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City of South Bend: PE/RW Services for Bendix Drive 12 <br />US 36 ROAD DIET IN HANCOCK COUNTY, GREENFIELD <br />DISTRICT ǀ Town of Fortville <br /> <br />Lochmueller engineers and project designers were heavily involved throughout the <br />creatfve design and current reconstructfon of this minor arterial corridor in Fortville. The <br />project will take a 4-lane roadway down to 3-lane and requires the installatfons of a south <br />side six-foot sidewalk and a north side 9 -foot multf-use path for pedestrian and <br />recreatfonal usage. It also implements new storm sewer, curb-&-gutter, corridor lightfng, <br />signal replacement, and lane realignment for better traffic movement. <br /> <br />The conditfon of the roadway from Garden Street to SR 13 showed significant <br />deterioratfon with multfple transverse and longitudinal cracks and minor rutting and <br />stripping along the driving surface. Addressing these cracks and voids, smoother and safer <br />driving lanes will be created. <br /> <br />In the preliminary stages of this roadway improvement, engineers and designers explored <br />multfple alternatfves and provided full ratfonales illuminatfng details for Fortville officials <br />and other stakeholders. <br /> <br />The researched and proposed alternatfves included: <br /> <br />» Milling 4-inches along the mainline, shoulders, & turning lanes then resurfacing <br />distributed areas with 2-layer HMA pavement while unaltering existfng profile grade <br />and increasing structural strength of US 36 <br />» No improvement implementatfon. (While this alternatfve requires no cost, pavement <br />would contfnue to deteriorate, wear would exponentfally increase, and more costly <br />improvement would be needed in the near future.) <br />» Full reconstructfon of the corridor <br />It was determined that optfon three was the most viable and appropriate optfon of the <br />three as optfon two did not fit with the INDOT philosophy for improvement, and optfon <br />one would not address the issue at the foundatfonal level where it is needed. <br />PROJECT EXPERIENCE <br />9TH STREET TRAIL ǀ City of Goshen <br /> <br />The 9th Street corridor consists of a residentfal neighborhood to the west side and railroad to <br />the east. 9th Street had lane widths of approximately 10 -11 feet with variable ROW. <br /> <br />A previously completed EPA Pilot-Brownfield Area-Wide Plan identffied the need to redesign <br />9th Street with new sidewalks, lightfng, street trees, a multf-use trail, and a buffer between <br />the neighborhood and railroad/industrial propertfes. A multf-use path was identffied as the <br />initfal project improvement to be completed along the corridor. <br /> <br />PROJECT ELEMENTS <br />» Green initfatfves for treatment of stormwater <br />» Multf-use path design to avoid ROW impacts <br />» Raised intersectfon design for pedestrian crossing & traffic calming <br />» Public involvement for presentatfon & discussion of design alternatfves <br /> <br />This multf-use path creates a major linkage to the Pumpkinvine and Winona Railway Trails. <br />This and future improvements will play a major role in increasing the economic viability of the <br />corridor as it is a connector between Goshen College and downtown. <br />Client: <br />Goshen DPW, Dustfn Sailor, Director, <br />574.534.2201 <br /> <br />Cost: <br />$1.25 million <br /> <br />Key Staff: <br />Barbie Swihart Stutzman <br />Ryan Clark <br />Brian Arterbery <br />US 36 Road Diet is currently <br />entering into stage 3 <br />Excessive cracking and road deterioratfon <br />throughout corridor requires milling and HMA <br />overlay. <br />A full reconstructfon will prolong the life of <br />this corridor, provide natural speed <br />mitfgatfon, increase trail pathway and <br />sidewalk usage and produce safer <br />experiences for drivers and pedestrian safety.