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HomeMy WebLinkAboutU-5754 Internal_External Scoping Packet_rev12052017SCOPING PROJECT DATA SHEET Date: 11 /09/17 Rev.: 12/5/2017 TIP No.: U-5754 County: Guilford Federal-aid No.: NHP-0029(065) WBS No.: 54034.1.1 NCDOT Division: 7 Scoping Meeting Date: December 13, 2017 Project Description: ➢ Length: 1.50 mile ➢ Termini (US Hwy / SR): US 29/70/220 (E. Florida Street) to I-40/I-85 Business just west of the Patton Avenue overpass ➢ MPO / RPO: Greensboro Urban Area Metropolitan Planning Organization ➢ NEPA / 404 Merger Candidate? ❑ Yes � No ❑ Unknown ➢ General Description of Project: ReconstrucUrestripe the I-40/I-85 Business (East) to US 29/70/220 (North) ramps, to provide a total of three lanes under I-40/I-85 Business. Reconstruct/restripe US 29/70/220 (South) to I-40/I-85 Business (West) Ramps, to provide additional southbound lane, to Norfolk Southern Railway bridge (just west of Patton Avenue overpass). Desiqn Data (Existinq Conditions� ➢ Functional Classification: o I-40/I-85 Business (Interstate) o US 29/70/220 (Freeway) ➢ Strategic Highway Corridor: o STC Corridor J— US 29 o STC Corridor Q— I-40 ➢ CTP Designation (Facility Type): Date August 31, 2015 o US 29/70/220: • 4-lane Freeway o I-40/I-85 Business • 5-lane Freeway (3 lanes eastbound/2 lanes westbound) ➢ Type of Access Control: o Existing: Full Access Control o Proposed: Full Access Control ➢ Typical Section: o US 29/70/220 - Existing: 4 through lanes (2 in each direction), 20-foot wide median with jersey barrier - Proposed: no-change o I-40/I-85 Business - Existing: 5-lane Freeway (3 EB/2 WB) w/ variable width median - Proposed: no-change STIP U-5754 Page 1 December 4, 2017 ➢ Right of Way: o Existing:240-feet o Proposed: 240-feet (mainline), plus y-line needs as designed (varies at interchange areas) ➢ Posted Speed: 55 mph ➢ Structure Inventory (bridges, RCBC, Walls, etc): o Bridges: Bridge Route Carried Feature Crossed Number 400585 I-40/I-85 Business Mile Run Creek 400285 SB US 29/70/220 to I-40/I-85 Business Ramp Dr. Martin Luther Kin Drive 400291 WB I-40/I-85 Business ramp to Dr. Martin Luther NB US 29/70/220 Kin Drive 400321 Norfolk Southern Railwa I-40/I-85 Business 400329 Patton Avenue I-40/I-85 Business 400348 EB I-40/I-85 Business NB US 29/70/220 400349 WB I-40/I-85 Business NB US 29/70/220 400420 E. Florida Street US 29/70/220 ➢ Other TIP Projects in the Area STIP Description Dates Number I-5965 I-40: US 220/SR 1398 (Freeman Mill Road) to US R/W: FY 2022 29/70/220, add lanes, improve SR 1007 (Randleman Let: FY 2022 Road) and the Elm-Eugene Street interchanges, and replace the Norfolk Southern Railway Bridge east of Elm-Eugene Street. I-5964 I-40/I-85 Business/US 29/70/220, Elm-Eugene Street R/W: FY 2018 Interchange improvements Let: FY 2018 B-5119 I-40/I-85 Business: Replace Bridges Number 291 Construction in-progress and 349 over US 29/70/220, B-5718 Patton Avenue: Replace Bridge Number 329 over I- R/W: FY 2023 40/I-85 Business/US 29/70/220 Let: FY 2024 Lonq Ran_qe Plan History: The proposed project is included in the Greensboro Urban Area MPO 2018 — 2027 MTIP as a component of SPOT ID Project # H150727. The description is as follows: Improve capacity, travel time, and safety by widening Interstate 40 through Greensboro and improve Elm-Eugene and Randleman Road interchanges. �i1P C1-575� /�age 2 17ecernber 4, 2a1 i Traffic Data (AADT� 2017 2040 I-40/I-85 Business 134,000 vpd 151,000 vpd US 29/70/220 64,200 vpd 74,000 vpd Source of Traffic Data: U-5754 Project Level Traffic Forecast (August 2017) Cost Estimates: Construction Right-of-Way Utilities Total TIP Estimate $ 16,450,000 $ 548,000 $66,000 $ 17,063,000 Current Estimate NA NA (20XX) Project Schedule: Environmental Document June 2018 (Type III Categorical Exclusion) Right-of-Way 2019 Let 2020 ��'1%' C1-�r�� ��ge :� ��c�rr�ber �, ��i1 i Purpose and Need Data The purpose of the project is to the address congestion-related issues along the I-40/I-85 Business - US 29/70/220 interchange area by adding ramp capacity. The need for the proposed roadway improvements is based on the fact that two of Greensboro's busiest freeway corridors converge within the project study area; I-40/I-85 Business and US 29/70/220. On the western end of the overlap, traffic is funneled to and from Winston-Salem, High Point, and Charlotte. On the eastern end, traffic is funneled from Greensboro's northern suburbs, Danville, VA, and the Raleigh-Durham area. The limited ramp capacity results in considerable congestion and congestion-related safety issues within and beyond the study area, ➢ The project study area forms the eastern end of the 2'/4 - mile long I-40/I-85 Business - US 29/70/220 overlap. ➢ The current interchange configuration provides inadequate lane capacity for traffic to and from US 29/70/220. o Southbound traffic from US 29/70/220 onto I-40/I-85 Business (westbound) is quickly forced to merger down to a one-lane ramp. o In the eastbound direction, all traffic headed to US 29/70/220 (northbound) from I-40/I-85 Business is only allotted a one-lane exit. The northbound traffic combines with traffic from Dr. Martin Luther King, Jr. Boulevard as it passes under I-40/I-85 Business. Figures 1 and 2 present the existing (2017) and 2040 projected traffic volumes. Figure 1: 2017 Volumes N AMLK Jr Dr ^ �2s �yIm 1 52 J��- TT 8� I-40 1340 3� BU8 85 B P�s 7s� 108� r�. s� � "'. 30a ale � MLK Jr �r US29/70/22Q s�i2 yh � �y� � �6o I-40 6 �y,; Bus 85 ie. ei Figure 2: 2040 Projected Traffic Volumes MLK Jr Dr US 29 / 70/ 220 ia$ �ao 5 6�m �� 506 ^ � 7? a X I-40 �s�o FJ ` Bus 85 F�,F e`� izo� � (3. Ei 342 ale � MLK Jr Dr eaa I-40 � ?�,s BUS 85 (A, el �%il=' i.l-5iJ� /=��gc �X %��'c�'i➢lbcr �, �(�1 � Study Area Resources Inventory Table Resource/Measure Resources in Stud Area Len th of pro'ect to tenth of miles 1.5 miles Potential for Interchanges or RR crossings (#) Existing I-40/I-85 Business/US 29/70/220 interchange Other Infrastructure (# of Wastewater treatment plants, None transmission pipelines, etc. Suspected/known Hazardous Material sites (#) • usT sites - � o • Hazardous Waste Site - 1 National Register or eligible sites, districts, or other historic ro erties # None Community facilities such and hospitals, nursing homes, . Hospital - 1 churches, schools, cemeteries, etc.) (#) . Mosque - 1 • Elementary school - 1 Potentiall Affected Residential Properties None Potentiall Affected Business Properties None Wetlands est. acres rounded to whole acre None Streams (# of streams and number of linear feet) • Mile Run Creek — 600 feet within the study area • South Buffalo Creek (South of Stud area Critical Water Supply Watersheds (rounded to nearest None acre Riparian Buffer rules apply (yes/no/part) No Area in active a riculture nearest acre None Parks, Greenways, Game Lands, Land and Water None Conservation Fund Pro erties, etc. # Identified Critical habitat/species under ESA es/no/part None FEMA Buyout Properties None *Note: Floodzone AE along S. Buffalo Creek and Mile Run Creek Other known/suspected resources or issues: (identify; e.g. EJ Screening identified Minority and Low-income or minorit communit # Low income populations. NOTE: This table is to be used in conjunction with the Environmental Features Map for the purposes of evaluating the feasibility of potential corridors. Use of the table without the aid of mapping may lead to misinformed decisions. STIP U-5754 Page 5 December 4, 2017 taa0000 iaa»oo iaa�000 iaa'_cco ia�-ooc . . 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I ...� �\` � . , r_l l F � _ _ laa0000 Iaq100o 1a420o0 1aa390o Iasn00G 0 600 L200 1,800 2,400 Feet 125,000 (At Original document size of S.SxI 1) LEGEND � � Stantec �= .��P � STUDY AREA Greensboro NC Guilford County, NC US 29-70-220 ROADS I-40 / I-85 BUSINESS TO SOUTH OF PLORIDA STREET . ��'i;� STIP PROJECT # U-5754 Figure No. � STREAMS Title VICINITY MAP _ Guilford Page 01 of 01 iC�. - ', �F" �'. 7-� ''�, � � '� �w• � ." 1 ► t- IS10Hen Blv i �.t' . "��- . ; y,+�L, r � .I,���i �-x\�,, `' �� �--- "�'. _ Doak.St _ i cl1 i r' �: w • el` �� y 'a� �' - rY d.�,s y`.Tuscaloosa =, cnF y� r r; 'ms• ; I -•0-;r � � - - -_ .� � � � a. I ��� � m '1 �• .�'iu i � � v' - - _ - . St _ ' r � .f � �M.; ,� , ,�Rd �'.c . � + �- � `, � - - � 1 �I, � - -- - - r � ._ ' � ,r '�' .r �r� � •"� . �! � `� `? 1 � ..�f•. - -- - .:�,' - � vmL � �� iip .y i .�_,. 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