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BEACHON Tower Guy-Wire Tensions (lbs).....THIS SHOULD BE AN ON-GOING LOG

Inner to Outer...

South Guy-Wire:

Guy-Wire

7/7/09 Sharon
(7/8/09 Ned)

7/17/09 Ned

8/28/09 Ned

10/01/09
Chris

Inner (Close to tower)

500 (425)

425

350

375

 

550 (510)

460

405

450

 

500 (420)

380

355

350

 

500 (500)

460

415

450

 

500 (400)

370

330

325

Outer (Farthest)

450 (400)

350

330

350

Northwest Guy-Wire:

Guy-Wire

7/7/09 Sharon
(7/8/09 Ned)

7/17/09 Ned

8/28/09 Ned

10/01/09
Chris

Inner (Close to tower)

600 (490)

450

375

380

 

550 (500)

450

405

440

 

450 (500)

470

445

450

 

600 (500)

450

400

425

 

440 (415)

410

355

375

Outer (Farthest)

430 (400) 

360

345

350

Northeast Guy-Wire (nearest to the road)

Guy-Wire

7/7/09 Sharon
(7/8/09 Ned)

7/17/09 Ned

8/28/09 Ned

10/01/09
Chris

Inner (Close to tower)

580 (470)

440

360

400

 

600 (550)

500

425

450

 

680 (670)

590

575

625

 

500 (460)

450

375

375

 

600 (525)

500

425

440

Outer (Farthest)

480 (405)

410

360

400

Modifications:

090717, jwm     Added readings by Ned Patton on 7/17/09.  Note roughly 100-lb drop on each, but there was no shift on the anchors/base per-paint applied; ie stretching.

090828, egp Anchors did not exhibit any shifting, added new readings to the tables above.

091001, csg  Anchors looked good.  Tensions were fine.  May need some tensioning on South guy-wires soon.

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