Cobblestone Traffic Study
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Chapter 4 Low-Volume Roads Engineering
Chapter 4 Chapter Chapter 4 Low-Volume Roads Engineering Low-V Low-V Low-V Low-V Low-V olume R olume R olume R olume R olume R “You get what you Inspect, not what you Expect.” LOW VOLUME ROAD is considered a road The basic steps are: oads Engineering oads Engineering oads Engineering oads Engineering oads Engineering that has relatively low use (an Average Planning A Daily Traffic of less than 400 vehicles per day), Location low design speeds (typically less than 80 kph), and Survey corresponding geometry. Most roads in rural areas are Design low-volume roads. A well planned, located, designed, Construction constructed, and maintained low-volume road system Maintenance is essential for community development, flow of goods If any one of these steps is omitted, a road may and services between communities, and resource perform poorly, not meet its expectations, fail management activities. However roads, and particularly prematurely, require unnecessarily high maintenance, or road construction, can create more soil erosion than cause environmental impacts. Without planning and most other activities that occur in rural areas. Proper good location, a road may not adequately serve its users planning and design of the road system will minimize or may be in a problematic area. Survey and design are adverse impacts to water quality. Poorly planned road needed to fit the road to the ground and have it function systems can have high maintenance and repair costs, properly. Good construction insures that the design is contribute to excessive erosion, and fail to meet the needs implemented and built with some degree of quality of the users. -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J. -
95 Express Phase 3A-1 FPN #S: 433108-4-52-01 & 428009-1-52-01
95 Express Phase 3A-1 FPN #s: 433108-4-52-01 & 428009-1-52-01 95 Express Phase 3A-1 will extend the existing express lanes north from just south of Broward Boulevard to just north of Commercial Boulevard in Broward County. One lane will be added and the High Occupancy Vehicle (HOV) lane will be Contact Us… converted to create two express lanes in each direction. This project includes ramp signalization from Hallandale Beach Boulevard to Commercial Boulevard. Other Email: work includes: installing Intelligent Transportation System (ITS) and tolling [email protected] equipment; widening bridges; and installing noise barrier walls at locations along I- 95 Southbound between Broward Boulevard and NW 6th Street, and along I-95 Northbound between Powerline Road and Commercial Boulevard. Contract time Call: for this $149 million project began Monday, October 4, 2015, with design activities currently underway. Construction began August 21, 2016, and is expected to be Construction PIO completed Spring 2020. Please note that this schedule is subject to change due to Office: weather or other unforeseen circumstances. (954) 299-6561 As of Winter 2016, project activities are as follows: • Or Design, survey and maintenance activities • Broward Boulevard ramp widening and reconstruction • Broward Boulevard widening and paving For information about • I-95 northbound milling and resurfacing 95 Express including lane closure Lane Closures & Traffic Impacts: information visit: Lane closures are occuring in the work zone from 10:30 p.m. to 5:30 a.m. Sunday through Thursday. Entrance and exit ramps will be closed as needed. 95Express.com Upcoming Project Milestones (weather permitting): • Winter 2016/2017: Ongoing milling and resurfacing of I-95 northbound from Broward Boulevard to Oakland Park Boulevard • Winter 2016/2017: Broward Boulevard construction anticipated to be completed • Early 2017: Sound wall work will begin For around-the-clock, real time, I-95 traffic information, call 511. -
Daviess County Road and Street Index
2/22/2021 Daviess County Road and Street Index Route Begin End Length Road Name Number Location Location (miles) Abbie Avenue 1078 KY 2830 Dead End 0.143 Access Road to KY 456 1195 KY 456 Dead End 0.060 Acorn Ridge Court 1334 Beech Hill Drive Dead End 0.141 Affirmed Court 1010D Bold Forbes Way Cul-de-sac 0.047 Alley - 1 (Maceo) 1072L Church Lane 189' W.of High St. 0.094 Alley - 2 (Maceo) 1438 Sacra Drive Dead End 0.039 Alley - 3 (Stanley) 1355C Church Street US 60 0.136 Alley - 4 (Stanley) 1355E Church Street Griffith Station Road 0.103 Alley - 5 (Stanley) 1355D Church Street French Island Road 0.095 Alley - 6 (Brown Court) 1092Z Brown Court Stewart Court 0.137 Alma Court 1112C Waterfield Drive Cul-de-sac 0.159 Alsop Lane 1092A8 US 60 City Limits 0.442 Alvey Bridge Road 1298 KY 279 Hayden Bridge Road 1.454 Alvey Park Drive East 1105 KY 54 Alvey Park Drive W 0.328 Alvey Park Drive West 1106 KY 54 Alvey Park Drive E 0.340 Amethyst Court 1420E Diamond Drive Cul-de-sac 0.053 Antler Avenue 1120E Dead End Foors Lane 0.604 Aristides Drive 1010P Bold Forbes Way Cul-de-sac 0.132 Ashbyburg Road 1247 KY 81 KY 554 1.116 Ashland Avenue 1387B Rand Road (west) Rand Road (east) 0.327 Ashland Avenue Spur 1387B-80 Ashland Avenue End of Maintenance 0.025 At The Post Court 1507k Stirrup Loop Cul-de-sac 0.140 Aubrey Road 1072B Rockport Ferry Road Dead End 0.393 Aubrey Road Connector - 1 1072B-70 Aubry Road KY 2830 (south) 0.019 Aubrey Road Connector - 2 1072B-71 Aubry Road KY 2830 (north) 0.027 Aull Road 1031 Jack Hinton Road KY 144 2.538 Autumn Creek 1213 -
Chapter 9- the Circulation Plan (PDF)
CHAPTER 9- THE CIRCULATION PLAN The Circulation Plan in Middletown is coordinated with the State's system of expressways, including Interstate Route 91 about to be completed, Route 9 in the Connecticut valley and the future Route 6A across the State. Middletown needs a thoroughfare between Route I-91 near Country Club Road and the center. The Circulation Plan is also coordinated with the development of downtown Middletown, already described, including the circumferential "ring road" around the center. Regional Expressways The plan which the State Highway Department has made for a state-wide expressway system includes three such routes which traverse Middletown. Interstate Route 91 is under construction from New Haven northward and crosses the western part of the City. Meeting the Connecticut Turnpike at New Haven, this will be the principal approach to Middletown from the southwest, including metropolitan New York. This is scheduled to be completed by the end of 1965. Route 9 is the principal north-south artery of the Connecticut Valley. It passes through Middletown center as an at-grade boulevard along the riverfront mixing local and through traffic. South of the center, it has been improved as a four-lane expressway to a point near the Haddam town line. Its rebuilding as an expressway to the Connecticut Turnpike at Old Saybrook will be undertaken shortly. North of Middletown Route 9 will soon be relocated and rebuilt as an expressway, turning westerly from its present line to join I-91 in the western part of Cromwell. Thus traffic to Middletown from Hartford and the north will start on I-91 and transfer to the new Route 9 a few miles north of the City. -
I-82 Valley Mall Boulevard Full-Diamond Interchange Was Originally Built in 1964
PRACTICAL DESIGN AT WORK — DESIGN I-82 – Valley Mall Boulevard – construct roundabout Background Agriculture and tourism, key industries in the Yakima Valley, increase population and drive congestion along the Interstate 82 corridor. Valley Mall Boulevard, located south of Yakima in Union Gap, connects retail and commercial development to the interstate system and provides a direct route to the Yakima Air Terminal. In 2011, the Washington State Department of Transportation improved the Valley Mall Boulevard connection to the I-82 corridor by constructing three roundabouts; a modern traffic trend, somewhat new to the northwest. Practical design solution The I-82 Valley Mall Boulevard full-diamond interchange was originally built in 1964. Minor improvements including widening ramps were complete in 1997. With three stoplights at the ramp terminal, the interchange configuration and traffic flow was not keeping up with the demands of growing retail and commercial development. Congestion at peak travel times resulted in long delays and an increased risk of collisions as traffic backed up onto the freeway. Engineers worried about safety as T-bone and rear-end collisions increased. Typical design options for the congestion and safety issues would entail costly ramps and bridges. The final design chosen embodied modern day practical design concepts. The project used three roundabouts to connect the on-ramps and off-ramps to Valley Mall the city of Union Gap, local businesses The diamond interchange had Boulevard and the adjacent local street, and the public through design and exceeded its service life and was at to improve traffic flow, reduce the risk construction. WSDOT attended city capacity. -
Boulevard Planting ORDINANCE.Pdf
ORDINANCE CITY OF SAINT PAUL, MINNESOTA An ordinance establishing height limits for boulevard plantings. THE COUNCIL OF THE CITY OF SAINT PAUL DOES ORDAIN: Chapter 105, Sec. 105.04 of the Saint Paul Legislative Code is hereby amended to read as follows: Sec. 105.04. - Boulevard planting. (a) Purpose. It is the purpose and intent of the city to allow property owners to plant and maintain the boulevard areas adjoining their property in a manner which enhances and improves the aesthetic appearance of city streets, avenues and alleys. (b) Definitions. Boulevard shall mean the public right-of-way lying between the property line and sidewalk, and between the sidewalk and the roadway, or where no sidewalk exists, between the property line and the roadway. Boulevard plantings shall mean plantings that do not meet the definition of boulevard rain garden. Boulevard rain garden shall mean a landscaped depressed area that can hold stormwater runoff from impervious surfaces while it infiltrates into the soil below. Drip line shall mean an imaginary vertical line that extends from the outermost branches of a tree's canopy to the ground. Noxious weeds shall mean the annual, biennial and perennial plants which are deemed by the commissioner of agriculture to be injurious to public health, environment, public roads, crops, livestock and other property, as set forth in Minn. Rules 1505.0730, including but not limited to: Convolvulus arvensis (field bindweed), Cannabis sativa (hemp), Rhus radicans (poison ivy), Euphorbia esula (leafy spurge), Sonchus arvensis (perennial sow thistle), Cirsium vulgare (bull thistle), Cirsium arvense (Canada thistle), Carduus nutans (musk thistle) and Carduus acanthoides (plumeless thistle). -
Review of Congestion Pricing Experiences a Report to the Federal Highway Administration
Review of Congestion Pricing Experiences A Report to the Federal Highway Administration July 2010 Vinayak V. Dixit, Rami C. Harb, Glenn W. Harrison, Donald M. Marco, M. Seph Mard, A. Essam Radwan, Elisabet E. H. Rutstrom, and Mark P. Schneider* Georgia State University (Harrison, Mard, Rutstrom, Schneider) Louisiana State University (Dixit) University of Central Florida (Harb, Radwan, Marco) * Authors are listed alphabetically. The report is prepared as part of the project “Experiments on Driving under Uncertain Congestion Conditions and the Effects on Traffic Networks from Congestion Pricing Initiatives” which is funded under the “Exploratory Advanced Research Program” as Collaborative Agreement DTFH61-09-H-00012 Contact Person: Dr. Essam Radwan, P.E., Professor of Engineering Center for Advanced Transportation Systems Simulation Department of Civil, Environmental, and Construction Engineering University of Central Florida Orlando, FL 32816-2450 Email: [email protected] 1 Review of Congestion Pricing Experiences Traffic congestion is a major problem in many urban areas. According to the Texas Transportation Institute (TTI, 2009), the average American driver lost 36 hours in 2007 sitting in congestion, wasting an average of 24 gallons of fuel. The average losses per driver in cities where the population exceeded one million were 25% higher. These costs were quantified into a national productivity loss of $87.2 billion, a four-fold increase (in 2007 dollars) from 1982. This figure does not take into account local air quality degradation due to the burning of the wasted fuel; though that externality is partly mitigated by the recent push towards electric and hybrid vehicles and the ongoing increases in fuel efficiency standards (Halsey, 2010). -
Cobblestone Buildings: Their Nature in General
Cobblestone Buildings: Their Nature in General As Rich and Sue Freeman say so well in the introduction to their book Cobblestone Quest, Upstate NY residents drive by cobblestone houses and usually give them very little thought. Most people barely recognize that this area was the pre-Civil War birthplace of a new form of construction. It’s a method that remains peculiar to our region with over 90% of the cobblestone buildings in the entire United States being located within a 65-mile radius of Rochester, New York. Estimates vary, but approximately 700 to 1,200 cobblestone buildings were built in the United States. Between 600 and 900 of them are in New York State, spread over 25 counties, spanning from the Hudson River to Niagara Falls.1 Using an Ice Age residue of glacially-rounded native stones, pioneer craftsmen in the middle third of the nineteenth century perfected a form of folk art that was without precedent in America.2 This cobblestone craft that developed in this greater Rochester area flourished, spread and died out within less than half a century. Nevertheless, it left its stamp permanently on this region. According to Rich and Sue Freeman, who wrote the book Cobblestone Quest in 2005, it holds a place in history as the last generation of completely hand-built houses.3 While this article is dealing with cobblestone buildings as a construction method—not an architectural style—it can be said that most cobblestone buildings are Greek Revival in style. Those constructed before 1835 were, however, usually in the Federal style. -
From Bifurcation to Boulevard
FROM BIFURCATION TO BOULEVARD: Tampa’s Future Without I-275 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT 1.1 SITE & CONTEXT I-275 IS EXPENDABLE I-275 IS NOT REGIONAL I-275 N/S AADT I-75 Jct. to Bearss Ave. Bearss Ave. to Fletcher Ave. Fletcher Ave. to Fowler Ave. Fowler Ave. to Busch Blvd. Busch Blvd. to Bird St. Bird St. to Sligh Ave. Sligh Ave. to Hillsborough Ave. Hillsborough Ave. to MLK Blvd. MLK Blvd. to Floribraska Ave. Floribraska Ave. to Columbus Dr. Columbus Dr. to I-4 Intchg. 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 I-275 N/S CAR TRAFFIC AADT I-275 N/S TRUCK TRAFFIC AADT I-275 N/S TRAFFIC AADT I-275 N/S AADT BY EXIT ON/OFF RAMP 35000 30000 25000 20000 15000 10000 5000 0 Bearss Ave. Fletcher Ave. Fowler Ave. Busch Blvd. Bird St.* Sligh Ave. Hillsborough MLK Blvd. Floribraska Ave.* Ave.** SB OFF RAMP NB ON RAMP NB OFF RAMP SB ON RAMP I-275 BISECTS COMMUNITIES BUSCH SLIGH MLK FLORIDA FLORIDA FLORIDA NEBRASKA NEBRASKA NEBRASKA HILLSBOROUGH COLUMBUS SLIGH I-275 LOWERS PROPERTY VALUES WHAT IS THE ALTERNATIVE? I-275 N/S AADT 175000 155000 135000 115000 95000 75000 DESIGN FOR THE 65% 55000 35000 15000 -5000 I-75 Jct. to Bearss Bearss Ave. to Fletcher Ave. to Fowler Ave. to Busch Busch Blvd. to Bird Bird St. -
Download Closures and Detours
Type of Type of Date City Location Closure Closure Limits Time Frame Detour Closure Work 9/27/21 9/27/21 Costa Mesa 9/27/21 Costa Mesa I-405/SR-73 Connector I-405/SR-73 SB 405 from SR-73 to Bear 9/27/21 Costa Mesa Lane Reduction 8:30 pm to 5 am Right 4 Lanes Bridge Work None Connector St. 9/27/21 Costa Mesa Fairview Road SB 405 off-ramp onto Highway SB I-405 Harbor Blvd. off-ramp, NB Harbor Blvd., EB South 9/27/21 Costa Mesa Fairview Road SB 405 off-ramp 9 pm to 5 am Full Closure Fairview Rd. construction Coast Dr., Fairview Rd. 9/27/21 Costa Mesa Harbor Boulevard Harbor NB Harbor Blvd. on-ramp NB Harbor Blvd., EB Baker St., NB Bristol St., SB I-405 loop 9/27/21 Costa Mesa SB 405 on-ramp 8:30 pm to 5 am Full Closure Bridge Work Boulevard onto SB 405 on-ramp Harbor NB 405 lane NB 405 between Harbor Highway 9/27/21 Costa Mesa 10 pm to 1 am Right 2 Lanes None Boulevard reduction Blvd. and Euclid St. construction SB I-405 Freeway SB I-405 between Harbor 9/27/21 Costa Mesa Fairview Road 9 pm to 5 am Right 3 Lanes Bridge Work None Lane Reduction Blvd and Fairview Rd. 9/27/21 Costa Mesa Hyland Avenue Hyland Ave./ South Coast NB Harbor Blvd., WB MacArthur Blvd/Talbert Ave., SB 9/27/21 Costa Mesa Hyland Avenue NB 405 on-ramp 10 pm to 7 am Full Closure Bridge Work Dr.