arborvor
ArboristSite Lurker
Have a situation with a Pine tree. I will post pictures next week but heres the low down.
It's a 24 Dbh Loblolly Pine, 65 ft tall,with a 20-25degree lean. Crown of the tree has major asymerty. Base has bottle butt (compensating for the decay), longitutal cracks starting at the base up to about 6 feet. Cracks are 2-3 inches in width and there are 2-3 of them on the tension side of the lean, compression side of the lean is your normal bark buckleing nothing to horrific. The tension side are showing no signs of soil heaving,soil cracking or roots cracking. I found no evidence of soil buckeling on the compression side of the tree. As I look at the tree on the tension side so it is leaning away from me there is also a crack/ trunk blowout at about 10 o'clock on the trunk. So the tree had a torsion load (clockwise twisting of the trunk)and the tree cracked there approx. 2ft long sliver pop out. There are a couple of horizontal cracks that is showing only bark seperation
Decay (Brown Rot): measured 15" in on the tension side through the longitutal crack drilled the oppisite side reading showed 4" sound wood. Right and left drilling also showed both 4" sound wood on either side. My open cavity calulation came up 51% decayed.
So the client knows this is a hazardous tree but wants to do everything possible to avoid(mitigate) possible failure.
What I did was installed three cable to 3 trees behind it. There is a tree next to it about 15 feet away. Cable? I did not think it needed it there.I thought it would do no good because of how the tree would fail.
Also 3 truck load binding straps on the trunk and root crown.
And It was suggested to me to put two throught rods in solid wood above the cracks.
Wow that was long for someone that does not type fast.
Give me some ideas.
It's a 24 Dbh Loblolly Pine, 65 ft tall,with a 20-25degree lean. Crown of the tree has major asymerty. Base has bottle butt (compensating for the decay), longitutal cracks starting at the base up to about 6 feet. Cracks are 2-3 inches in width and there are 2-3 of them on the tension side of the lean, compression side of the lean is your normal bark buckleing nothing to horrific. The tension side are showing no signs of soil heaving,soil cracking or roots cracking. I found no evidence of soil buckeling on the compression side of the tree. As I look at the tree on the tension side so it is leaning away from me there is also a crack/ trunk blowout at about 10 o'clock on the trunk. So the tree had a torsion load (clockwise twisting of the trunk)and the tree cracked there approx. 2ft long sliver pop out. There are a couple of horizontal cracks that is showing only bark seperation
Decay (Brown Rot): measured 15" in on the tension side through the longitutal crack drilled the oppisite side reading showed 4" sound wood. Right and left drilling also showed both 4" sound wood on either side. My open cavity calulation came up 51% decayed.
So the client knows this is a hazardous tree but wants to do everything possible to avoid(mitigate) possible failure.
What I did was installed three cable to 3 trees behind it. There is a tree next to it about 15 feet away. Cable? I did not think it needed it there.I thought it would do no good because of how the tree would fail.
Also 3 truck load binding straps on the trunk and root crown.
And It was suggested to me to put two throught rods in solid wood above the cracks.
Wow that was long for someone that does not type fast.
Give me some ideas.