All LED style lighting fixtures shall meet the following minimum criteria regardless of manufacturer: 1. The housing shall be all metal with the exception of the lens. 2. The housing shall be silver in color except where heat dissipation components are involved. 3. There shall be a minimum 10 year warranty. 4. The unit shall provide a Type IV Medium optical spread utilizing a minimum of 80 LED units. 5. Each complete and assembled fixture shall require no more than 190 System Watts. 6. The fixture shall be capable of utilizing Universal 120-277V Line Power. 7. The fixture shall have Corrected Color Temperature (CCT) of 4000K. 8. The fixture shall not exceed 700 mA Drive Current. 9. The fixture shall be Illuminating Engineering Society of North America (IESNA) LM-79-08 compliant. 10. The unit shall be constructed in such a manner that it can be mounted to a standard 2” ID horizontal pipe with +/- 5 degree adjustment with no specially constructed mounts or wire splicing methods.
    [Show full text]
  • Notice to Bidders, Specifications and Proposal
    109 Letting November 6, 2020 Notice to Bidders, Specifications and Proposal Contract No. 61G69 LAKE County Section 16-00142-08-TL Route FAU 2647 (Butterfield Road) Project THHC-943 () District 1 Construction Funds Prepared by F Checked by (Printed by authority of the State of Illinois) NOTICE TO BIDDERS 1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m. November 6, 2020 at which time the bids will be publicly opened from the iCX SecureVault. 2. DESCRIPTION OF WORK . The proposed improvement is identified and advertised for bids in the Invitation for Bids as: Contract No. 61G69 LAKE County Section 16-00142-08-TL Project THHC-943 () Route FAU 2647 (Butterfield Road) District 1 Construction Funds Traffic signal replacement and installation of adaptive signal control with flashing yellow arrows on Butterfield Road from IL 137 to Allanson Road. 3. INSTRUCTIONS TO BIDDERS . (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid. (b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract.
    [Show full text]
  • Dialight LED Pedestrian Signal Specification 10-20-08
    LED Pedestrian Hand / Person / Countdown Modules Specification and Requirements Checklist 16” x 18”, 12” x 12” and 9” x 9” Modules October 20, 2008 Agency Name: Project: Date: 1 Overview 1.1 Purpose The purpose of this specification is to provide the minimum performance requirements for LED pedestrian signal modules (hereafter called module or modules) with “walking person”, “upraised hand”, and “countdown digit” icons. This specification includes the following sizes (nominal message bearing surface): 406mm x 457 mm (16 in x 18 in), 305mm x 305mm (12 in x 12 in), and 229mm x 229mm (9 in x 9 in ). This specification refers to definitions and practices described in Pedestrian Traffic Control Signal Indications (PTCSI) Part 2:Light Emitting Diode (LED) Pedestrian Traffic Signal Modules (PTCSI) Adopted March 19, 2004 and published in the Equipment and Materials Standards of the Institute of Transportation Engineers (ITE) and contains additional requirements to ensure optimum long term reliability and performance. 1.2 Manufacturers Requirements and Approvals 1.2.1 Manufacturers supplying products to this specification must be a registered participant and have the base part numbers being provided listed on the Intertek-ETL LED Traffic Signal Modules Certification Program approved products website. Countdown Only Modules do not require having the part number listed on the program website. 1.2.2 All LED Pedestrian Signal Modules shall be produced in a NAFTA participating country. 1.2.3 All 12 x 12 and 16 x 18 products shall be CSA approved. 1 2 Physical & Mechanical Requirements 2.1 General 2.1.1 Usage: Modules shall fit into pedestrian signal housings manufactured in accordance with the ITE PTCSI Standard without modification to the housing.
    [Show full text]
  • Section 900 – Materials Details
    901.01 SECTION 900 – MATERIALS DETAILS SECTION 901 – PCC MATERIALS 901.01 Hydraulic Cement (a) General At the time cement is incorporated into the work, it shall meet the quality requirements of these specifications. Cement which has been in storage may be tested prior to use, and if tests show 10 that it does not meet the requirements specified, it will be rejected. A means for storing and protecting the cement against dampness shall be provided. Cement which has become partially set or which contains lumps or caked cement will be rejected. Cement salvaged from discarded or used sacks shall not be used. Different kinds or brands of cement, or cement of the same brand from different mills, even if tested and approved, shall not be mixed during use unless permitted, and then only as directed. They shall not be used alternately in any 1 pour for any 20 structure, unless otherwise permitted. (b) Portland Cement Portland cement shall conform to the requirements of the following cited specifications except as noted. 1. Requirements Cement Specifications 30 Air-Entraining Portland Blast-Furnace Slag Cement ................................................. AASHTO M 240, Type ISA Air-Entraining Portland Cement ................. AASHTO M 85, Type IA or IIIA Air-Entraining Portland-Pozzolan Cement ....................................................... AASHTO M 240, Type IP-A Portland Blast-Furnace Slag Cement .................... AASHTO M 240, Type IS Portland Cement ......................................... AASHTO M 85, Type I, II, or III Portland-Pozzolan Cement ................................... AASHTO M 240, Type IP Slag Modified Portland Cement, Type ISM ........................ AASHTO M 240 40 The exceptions to AASHTO M 240 are as follows: a. The amount of pozzolan shall be limited to 20% ± 5% by weight of the portland-pozzolan cement for the types IP and IP-A.
    [Show full text]
  • Notice to Bidders, Specifications and Proposal
    113 Letting January 18, 2019 Notice to Bidders, Specifications and Proposal Contract No. 61F13 KANE County Section 16-00477-00-SP Route FAP 360 (Kirk Road) Project ZXJZ-629 () District 1 Construction Funds Prepared by F Checked by (Printed by authority of the State of Illinois) NOTICE TO BIDDERS 1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 10:00 a.m. January 18, 2019 at which time the bids will be publicly opened from the iCX SecureVault. 2. DESCRIPTION OF WORK . The proposed improvement is identified and advertised for bids in the Invitation for Bids as: Contract No. 61F13 KANE County Section 16-00477-00-SP Project ZXJZ-629 () Route FAP 360 (Kirk Road) District 1 Construction Funds High friction surface treatment, signing, pavement markings, rumble strips and traffic signal upgrades on Kisk Road from IL 56 to Cherry Lane. 3. INSTRUCTIONS TO BIDDERS . (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid. (b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract.
    [Show full text]
  • STANDARD SPECIFICATIONS City of Joplin
    STANDARD SPECIFICATIONS City of Joplin ________________________________________ Nicholas A. Heatherly PE, CFM Director of Public Works (Changes noted in red effective as of September 2, 2015) (Changes noted in blue effective as of October 13, 2015) (Changes noted in green effective as of November 30,2015) (Changes noted in purple effective as of January 19, 2016) (Changes noted in orange effective as of May 31, 2016)) TABLE OF CONTENTS DIVISION 0000 GENERAL REQUIREMENTS AND PROVISIONS SECTION 0100 DEFINITION OF TERMS SECTION 0200 PROPOSAL REQUIREMENTS AND CONDITIONS SECTION 0300 AWARD AND EXECUTION OF CONTRACT SECTION 0400 GENERAL PROVISIONS SECTION 0500 INSURANCE REQUIREMENTS DIVISION 1000 EARTHWORK SECTION 1100 CLEARING GRUBBING AND DEMOLITION SECTION 1200 GRADING AND SITE PREPERATION SECTION 1300 SUBGRADE PREPARATION AGGREGATE SECTION 1400 UNTREATED COMPACTED SECTION 1500 CEMENT STABILIZED AGGREGATE BASE SECTION 1600 TUNNELING SECTION 1700 TRENCHING DIVISION 2000 ASPHALT WORK AND INCIDENTAL CONSTRUCTION SECTION 2100 ASPHALT PRIMING & TACK SECTION 2200 ASPHALT SURFACE AND BASE SECTION 2300 INCIDENTAL CONSTRUCTION DIVISION 3000 CONCRETE WORK SECTION 3100 PORTLAND CEMENT CONCRETE SECTION 3200 CONCRETE CURB & GUTTER SECTION 3300 CONCRETE SIDEWALK & ADA RAMPS DIVISION 4000 SEWER SECTION 4100 SANITARY SEWER MAIN SECTION 4200 STORM SEWER PIPE SECTION 4300 CONCRETE MANHOLES SECTION 4400 STORM SEWER INLETS & JUNCTION STRUCTURES SECTION 4500 LIFT STATION FACILITIES DIVISION 5000 SEEDING, SODDING AND MULCHING SECTION 5100 SEEDING SECTION 5200 SODDING DIVISION 7000 STREETLIGHTS DIVISION 9000 TRAFFIC SIGNALS DIVISION 12000 STORMWATER MANAGEMENT CRITERIA SECTION 0100 - DEFINITION OF TERMS DEFINITION OF TERMS: Whenever the following terms, or pronouns in place of them, are used in the general requirements and provisions, plans, specifications, proposal and bond, the intent and meaning shall be interpreted as follows: 0100.1 CITY: The City of Joplin, Missouri, a municipal corporation.
    [Show full text]
  • Air Force Blue (Raf) {\Color{Airforceblueraf}\#5D8aa8
    Air Force Blue (Raf) {\color{airforceblueraf}\#5d8aa8} #5d8aa8 Air Force Blue (Usaf) {\color{airforceblueusaf}\#00308f} #00308f Air Superiority Blue {\color{airsuperiorityblue}\#72a0c1} #72a0c1 Alabama Crimson {\color{alabamacrimson}\#a32638} #a32638 Alice Blue {\color{aliceblue}\#f0f8ff} #f0f8ff Alizarin Crimson {\color{alizarincrimson}\#e32636} #e32636 Alloy Orange {\color{alloyorange}\#c46210} #c46210 Almond {\color{almond}\#efdecd} #efdecd Amaranth {\color{amaranth}\#e52b50} #e52b50 Amber {\color{amber}\#ffbf00} #ffbf00 Amber (Sae/Ece) {\color{ambersaeece}\#ff7e00} #ff7e00 American Rose {\color{americanrose}\#ff033e} #ff033e Amethyst {\color{amethyst}\#9966cc} #9966cc Android Green {\color{androidgreen}\#a4c639} #a4c639 Anti-Flash White {\color{antiflashwhite}\#f2f3f4} #f2f3f4 Antique Brass {\color{antiquebrass}\#cd9575} #cd9575 Antique Fuchsia {\color{antiquefuchsia}\#915c83} #915c83 Antique Ruby {\color{antiqueruby}\#841b2d} #841b2d Antique White {\color{antiquewhite}\#faebd7} #faebd7 Ao (English) {\color{aoenglish}\#008000} #008000 Apple Green {\color{applegreen}\#8db600} #8db600 Apricot {\color{apricot}\#fbceb1} #fbceb1 Aqua {\color{aqua}\#00ffff} #00ffff Aquamarine {\color{aquamarine}\#7fffd4} #7fffd4 Army Green {\color{armygreen}\#4b5320} #4b5320 Arsenic {\color{arsenic}\#3b444b} #3b444b Arylide Yellow {\color{arylideyellow}\#e9d66b} #e9d66b Ash Grey {\color{ashgrey}\#b2beb5} #b2beb5 Asparagus {\color{asparagus}\#87a96b} #87a96b Atomic Tangerine {\color{atomictangerine}\#ff9966} #ff9966 Auburn {\color{auburn}\#a52a2a} #a52a2a Aureolin
    [Show full text]
  • Swatch Name HLS RGB HEX Absolute Zero 217° 36% 100% 0 72
    Swatch Name HLS RGB HEX Absolute Zero 217° 36% 100% 0 72 186 #0048BA Acid green 65° 43% 76% 176 191 26 #B0BF1A Aero 206° 70% 70% 124 185 232 #7CB9E8 Aero blue 151° 89% 100% 201 255 229 #C9FFE5 African violet 288° 63% 31% 178 132 190 #B284BE Air superiority blue 205° 60% 39% 114 160 193 #72A0C1 Alabaster 46° 90% 27% 237 234 224 #EDEAE0 Alice blue 208° 97% 100% 240 248 255 #F0F8FF Alloy orange 27° 42% 85% 196 98 16 #C46210 Almond 30° 87% 52% 239 222 205 #EFDECD Amaranth 348° 53% 78% 229 43 80 #E52B50 Amaranth (M&P) 328° 40% 57% 159 43 104 #9F2B68 Amaranth pink 338° 78% 75% 241 156 187 #F19CBB Amaranth purple 342° 41% 63% 171 39 79 #AB274F Amaranth red 356° 48% 73% 211 33 45 #D3212D Amazon 147° 35% 35% 59 122 87 #3B7A57 Amber 45° 50% 100% 255 191 0 #FFBF00 Amber (SAE/ECE) 30° 50% 100% 255 126 0 #FF7E00 Amethyst 270° 60% 50% 153 102 204 #9966CC Android green 74° 50% 55% 164 198 57 #A4C639 Antique brass 22° 63% 47% 205 149 117 #CD9575 Antique bronze 52° 26% 55% 102 93 30 #665D1E Antique fuchsia 316° 46% 22% 145 92 131 #915C83 Antique ruby 350° 31% 66% 132 27 45 #841B2D Antique white 34° 91% 78% 250 235 215 #FAEBD7 Ao (English) 120° 25% 100% 0 128 0 #008000 Apple green 74° 36% 100% 141 182 0 #8DB600 Apricot 24° 84% 90% 251 206 177 #FBCEB1 Aqua 180° 50% 100% 0 255 255 #00FFFF Aquamarine 160° 75% 100% 127 255 212 #7FFFD4 Swatch Name HLS RGB HEX Arctic lime 72° 54% 100% 208 255 20 #D0FF14 Army green 69° 23% 44% 75 83 32 #4B5320 Artichoke 76° 53% 13% 143 151 121 #8F9779 Arylide yellow 51° 67% 74% 233 214 107 #E9D66B Ash gray 135° 72% 8% 178 190
    [Show full text]
  • The Named Colors List Contains Over 1.500 Color Names with HEX and RGB Values, from "Absolute Zero" to "Zomp"
    The Named Colors list contains over 1.500 color names with HEX and RGB values, from "Absolute Zero" to "Zomp". Color Preview Color Name Hex RGB Absolute Zero 0048BA 0, 72, 186 Acid green B0BF1A 176, 191, 26 Aero 7CB9E8 124, 185, 232 Aero blue C9FFE5 201, 255, 229 African violet B284BE 178, 132, 190 Air superiority blue 72A0C1 114, 160, 193 Alabama crimson AF002A 175, 0, 42 Alabaster F2F0E6 242, 240, 230 Aliceblue F0F8FF 240, 248, 255 Alloy orange C46210 196, 98, 16 Almond EFDECD 239, 222, 205 Aloeswood brown (Tonocha) 5A6457 90, 100, 87 Aloewood-color (Kyara-iro) 6A432D 106, 67, 45 Amaranth E52B50 229, 43, 80 Amaranth deep purple 9F2B68 159, 43, 104 Amaranth pink F19CBB 241, 156, 187 Amaranth purple AB274F 171, 39, 79 Amaranth red D3212D 211, 33, 45 Amazon 3B7A57 59, 122, 87 Amber FFBF00 255, 191, 0 Amber (Kohaku-iro) CA6924 202, 105, 36 Amber (SAE/ECE) FF7E00 255, 126, 0 Amethyst 9966CC 153, 102, 204 Amur cork tree (Kihada) F3C13A 243, 193, 58 Anti-flash white F2F3F4 242, 243, 244 Antique brass CD9575 205, 149, 117 Antique bronze 665D1E 102, 93, 30 Antique fuchsia 915C83 145, 92, 131 Color Preview ACnotlioqru eN arumbey H8e4x1B2D R1G32B, 27, 45 Antiquewhite FAEBD7 250, 235, 215 Apple 66B447 102, 180, 71 Apple green 8DB600 141, 182, 0 Apricot FBCEB1 251, 206, 177 Aqua 00FFFF 0, 255, 255 Aqua Blue color (Mizu-iro) 86ABA5 134, 171, 165 Aquamarine 7FFFD4 127, 255, 212 Arctic lime D0FF14 208, 255, 20 Army green 4B5320 75, 83, 32 Artichoke 8F9779 143, 151, 121 Arylide yellow E9D66B 233, 214, 107 Ash gray B2BEB5 178, 190, 181 Asparagus 87A96B
    [Show full text]
  • 1 Rs,I Iusi :J, <
    ."',,';.:": +, ,' 1:--:•;: :: �1��rs,i�iusi�:J, <.. ,:_:.�· ?<,:·: ,:·J:, ·:\ .,-;:· '.miE�E'lii.C[Bts,1:�rj:�tt CONTENTS Page Citation, Interpretation and General Regulations 350B257-350B268 First Schedule-Boundary Description 350B269-350B272 Second Schedule-Use Classes Order 350B272-350B275 Class I-Shops 350B272-350B273 Class 2- Financial and Professional Services 350B273 Class 3-Restaurants And Cafes 350B273 Class 4-Drinking Establishments 350B273 Class 5-Hot Food Takeaways 350B273 Class 6-Business 350B273 Class 7-General Industry 350B274 Class 8-Storage Or Distribution 350B274 Class 9-Hotels 350B274 Class IO - Residential Institutions 350B274 Class I I -Secure Residential Institution 350B274 Class I2-Dwelling House 350B274 Class 13-Non-residential Institutions 350B274-350B275 Class I4�Assembly And Leisure 350B275 Third Schedule-Permitted Development 350B276 Pllrt I-Development within the curtilage of a Dwelling House 350B276-350B281 Part 2-Minor Operations 350B282-3 50B283 Part 3-Development By Local Authorities 350B283 Part 4-Temporary Buildings and Uses 350B284-350B285 Part 5-Agricultural Buildings and Operations 350B285-350B297 Part 6-Forestry Buildings and Operations 350B297-350B361 Part 7-Repairs to Unadopted Streets and Private Ways 350B361 Part 8-Repairs to Services 350B361 Part 9-Aviation Development 350B361-350B366 Part I0-Telecommunications Operations 350B367 Fomih Schedule-Notification Forms 350B368-350B369 Form A 350B368 Form B 350B368-350B369 FormC 350B369 31 Fifth Schedule-Statements 350B 0 3 Section 1-The Planning Framework
    [Show full text]