Examining the Transportation Impacts of the Portmiami Tunnel

Total Page:16

File Type:pdf, Size:1020Kb

Examining the Transportation Impacts of the Portmiami Tunnel Examining the Transportation Impacts of the PortMiami Tunnel presented by Paul O’Rourke December 7, 2016 Presentation Overview • Introduction • Objective • Impacts on Truck Counts 2013-2015 • Impacts on Travel Speeds 2013-2015 • Simultaneous Increase in Truck Counts and Travel Speeds • I-395 Reconstruction Project • Conclusions Introduction • Opened to traffic on Sunday, August 3, 2014, the PortMiami Tunnel is expected to improve traffic flow in downtown Miami by reducing the number of cargo trucks and cruise related vehicles on congested downtown streets. • The tunnel connects the MacArthur Causeway to Dodge Island, providing direct access between the port and highways I-395 and I-95, creating another entry to PortMiami in addition to Port Boulevard. • The PortMiami Tunnel will provide an additional benefit by accommodating traffic associated with the recent Panama Canal expansion and the arrival of larger post-Panamax ships into the port. Source: www.portofmiamitunnel.com Objective • This study examines the impacts on truck counts and travel speeds in downtown Miami resulting from the opening of the PortMiami Tunnel. The study utilizes tabular and spatial data provided by FDOT and the HERE National Performance Management Research Data Set (NPMRDS). Using geographic information systems (GIS) technology, these data sources are merged together spatially to create value-added information. • Optimally, the system will experience fewer trucks traversing downtown Miami streets and more trucks utilizing the I-395/MacArthur Causeway in order to reach PortMiami. Simultaneously, the system may experience differences in travel speeds as a result of a decrease/increase in truck volumes along some facilities. • For the purposes of a before-and-after analysis, and since the tunnel was opened in 2014, data for truck counts and travel speeds were used from the years 2013 (before the tunnel opened) and 2015 (after the tunnel opened). Map source: www.portofmiamitunnel.com Impacts on Truck Counts 2013-2015 • Utilizing the truck AADT data • With a few exceptions, most from the 2013 (pre-tunnel) and facilities throughout downtown 2015 (post-tunnel) count years, Miami in the vicinity of an examination of the data PortMiami experienced an reveals that with regard to overall decline in truck counts truck counts, the tunnel is from 2013 to 2015. serving its intended purpose. • An examination of the data also reveals an increase in truck counts on nearby limited access facilities (I-95 and I- 395/MacArthur Causeway), another intended purpose of the PortMiami Tunnel. Impacts on Truck Counts 2013-2015 Impacts on Truck Counts 2013-2015 Table 1. Facilities with the Steepest Decline in Annual Average Daily Truck Counts 2013-2015. Counts include both directions of travel unless otherwise noted. Source: Florida Department of Transportation FACILITY DESCRIPTION TRUCK COUNT TRUCK COUNT 2015 DIFFERENCE 2013 Port Blvd. Biscayne Blvd. to PortMiami 4,757 822 -3,935 (-83%) SR 970 Ramp WB Ramp to I-95 4,067 338 -3,729 (-92%) NE 1st Ave. NW 10th St.to NE 17th St. 3,726 1,643 -2,083 (-56%) Biscayne Blvd. Near interchange with I-395 2,881 1,463 -1,418 (-49%) NE 5th St. EB Near intersection with 2,120 830 -1,290 (-61%) Biscayne Blvd. and Port Blvd. I-395 WB Ramp NE 1st Ave. to WB I-395 1,715 543 -1,172 (-68%) NE 6th St. WB Near intersection with 2,197 1,047 -1,150 (-52%) Biscayne Blvd. and Port Blvd. I-395 EB Ramp Ramp to NE 2nd Ave. 1,688 662 -1,026 (-61%) Table 2. Facilities with the Greatest Increase in Annual Average Daily Truck Counts 2013-2015. Counts include both directions of travel unless otherwise noted. Source: Florida Department of Transportation FACILITY DESCRIPTION TRUCK COUNT TRUCK COUNT DIFFERENCE 2013 2015 I-95 I-395 to NW 20th St. 6,380 11,388 +5,008 (+78%) SB I-95 SB Ramp Ramp to WB SR 836 0 (N/A) 4,000 +4,000 (N/A) I-95 SW 7th ST to I-395 4,727 8,606 +3,879 (+82%) PortMiami Tunnel MacArthur Cswy. to 0 (N/A) 2,831 +2,831 (N/A) Port Miami SR 836 WB Ramp Ramp to NB I-95 1,716 3,666 +1,950 (+113%) NE/NW 1st St. I-95 to Biscayne Blvd. 603 2,139 +1,536 (+255%) MacArthur Causeway Causeway origin to 2310 3741 +1,431 (+62%) Fountain St. Dolphin Expressway I-95 to NW 10th Ave. 4,644 5,933 +1,289 (+28%) Impacts on Travel Speeds 2013-2015 • Travel time data from the HERE NPMRDS Some of the facilities that experienced an increase in average travel speeds during peak hours for August 2013 (pre-tunnel) and August include: 2015 (post-tunnel) was utilized in order to • The Dolphin Expressway westbound from I-95 coincide with the truck count years. The to NW 10th Avenue. analysis utilizes the average travel speeds • The eastbound MacArthur Causeway, from its origin through Watson Island to Fountain for passenger and freight vehicles during Street. peak hours (6:00-9:00 AM and 4:00-7:00 • Biscayne Boulevard north of the entrance to PM) on weekdays only. PortMiami, between NE 6th Street and NE 8th Street. Some of the facilities that experienced a decrease in average travel speeds during peak hours include: • I-395 westbound from NW 1st Avenue to the I- 95 interchange. • NW 3rd Avenue northbound from W. Flagler Street to just north of NW 1st Street. • I-395 eastbound near the interchange with I- 95. Impacts on Travel Speeds 2013-2015 Impacts on Travel Speeds 2013-2015 Table 3. Facilities with the Largest Increase in Travel Speeds During Peak Hours Between August 2013 and August 2015. Source: HERE NPMRDS FACILITY DESCRIPTION SPEED INCREASE (MPH) Dolphin Expressway WB Ramp I-95 NB to Dolphin Exp. WB +13 Dolphin Expressway WB I-95 to NW 10th Ave. +9-10 MacArthur Causeway EB Causeway origin to Fountain St. +8 Biscayne Blvd. SB NE 8th St. to NE 6th St. +6 Biscayne Blvd. NB NE 6th St. to NE 8th St. +4 I-395 EB I-95 to NE 1st Ave. +3-4 I-395 EB Ramp Ramp to NE 2nd Ave. +3 I-395 EB Ramp I-95 to N. Miami Ave. +3 Biscayne Blvd. NB SE 1st St. to NE 1st St. +3 NE 2nd Ave. NB I-395 EB Ramp to NE 12th St. +3 Biscayne Blvd. NB I-395 to NE 22nd St. +2-5 Table 4. Facilities with the Largest Decrease in Travel Speeds During Peak Hours Between August 2013 and August 2015. Source: HERE NPMRDS FACILITY DESCRIPTION SPEED DECREASE (MPH) I-395 WB NW 1st Ave. to I-95 interchange -18 NW 3rd Ave. NB W. Flagler St. to north of NW 1st St. -16 I-395 EB Interchange with I-95 -15 I-395 WB West of MacArthur Cswy. to NW 1st Ave. -14 I-395 EB Ramp I-95 NB to I-395 EB -12 Dolphin Expy. WB Ramp I-95 SB to Dolphin Expy. WB -12 I-395 WB West of MacArthur Cswy. -11 I-95 NB Ramp NW 17th St. to I-95 NB -10 I-95 NB Ramp I-395 WB to NW 17th St. -9 I-95 SB NW 2nd St. to SW 3rd St. -8 I-95 SB NW 11th Ter. to NW 2nd St. -8 Simultaneous Increase in Truck Counts and Travel Speeds By merging the truck counts from FDOT with the travel speed data from HERE using GIS technology, it becomes possible to identify the facilities that experienced a simultaneous increase in truck counts and travel speeds. These facilities include: • NE 2nd Avenue NB from the I-395 EB ramp to NE 12th Street. • MacArthur Causeway EB from the causeway origin to Fountain Street. • The I-395 EB ramp from I-95 to N. Miami Avenue. • The I-395 EB ramp to NE 2nd Avenue. I-395 Reconstruction Project FDOT is nearing the implementation of an I-395 reconstruction project, scheduled to begin in 2017. Part of the project involves the rebuilding of the I-395 corridor from the I-95/Midtown Interchange to the MacArthur Causeway. The project web site is http://www.fdotmiamidade.com/i395designproject Conclusions • An examination of truck counts and peak hour travel speeds throughout the study area between 2013 and 2015 has revealed the following notable impacts since the opening of the PortMiami Tunnel: o A decrease in truck counts throughout most of downtown Miami, including a substantial decrease in trucks along Port Boulevard. o An increase in truck counts along I-95, I-395, and the MacArthur Causeway. o A decrease in travel speeds along I-95 and I-395, both directions. o An increase in travel speeds along the Dolphin Expressway (westbound), the MacArthur Causeway (eastbound), and Biscayne Boulevard (both directions). o A simultaneous increase in truck counts and travel speeds along a portion of NE 2nd Avenue (northbound), the MacArthur Causeway (eastbound), and two I-395 eastbound ramps. • With the pending implementation of the I-395 reconstruction project, coupled with the PortMiami Tunnel, the future of truck movement, and congestion in general, looks positive in the vicinity of PortMiami. Questions?.
Recommended publications
  • Some Pre-Boom Developers of Dade County : Tequesta
    Some Pre-Boom Developers of Dade County By ADAM G. ADAMS The great land boom in Florida was centered in 1925. Since that time much has been written about the more colorful participants in developments leading to the climax. John S. Collins, the Lummus brothers and Carl Fisher at Miami Beach and George E. Merrick at Coral Gables, have had much well deserved attention. Many others whose names were household words before and during the boom are now all but forgotten. This is an effort, necessarily limited, to give a brief description of the times and to recall the names of a few of those less prominent, withal important develop- ers of Dade County. It seems strange now that South Florida was so long in being discovered. The great migration westward which went on for most of the 19th Century in the United States had done little to change the Southeast. The cities along the coast, Charleston, Savannah, Jacksonville, Pensacola, Mobile and New Orleans were very old communities. They had been settled for a hundred years or more. These old communities were still struggling to overcome the domination of an economy controlled by the North. By the turn of the century Progressives were beginning to be heard, those who were rebelling against the alleged strangle hold the Corporations had on the People. This struggle was vehement in Florida, including Dade County. Florida had almost been forgotten since the Seminole Wars. There were no roads penetrating the 350 miles to Miami. All traffic was through Jacksonville, by rail or water. There resided the big merchants, the promi- nent lawyers and the ruling politicians.
    [Show full text]
  • The New Hampshire High Tunnel Story
    The New Hampshire High Tunnel Story NATURAL RESOURCES CONSERVATION SERVICE New Hampshire January 2011 BACKGROUND National High Tunnel Conservation Benefits Local Foods Initiatives 3-Year Pilot Program High tunnels can provide a number of Growing food locally, especially before significant conservation benefits such as and after the traditional growing season, NRCS offered seasonal high tunnels an increase in plant and soil quality, a helps strengthen the local economy and (officially called “seasonal high tunnel decrease in pesticide use and foliar (leaf) helps ensure the viability and profitability system for crops”) as a conservation disease, and improved energy savings. of small farms. When NH farms succeed, practice for the first time in fiscal year Many farmers who want to grow toma- valuable farmland and cultural heritage are (FY) 2010 as part of a three-year trial to toes without using pesticides often find protected. High tunnels are important tools determine their effectiveness in con- they can only do so successfully if they for enhancing the availability of local food serving water, improving soil health, are grown in a tunnel. Without rainfall, year-round. foliar disease is often reduced because the leaves stay dry. Insects that are com- “As expected, the seasonal high monly a problem in the field may not be “It is phenomenal that winter tunnel pilot has been popular in so in the tunnel because the tunnel tends farmer’s markets in NH have grown New Hampshire. In just one to disrupt their feeding patterns. Other from none four years ago to twenty year, the NRCS-NH helped fund insects that occur in a high tunnel are today.
    [Show full text]
  • AMR BRDIGITAL Chinese.Pdf
    㽁㷐▙㥳 㢭㲂 300 BISCAYNE BOULEVARD WAY ⿿≐イ 㱱G&G Business Developments⤇㙶⵺➂ 㽁㷐▙㥳 㢭㲂 300 BISCAYNE BOULEVARD WAY ⿿≐イ 㱱G&G Business Developments⤇㙶⵺➂ ⶪ㟫⍙㗰⏥⶙㾗㢜⵺➂㔈☨㽜㐵⒪㗰㔦タᮣ㲣⫉㐟㽜㐵⒪㗰㔦タᱨ㎫⏸ⶌ〉㩩║␋㮾⭆㱱⵺➂㔈㦢⿼⭨⫊Ⓒ㾂㑉㝗⤅☨᮶⟐⿨⹽▕㷦⒴᮷☾Ⱞ㺲㚱㮔㎳☨㢶⮔ 㑆≜よ㗁㮥㺸㊹㢭ᱨ ╚㵒よ㗁㮥㺸㮿㗯 㸊㸡☨よ㱝㱸㋶☳㨲⼵㲓▅㑉㦢㔋☨⻲⼋ᮣ ょ㝢㚴⛞㮾㣐㎮㣐ⲳ☨➝㖷⟁⡙㽥㣄わ☨㔶 ⫆ᱨ㸆㨗➝㖷⫊㦄✚㯁⮑ᱨ⫊㥨㺤㑩㢔ᮣ㮥 㗑⛑㑉☨㖨㙼㨾㖥ᮢ㮥⏩⪮⨄☨㱘㊮ᮢ㮥Ⱞ ⡮㑉㺣㔪☨㴵⿓ᮢ㮥㋁㥑㖺㸈ㅶᮢ㮥╌Ⱐ㑉 ⽃⻸㠰➕☨⟇Ⳃ᮪᮪☕㣄わ㈀㲞よ☨ⰰ㾗㖫ᱨ 㣄わ☨⡮⤵⌧╋⛑⏥㺌⏥ⴇ㺲㣄わ➂㦆㖺ⰻ 㱸⼹㮥➌Ⳃ㦣⧧㯌㯏ᮣ よ㗁㱨⧽☨ᱨⳟ㦡㎣㽂㨲㫖ᮢ㍱㨲╚㵒よ☨ ⤀Ⰷ㮥㬥ᮣ 㚳わ☨⏯⪂ᮢ㝢➶⧧⼵⡮╚㵒⼗ㅗ㮾⤜⼋☨ ⷅ㖺ⲽ㊹ᮣ ║㋨☨☒㔶 㥺タ☨⛢⻮ⲽ㔭㲓⪬⪥☨⺈㖱㵒ⳟ⼗≐㙱 ⛻ᮤ⿷⛃㵀㋽⒝ⰻ⛢㮥㣐✠☨㊹㺬ᮣ 1913ㅰ1㴨15㑓ᱨ⿨⏘㝎ᮤ⊎⡁㝎 (Robert Bamford)⧧⹁≨ㅠ✝ᮤ⿷⛃(Lionel Martin)╚⊚Bamford and Martin⤇㙶ᮣ㵀 ⿡⛺Henniker Mews㮥⢔⮈⾴☨⒝⭺⹽ᱨ 㮥⢔ザ⏥⶙㬀☨⤦㖼㱱╱⵺㋶ᮣ 㚳わ㮾㣐⶙㝪㝔☨㔤⭜㲓ⓞ⹮≼䏡☨㩂ㅢ⏠ ⫉⼗▙㺼☨㦛㦣ᱨ100✂ㅰ⨍㑉わ⛶╱㑒゜ ⼁⏥㮻ᮢ㑥Ⓗ㑥㾍ᮣ1914ㅰ⤇㙶⢚ッ㢜≐ 㙱⛻ᮤ⿷⛃(Aston Martin)ᮣ㸆㮥ⴈ⛊㗖☡ ⹁≨ㅠ✝ᮤ⿷⛃㵀㱊⥖⊅ⱄ⧔⤈⵴≐㙱⛻㓹 㓹☼㋽⒝㑺ᱤAston Hill Climbᱥ㺲⫉㖞☨㋶➂ᱨ 㱱╱⢚ッᱨ㴿⧩㗄⏥⥙ᮣⳌ㸝㮥㺓⛞⽃㝀㵀㣄わ ☨㫖㮤⹽ᮣ㽴⤇㙶⵺╚㮾⹂≐㙱⛻ᮤ⿷⛃ 㮻⒱㢜㮥⢔⍖㺠㩂㊹㈊⒱㢜㔙⪂☨㗐⤀㺨㾗ᮢ 㣐㲓⿡⌴☨よᮢㅗ㮾㺥㨳☨㩂ㅢ㲓⥖⭠㑺㖼 㑗㲦☨■ッ╰ᮣ ≐㙱⛻ᮤ⿷⛃☨ⲽ㚠 ⶄⶄ㣄わ☨㋽⒝ᱨㆀⳟㅢ㝛⪹☡㣄わ☨ⲽ㚠ᮣ ょ㮥⶜☨⭳㖵㝛㬕⛞㑁ㆀ㱨㔶ㅗ㠰ᮣ ㍿Ⲵᮢ㸕➼✚ⲽ㐵ᮢ㱨⧽㫱㺤㎒ⲽ㥨ᱷ㣄わ☨㋽⒝ 㑘⧩⍖㺠㩂☨㔤⭜ᮢ㽟㴣☨⤀㮿㲓㣐⶙㊧☴ ☨㾖⤀ᱨ⤎㟠▘㵒ㅗ㠰☨㎩⡮㝛㬕ᮣ 㽗㎳㠞よ ≐㙱⛻⿷⛃㑉㢜㣄わ☨㋽⒝㽂㑩⼗㔶 ツ⻲ᱨ㣄わ㮾╱㽴⧚ᱨ⌢⡮㸕➼ᮣ㵀▘ 㵒㐩㖺ⰻ㾎㱭よ㋽⒝☨⤎㟠㨳ㅴ☨㯧☠ 㥲ᱨ㣄わ⏥⛱㍰㨾ᮣ ょ⼊㋽⒝☨☒㔶⛞㑘㑩⼗㣄わ⛢㝎☨⭅ 㝛⭒ㅢᮢⳕⲿⶌ㬕☨⤀㮿㲓㥸ⱌ☨⭒㗯ᮣ 㣄わ☨㟹⛵㺤⻲㲂▘㋈⭞⛊☨㠞よ⍖㽜ᱨ ♂㵒⫆⻲㙼㔠㎒Ⓦ〄よ⡮☨ⲽ㽜⤀㮿ᮣ 㸆㺸㺖㽥ᱨ〉㔩㮜ⴊ㣐ⱊ㱸ᮣ ⺈㖱㱮ⳕᱨ㴿╚㢦⹂ Ⳬ㖺㣐㙣☨㔵㠯ᮢ㣐㲓⿡⌴☨⤀㮿ᮢ⤆⢙⮏㨾 ☨⍖㽜ᮣ㮥⢔✂㖺⭣㮾⹂ᱨ≐㙱⛻⿷⛃☨ッ 㽶㮻⒱㢜㋽⒝㔤⭜ⰻ⡽⒔☨■ッ╰ᱨ㮜㗁㐩㖺 ⰻ㾎⳱⍖㺠㩂⧧⍒㖰⛪☨ッ㊮ᮣょ㮥⼊㋽⒝ⴋ 㢜⛊㺨㔶␤☨╥㗐⤀㺨㾗ᱨ㷧㦄㱝㱸㸃☨⢔㩂ᮣ 㢜⼗㖯㦆⛶⿿≐イ㺲㨲300 Biscayne Boulevard Way☨㴞Ⳃᱨ≐㙱⛻⿷⛃㲓㻚 ッ☨⵺➂㔈G&G Business Developments ⤇㙶⧩㾗ᱨ⯿㚵☨║㖺㔤⭜㽊⪇㢜⛢㮥㣐✠☨ ➟␤㦞ㅅᮣ㮥㾙■⍙㽥⛇⭸㔙⪂㔶⫆ᮢ⛢㮥㣐 ✠☨⧚⪂▙㥳⯿≼☼✚㋲ᮣ ⤀㮿Ⰷ㨲⛢㴱 ᮰㵀㣄わ㸆☾㮥⢔㽁㷐⵺➂㦞ㅅ⹽ᱨ㽐㩌 ㅠ㗈㗖☡≐㙱⛻⿷⛃☨㋶➂ᱨ⏌ⶌ⿑⼗⿿≐ イ☨㑆▞㋺⨌ᮣ㣄わ☨㔤⭜⹻ㅴ⫑㲂よ㫓⭆ 㱭㺬㱫⏮ᱨ⮈☉ᮢ╥ⰴᮢ☧㝛✚㱭㫱ᮣょ㮥 ⢔㥨Ⱞ⧧⤀㮿⛞㔴㟬㽥≐㙱⛻⿷⛃☨ DNAᱨⲳ㦄㗠㗄≠㯇ᮣ㸆⛒⯼㻠㗁㢜㨮㔉 ㊹㺬⧧⤀㮿☨㑉ᮢ㢜㑆≜㱨⧽㖼㣡☨㑉✚▘ 㵒ᮣ᮱ MAREK REICHMAN 㺖㨾⡏㽼⏭⭼㗑㥟╚㯌⤵ ≐㙱⛻ᮤ⿷⛃ 㱨⧽☨㦏㝫ᱨ ⨄㢢☨㴞Ⳃ ⲽよ☨㔤⭜⛞㴚㲂㾎⮈☉☨ ㍦⌶⤐⪅ᱨ㚞㺐✚⹂☨⏯㗁㴤
    [Show full text]
  • Vendor List for Campaign Contributions
    VENDOR LIST FOR CAMPAIGN CONTRIBUTIONS Vendor # Vendor Name Address 1 Address 2 City State Contact Name Phone Email 371 3000 GRATIGNY ASSOCIATES LLC 100 FRONT STREET SUITE 350 CONSHOHOCKEN PA J GARCIA [email protected] 651 A & A DRAINAGE & VAC SERVICES INC 5040 KING ARTHUR AVENUE DAVIE FL 954 680 0294 [email protected] 1622 A & B PIPE & SUPPLY INC 6500 N.W. 37 AVENUE MIAMI FL 305-691-5000 [email protected] 49151 A & J ROOFING CORP 4337 E 11 AVENUE HIALEAH FL MIGUEL GUERRERO 305.599.2782 [email protected] 1537 A NATIONAL SALUTE TO AMERICA'S HEROES LLC 10394 W SAMPLE ROAD SUITE 200 POMPANO BEACH FL MICKEY 305 673 7577 6617 [email protected] 50314 A NATIVE TREE SERVICE, INC. 15733 SW 117 AVENUE MIAMI FL CATHY EVENSEN [email protected] 7928 AAA AUTOMATED DOOR REPAIR INC 21211 NE 25 CT MIAMI FL 305-933-2627 [email protected] 10295 AAA FLAG AND BANNER MFG CO INC 681 NW 108TH ST MIAMI FL [email protected] 43804 ABC RESTAURANT SUPPLY & EQUIPM 1345 N MIAMI AVENUE MIAMI FL LEONARD SCHUPAK 305-325-1200 [email protected] 35204 ABC TRANSFER INC. 307 E. AZTEC AVENUE CLEWISTON FL 863-983-1611 X 112 [email protected] 478 ACADEMY BUS LLC 3595 NW 110 STREET MIAMI FL V RUIZ 305-688-7700 [email protected] 980 ACAI ASSOCIATES, INC. 2937 W. CYPRESS CREEK ROAD SUITE 200 FORT LAUDERDALE FL 954-484-4000 [email protected] 14534 ACCELA INC 2633 CAMINO RAMON SUITE 500 SAN RAMON CA 925-659-3275 [email protected] 49840 ACME BARRICADES LC 9800 NORMANDY BLVD JACKSONVILLE FL STEPHANIE RABBEN (904) 781-1950 X122 [email protected] 1321 ACORDIS INTERNATIONAL CORP 11650 INTERCHANGE CIRCLE MIRAMAR FL JAY SHUMHEY [email protected] 290 ACR, LLC 184 TOLLGATE BRANCH LONGWOOD FL 407-831-7447 [email protected] 53235 ACTECH COPORATION 14600 NW 112 AVENUE HIALEAH FL 16708 ACUSHNET COMPANY TITLEIST P.O.
    [Show full text]
  • SR-836/I-395/I-95) Toi-95 Southbound SR-836 Westbound I-95 Pavement Reconstruction SR-836/I-395 from West Causeway Bridge of I-95 to Macarthur
    community | safety | mobility | maintainability Technical Volume 1: Technical Proposal Technical 1: Volume Technical SR-836 I-95 I-95 SR-836/I-395 Southbound to SR-836 Westbound Southbound SR-836 to Reconstruction Pavement from West of NW 17th Avenue to Midtown Interchange (SR-836/I-395/I-95) Interchange Midtown to of NW 17th Avenue West from from West of I-95 to MacArthur of I-95 to Bridge Causeway West from FDOT DISTRICT 6 SR-836/I-395/I-95 Technical Financial Projects Number(s): I-395 Reconstruction 251688-1-52-01 (F.A.P. 3951-501-1) I-95 Pavement Reconstruction 429300-2-52-01 (F.A.P. 0951-685-1) Volume 1: I-95 SB to SR-836 WB Connector 423126-2-52-01 MDX 423126-1-52-01 Technical Proposal Miami Dade Water & Sewer 251688-1-56-02 MDX Work Program Number: 83611 Contract Number: E-6J53 Copy Transmittal Letter Design and Construction Approach INTRODUCTION 1. Community – Connect communities The SR-836/I-395/I-95 project presents a unique and 2. Safety – Enhance safety extraordinary opportunity to transform Miami by reconnecting 3. Mobility – Improve mobility communities that were once divided, creating a safer 4. Maintainability – Deliver maintainable solutions environment for pedestrian and vehicular traffic, solving mobility These four fundamental objectives served as our guiding challenges that have inhibited traffic for many years, and principles as we developed a comprehensive project approach, developing a cohesive maintenance plan that will preserve Alternative Technical Concepts (ATCs), and Aesthetic Project these community enhancements for years to come. This legacy Technical Enhancements (APTEs).
    [Show full text]
  • 1200 Brickell Avenue, Miami, Florida 33131
    Jonathan C. Lay, CCIM MSIRE MSF T 305 668 0620 www.FairchildPartners.com 1200 Brickell Avenue, Miami, Florida 33131 Senior Advisor | Commercial Real Estate Specialist [email protected] Licensed Real Estate Brokers AVAILABLE FOR SALE VIA TEN-X INCOME PRODUCING OFFICE CONDOMINIUM PORTFOLIO 1200 Brickell is located in the heart of Miami’s Financial District, and offers a unique opportunity to invest in prime commercial real estate in a gloabl city. Situated in the corner of Brickell Avenue and Coral Way, just blocks from Brickell City Centre, this $1.05 billion mixed-used development heightens the area’s level of urban living and sophistication. PROPERTY HIGHLIGHTS DESCRIPTION • Common areas undergoing LED lighting retrofits LOCATION HIGHLIGHTS • 20- story, ± 231,501 SF • Upgraded fire panel • Located in Miami’s Financial District • Typical floor measures 11,730 SF • Direct access to I-95 • Parking ratio 2/1000 in adjacent parking garage AMENITIES • Within close proximity to Port Miami, American • Porte-cochere off of Brickell Avenue • Full service bank with ATM Airlines Arena, Downtown and South Beach • High-end finishes throughout the building • Morton’s Steakhouse • Closed proximity to Metromover station. • Lobby cafeteria BUILDING UPGRADES • 24/7 manned security & surveillance cameras • Renovated lobby and common areas • Remote access • New directory • On-site manager & building engineer • Upgraded elevator • Drop off lane on Brickell Avenue • Two new HVAC chillers SUITES #400 / #450 FLOOR PLAN SUITE SIZE (SF) OCCUPANCY 400 6,388 Vacant 425 2,432 Leased Month to Month 450 2,925 Leased Total 11,745 Brickell, one of Miami’s fastest-growing submarkets, ranks amongst the largest financial districts in the United States.
    [Show full text]
  • FACT SHEET: BART Silicon Valley
    Twin-Bore Single-Bore Running Tunnel Running Tunnel Utilities Utilities Up to ~60' FACT SHEET: VTA’s BART Silicon Valley Phase II Extension Project FACTTunneling MethodologySHEET: BART Silicon Valley VTA’sVTA’s BART BART Silicon Silicon Valley Phase Valley II Project Phase is a six-mile, ll Extension four-stationUp extensionProject to ~75' that will bring BART train service from Berryessa/North San José through downtown San José to the City of Santa Clara. The Phase II Project will include an approximately five-mile tunnel, two mid-tunnel ventilation facilities, a maintenance facility and storage yard, three VTA’sunderground BART Siliconstations (AlumValley Rock/28th Program Street, Overview Downtown San José, Diridon), and one ground-level station (Santa VTAClara). is extending The subway the tunnelBART regionalwill be in heavy one large rail system diameter to Milpitas,tunnel. San Jose, and Santa Clara. The 16-mile extension, called the BART Silicon Valley Program, will extend the BART system south of BART’s future Warm Springs/SouthSingle-Bore Fremont Tunnel Station in Fremont to Milpitas, San Jose, and Santa Clara. When completed, this fully grade-separatedThe tunnel will be project constructed is planned as a tosingle, include large six diameter stations andtunnel. a new The maintenance and storage facility in Santa Clara.approximately VTA’s BART 45 footSilicon tunnel Valley will Program contain istwo being independent delivered trackways,in two phases. one Thefor Berryessa Extension Project (Phaseeach direction I) is under of constructiontravel. Passenger and scheduled platforms willto open be located in 2018, within with thestations tunnel, in Milpitas and the Berryessa areaconnected of San toJose.
    [Show full text]
  • 3100 N Miami Avenue Showroom/Retail/Restaurant Space for Lease - Midtown/Wynwood
    3100 N MIAMI AVENUE SHOWROOM/RETAIL/RESTAURANT SPACE FOR LEASE - MIDTOWN/WYNWOOD PHASE 2 NOW COMPLETE Exclusive Agents: 1261 20th Street At West Avenue Irma Figueroa, CCIM Juan Brando Miami Beach, FL 33139 Director - Retail Leasing & Sales Director - Retail Leasing & Sales t. 305.532.0433 l f. 305.532.6106 t. 954.471.4605 t. 305.491.4846 www.comrascompany.com [email protected] [email protected] 3100 N AVENUE l MIAMI, FL 33127 ENTIRE BLOCK FRONT OF N MIAMI AVE FROM NW 31ST ST TO NW 32ND ST SPACES: Phase 1: ± 1,231 SF • Directly across from Midtown Miami and a 1,700 car parking garage Phase 2: ± 2,391 - 6,277 SF • North Miami Avenue - Primary link between the Design District and POSSESSION: Phase 1: Fully Leased Wynwood Arts District Phase 2: Now Complete • New storefronts; façade design; electrical; plumbing; individual HVAC RENT: Upon request • Ideal for service oriented retailers, home design stores and showrooms NEIGHBORING CO-TENANCY: No warranty or representation, expressed or implied, is made as to the accuracy of this information and the same is submitted subject to errors, omissions, change of price, rental or other conditions, withdrawal without notice, and to any special listing conditions imposed by our principals. Exclusive Agents: 1261 20th Street At West Avenue Irma Figueroa, CCIM Juan Brando Miami Beach, FL 33139 Director - Retail Leasing & Sales Director - Retail Leasing & Sales t. 305.532.0433 l f. 305.532.6106 t. 954.471.4605 t. 305.491.4846 www.comrascompany.com [email protected] [email protected] PHASE 1 SPACE 10 NW 32ND STREET | MIAMI, FL 33127 Current Exterior Photo Exclusive Agents: 1261 20th Street At West Avenue Irma Figueroa, CCIM Juan Brando Miami Beach, FL 33139 Director - Retail Leasing & Sales Director - Retail Leasing & Sales t.
    [Show full text]
  • ROAD CLOSURE ADVISORY SUNDAY, JANUARY 29Th, 2017 6 Am
    ROAD CLOSURE ADVISORY SUNDAY, JANUARY 29th, 2017 6 a.m. – 2 p.m. MIAMI, FL – The following road closures will take place around the city on Sunday, January 29th, 2017 for the 15th Annual Miami Marathon and Half Marathon produced by Life Time Fitness Athletic Events. The race will begin at 6:00 a.m. at the American Airlines Arena downtown and will proceed to Miami Beach via the MacArthur Causeway, up Ocean Drive, over the Venetian Causeway and as far south as Coconut Grove. All participants are completely off the of the course by 2:00 PM for the reopening of the roads, however, most of the roadways will be clear before then due to the rolling reopening procedures. Roads will be closed and managed by the City of Miami, Miami Beach and Miami Dade Police Departments. It is recommended that the Julia Tuttle Causeway be utilized for access to and from Miami Beach until 10:00 a.m. Street Direction From To Close Open Biscayne Blvd (Sat 1/28 - Sun 1/29) Northbound SE 4th Street E Flagler Street 8:00 AM 4:00 PM Biscayne Blvd (Sun 1/29) Northbound NE 5th Street NE 11th Terrace 12:00 AM 9:00 AM MacArthur Causeway Eastbound Biscayne Blvd Alton Rd/5th Street 5:00 AM 8:10 AM Alton Rd/5th/South Pointe Drive NB/SB 5th Street South Point Drive 5:00 AM 8:25 AM Ocean Drive NB/SB South Point Drive 15th Street 5:55 AM 8:25 AM Washington Ave NB/SB 7th Street 17th Street 6:00 AM 8:50 AM Pennsylvania Ave NB/SB 7th Street 8th Street 6:10 AM 9:00 AM 17th St Westbound Washington Ave Dade Blvd 6:10 AM 9:30 AM Dade Blvd Westbound West Ave Bridge Venetian Causeway
    [Show full text]
  • Geotechnical Performance of a Tunnel in Soft Ground
    Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1993) - Third International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 03 Jun 1993, 10:30 am - 12:30 pm Geotechnical Performance of a Tunnel in Soft Ground A. B. Parreira Universidade de São Paulo, Brazil R. F. Azevedo Pontifícia Universidade Católica do Rio de Janeiro, Brazil Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Parreira, A. B. and Azevedo, R. F., "Geotechnical Performance of a Tunnel in Soft Ground" (1993). International Conference on Case Histories in Geotechnical Engineering. 17. https://scholarsmine.mst.edu/icchge/3icchge/3icchge-session05/17 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. !111!!111 Proceedings: Third International Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri, ~ June 1-4, 1993, Paper No. 5.55 Geotechnical Performance of a Tunnel in Soft Ground A. B. Parreira R.F.Azevedo Assistant Professor, Universidade de Sio Paulo, Brazil Associate Professor, Pontificia Universidade Cat61ica do Rio de Janeiro, Brazil SYNOPSIS The analysis of a tunnel section excavated through soft ground is presented.
    [Show full text]
  • Transportation Improvement Program
    2016 Transportation Improvement Program TRANSPORTATION IMPROVEMENT PROGRAM FISCAL YEARS 2015/2016 to 2019/2020 TIP Citizen’s Version METROPOLITAN PLANNING ORGANIZATION FOR THE MIAMI URBANIZED AREA 2016 – 2020 CITIZENS TIP This document was prepared by the Metropolitan Planning Organization for the Miami Urbanized Area in collaboration with the Florida Department of Transportation; Miami-Dade Expressway Authority; Florida’s Turnpike Enterprise; South Florida Regional Transportation Authority; Miami-Dade County Public Works and Waste Management Department; Miami-Dade County Office of Strategic Business Management; Miami-Dade Transit Agency; Miami-Dade County Aviation Department; Miami-Dade Seaport Department; Miami-Dade League of Cities; Miami-Dade County Department of Regulatory and Economic Resources; and the Miami-Dade County Developmental Impact Committee. The Miami-Dade MPO complies with the provisions of Title VI of the Civil Rights Act of 1964, which states: No person in the United States shall, on grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving federal financial assistance. It is also the policy of the Miami-Dade MPO to comply with all of the requirements of the Americans with Disabilities Act. For materials in accessible format please call (305) 375-4507. The preparation of this report has been financed in part from the U.S. Department of Transportation (USDOT) through the Federal Highway Administration (FHWA) and/or the Federal Transit Administration (FTA), the State Planning and Research Program (Section 505 of Title 23, U.S. Code) and Miami-Dade County, Florida. The contents of this report do not necessarily reflect the official views or policy of the U.S.
    [Show full text]
  • SMART Plan Rapid Transit Corridors Projects Update
    SMART Plan Rapid Transit Corridors Projects Update Prepared for: Miami Downtown Development Authority October 23, 2020 SMART Plan The SMART Plan will expand the existing fixed guideway system, comprised of a 25-mile Metrorail and downtown Metromover, with six rapid transit corridors that add over 70 miles of rapid transit network and link major local and regional activity centers A bold infrastructure program of projects • Significantly improve transportation mobility • Promote economic growth and job creation • Increase region’s international competitiveness TPO’s SMART Plan video: https://youtu.be/Sw8xKaHd4XI 2 In 2002, the County passed the referendum to collect a half-cent sales tax for transportation improvements Subsequently the County conducted corridor studies in order to pursue Federal and State Funding Due to the economic crisis in the late 2000s, the County paused studies to reconsider how to successfully implement rapid transit solutions In 2016, the Miami-Dade Transportation Planning Organization adopted the Strategic Miami Area Rapid Transit (SMART) Plan and initiated another round of studies for the six rapid transit corridors with cost-effectiveness as a factor to be evaluated Rapid Transit 6 Corridors Beach Corridor East-West Corridor Kendall Corridor North Corridor Northeast Corridor South Corridor South Corridor - Selection of Transit Mode • Bus Rapid Transit • Chosen as Locally Preferred Alternative by TPO on August 30, 2018 5 South Corridor - Timeline FTA Timeline ✓ July 2017 – FTA Class of Action ✓ BRT: NEPA Cleared ✓ August 2018 – TPO Selected BRT as the LPA ✓ October 2018 – Entered into FTA Small Starts Project Development ✓ August 2019 – Submitted FTA Small Starts Application requesting $99,999,999 ✓ February 2020 – Received Overall High Rating from FTA ✓ May 2020 – FTA Announced Funding Award ✓ Sept 2020 –FTA Grant Agreement Execution Procurement and Implementation Timeline ✓ Jun.
    [Show full text]