closed #163431
Traffic Suggestions
409 W Patterson DR
- Case Date:
- 3/7/2018
Can we extend the left turn arrow interval for west bound Patterson onto Rogers so more than three cars can make it through the intersection while Country Club is closed?
Can we extend the left turn arrow interval for west bound Patterson onto Rogers so more than three cars can make it through the intersection while Country Club is closed?
hello again - i didnt want to overload one email topic so i apologize of sending three different ones is not a good thing------ In stadium Crossing (varsity villas) complex that varsity lane runs through, there are several either missing or faded no parking signs on the left side of the road (the no parking side). Please, if able add or replace. thanks
Hello! I was wondering if it's possible for us to get a street sign for Howe Street off of Rogers Street. Heading South on Rogers you come over a hill and it's hard for most drivers to know when the street is coming because we don't have a sign. Thanks!
I use the Walnut St and Fairfax Rd intersection about 10 time a week, going to and from work. Coming from Fairfax Rd turning left on to Walnut (to get to 37) is challenging, inefficient and dangerous. There is a designated left turn lane, but no left turn green light. Frequently only one car is able to turn left during a green light, causing several cars behind also turning left (after the light has changed) to rush through on turning left to get through intersection. Coming from the opposite direction, there is no left turn lane and to my knowledge no other designated lane, but the lane is wide enough for cars that are going straight to pass (on the right) the vehicles stuck waiting to turn left. Thus potentially causing an accident in the intersection. Left turning cars onto Walnut St don't see the 2nd car across passing the car in front of them waiting to turn left on to Walnut St. My suggestion would be to clearly mark lanes on each side of the intersection and put up a traffic light that includes green left turn signals for the Fairfax Rd and Walnut Street intersection. Thank you for your time.
This is regarding the left turn lane at the Victor Pike intersection for northbound SR 37. There simply NEEDS to be a separate "turn on green only" signal for that lanes. Suppose you are trying to turn left on Victor Pike (away from the Sunoco) but there are 5 cars waiting to turn the opposite direction. You can't see around those cars to tell who is coming southbound on 37. So essentially, it's a guessing game on whether or not you're going to get T-boned by a truck going 60+ mph. I make this turn at 5:30 PM every weekday and have nearly been hit twice over the past week. Please do something about this before my family has to file a life insurance claim. P.S. - I've already ordered a dashcam to document these weekly occurrences.
There is an unmarked meridian as you approach 3rd street going north on Clarizz. At night, it's difficult to see the concrete meridian because you are driving up hill. There needs to be a sign there, directing you to veer to the right.
When exiting neighborhood, drivers can not see oncoming cars from the left. It seems like a dangerous intersection that might require more study.
North-facing Speed limit sign reads "30" at this location; however, on Woodlawn at 7th, a south-facing speed limit sign reads "25." Checking Bloomington Code, this stretch of Woodlawn Ave does not appear in Schedules I or J—thus making the speed limit 25 mph by 15.24.010 and IC 9-21-5-6. "Speed limit 30" sign on Woodlawn just south of 10th should be corrected to read "Speed limit 25."
I hope I can coherently explain this. If I don't effectively convey my complaint, please call me. I work for IU Campus Bus Service. I've noticed that the pedestrian crossing signal for peds crossing Fee Ln on the north side of 10th will stay on the "Walk" signal during the transition from 10th St having a green light to an all red (to allow peds to cross in all directions). The problem with this configuration is that a vehicle can effectively get stuck in the middle of the intersection if it was waiting to turn left/north onto Fee from Tenth, while partially in the intersection. In this situation, vehicles can either block the intersection or attempt to squeeze through pedestrians crossing on the north side of the intersection. As you can imagine with a bus, this is a dangerous dilemma.
Stop sign needs to be replaced