TRAFFIC AND PARKING STUDIES
JUNE 4, 2020
TRAFFIC AND PARKING STUDIES 1 PARROTT DRIVE SHELTON, CT JUNE 4, - - PowerPoint PPT Presentation
TRAFFIC AND PARKING STUDIES 1 PARROTT DRIVE SHELTON, CT JUNE 4, 2020 TRAFFIC STUDY Review existing conditions Estimate future conditions Determine traffic impact Recommendations SITE LOCATION AND STUDY INTERSECTIONS FUTURE SITE
JUNE 4, 2020
LAND USE NUMBER OF VEHICLE TRIPS WEEKDAY MORNING PEAK HOUR WEEKDAY AFTERNOON PEAK HOUR IN OUT TOTAL IN OUT TOTAL
Multi-family Housing (Mid-Rise) 206 Units 20 55 75 55 35 90
Trip Generation, 10th Edition. Institute of Transportation Engineers, 2017 (ITE #221)
SITE DRIVEWAY DIRECTION REQUIRED REQUIRED SIGHTLINE MET? Existing north driveway Looking Left 280 feet1 ✓ Looking Right 280 feet1 ✓ Proposed center driveway Looking Left 280 feet1 ✓ Looking Right 280 feet1 ✓ South driveway Looking Left 280 feet1 ✓ Looking Right 225 feet2 ✓
1based on posted speed limit of 25 mph 2based on travel speed of 20 mph
INTERSECTION WEEKDAY MORNING PEAK HOUR WEEKDAY AFTERNOON PEAK HOUR BACKGROUND COMBINED BACKGROUND COMBINED OVERALL SIGNALIZED LOS Bridgeport Avenue at Commerce Drive/Old Stratford Road D D D D Bridgeport Avenue at PerkinElmer/Split Rock Plaza/CVS A A C C Bridgeport Avenue at Parrott Drive/Fairchild Drive C C C C
RESIDENTIAL UNIT TYPE RECOMMENDED PARKING RATE One-bedroom units 1.5 spaces per one-bedroom unit Two-bedroom units 2.0 spaces per two-bedroom unit
271 250 244 244 345 50 100 150 200 250 300 350 400 450 7:00 AM 10:00 AM 4:00 PM 7:00 PM 12:00 AM Number of Utilized Parking Spaces Time of Day Light industrial Residential Parking Supply
Parking Supply = 411 spaces