You better run this ny divk werf steve the guitail metf he knows it all btother

Sorry for your loss. I’m not sure that bolt would be the cause of the failure. The force of a car collision is enough sheering strength to cut through the shank, shear off the head, and if hit from an odd angle, strip the threads clean out. I’m picturing myself with an impact and a galvanized 3/4 inch bolt, and a half decent but really maybe a 4 mil thick washer, and bolting the face of the guard rail to the second post. No shot the head of that bolt says on. Either the bolt and washer are strong, and the extruded sheet steel of the rail rips and pulls away, or the head of the bolt and washer shear off. And I understand the difference in torsional strength and shear strength. If anything, these implements should be designed with hardware designed to fail at certain points to help with the collapse/crumple of the barrier.

Ohio is sad that they don't have cars stop both ways on a four way road. Most states have it to where both sides have to stop even on a four-lane road unless there is a divider in between. Ohio need to get

This isn’t gonna help the summer traffic at all. It’s only gonna cause complications due to the fact people don’t know how to use them. There irritated already trying to get to the island and they’ll be bumper to bumper not letting people through. This is the worst intersection you could do this to. Whoever planned this isn’t the smartest only gonna make it worse.

Better add a body shop close by. When the tourist's traffic is in full swing this will be a cluster.

I honestly;y do not know what the person who thought this would work was thinking but it will NOT work. Especially at rt 2 and 53 heading towards Fremont Ohio. I know the area well as I used to work in Fremont. In fact, it doesn't even help people out. In fact, it adds a major inconvenience to the area. Plus from what I saw of how it is supposed to be placed it encroaches on someone's land. Heck If semis have problems with the one in Fremont they will here as well and so will the people with boats. In fact, it may even hurt the local economy.

I understand the usefulness of the roundabout at SR 53 and State St. I do not understand the need for the roundabout at the ramps. There is no "turning", all you are going to do is possibly backup traffic onto SR2. There is already a signal at State street - so people are already used to slowing down for that. In reviewing the "Study" I note that there was not an option listed to just have the Roundabout at State St, and just add ramp improvements/signing. You could save a significant amount removing that roundabout. Also the radius of the seems small for the number of truck/trailer combos going through that roundabout.

Recite Hallelujah many times and pray to God. God bless you. 卍南无阿弥陀佛卍 (My God tell me about this）

What about the semis. They never make them big enough. Never will either

Okay, I see the roundabout at SR-53 and E State Rd, and I see half of a dumbbell interchange from SR-2. What does this mean for the bottom half of the interchange? Will it be left as is or will there be another roundabout on that side? If so the latter, will that mean Catawba Rd and E Kirk Rd will be connected via this dumbbell interchange? Between the area shown here and Tiffin, Ohio, how many more roundabouts are proposed for SR-53 (Just out of curiosity)? If you’d like a suggestion from me regarding SR-53, maybe a diverging diamond interchange to SR-53 from US-20 in Fremont, OH (Exit 101)?

Now that I think about McCord Rd before the underpass and roundabout, I bet it relieved a lot of traffic on Reynolds Rd and Airport Hwy, since Reynolds would’ve been the nearest underpass at the time to get around the trains! Residents of Holland/Springfield Township nowadays can access the Springfield school district and the businesses in Spring Meadows with ease! As I drive through the area regularly, I even forget the underpass and roundabout were built 5 years ago (Pretty recent IMO)!

TL:DW $6,500

"We're excited to have the first ones in Ohio to see how they perform." Translation: We can't wait for someone to hit one of these to see what happens.

Machine：008613395014880/[email protected] kzbin.info/www/bejne/b4LPfqmgZ9ifg8U

MDOT rules

guardrail and photovoltaic(harnessing the power of the sun ) construction machinery, please contact with me :whats app +8615152116912, E-mail:fighterhu101@@t

I am looking for a job please help me.

do you guys reuse or recycle the trash if it can be

Biggest cash cow after the lottery.

Open the stupid thing already this is ridicouls that some one messed up this bad

They put Becky on blast lols.

I was wondering if you have a video of the "Soft Stop" End section test videos? OR any videos of the end section under impact.

We need this in District 4 Mahoning County Canfield garage.

Update October 2017. Still one big cluster...

Robert waller my grand father was a bridge builder laborer his first job was to sit in a row boat in case someone fell in,He complained about it he was use to working up high a vary hard worker.My father and him were at Bob Evens on Monroe st. and seen the photo behind the cashier of himself and the crew up on top i was able to get a copy vary cool to see the men that risked their lives.

Nice video District 2. Very informative and visually appealing.

because the sign says so.

You should try to save and preserve as many old bridges as possible.

Glad to see ODOT using concrete beams. At least we won't have to block lanes for painting a couple of years in the future. More bridges in Ohio should be built this way!

Exit 202 A should have also read "To SR 25 NORTH"

Actually you kept the clock running during the last camera freeze, so shave another 15 seconds off of that.

Can you provide some information on the camera set up you use, i.e. camera brand, light source, mount and pole, etc. Would love to have a set up such as this to inspect our culverts in Madison County, TN. Do you utilize a laptop to view, or can you use a mobile device via bluetooth such as a cell phone or tablet? Thanks in advance for any info you can provide! - Bart Walls, Madison County Highway Department in Jackson, TN

When this begins will I still be able to go from 75S to 475N and then 475S to 75N again?

Should've shown someone texting. I see quite a lot of that and you have to give them a wide berth.

Three cheers for ODOT!!!!!!!

Were any of these accidents fatal?

The caption is wrong for I-280 & Starr Ave. The exit is State Route 2 & I-280.

Tell that to the TPD and OSHP officers that are exceedingly seen driving 15-20 mph over constantly on these same roads and in the same construction zones with no emergency. No one cares to slow down anymore because 75, 475 and 280 have been under constant construction at some point for the last eight years. It is more dangerous when it becomes bumper to bumper in these zones because two cars are driving side by side doing less than the posted speed limit.