USFS Timber Treatment Guidelines_2022-06.pdf
PDF 129 KB Posted
- Attached to
- USFS - Beaverhead-Deerlodge National Forest, Madison Ranger District, Loba Mesa Trail Bridge Supply_AMD 001
- Solicitation number
- 1240LN23Q0037
- Issued by
-
Department of Agriculture Forest Service
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Other files
| File | Type | Posted |
|---|---|---|
| SF 30 AMD 001.pdf | ||
| 6405 Trail bridge design_Final 011923.pdf | ||
| Combined SS_RFQ_ Trail Bridge Supplies.pdf |
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Text version
USFS Transportation Structures Timber Treatment Guidelines
Trail Structures 06/24/2022
Substructure/Piling/Retaining Walls/Cribbing – AWPA UC4C o Copper Naphthenate in hydrocarbon solvent A o CCA o Alternate oil‐based products when approved equal
Superstructure/Decks – AWPA UC4C o Copper Naphthenate in hydrocarbon solvent A o Alternate oil‐based products when approved equal
Timber Wearing Surface o If mechanical life < 10yrs, treatment not required (allows simplified disposal).
o If mechanical Life > 10yrs, treatment is required (increases the in‐place lifecycle) o If treated – AWPA UC4A, Either oil‐based or waterborne treatment options as below
Railing Posts/Rail Boards – AWPA UC4A. Rail posts can be oil‐based or waterborne.
o Copper Naphthenate in hydrocarbon solvent A o If Needed 3,4 ; Waterborne treatment where allowed, such as:
o Alkaline Copper Quat (formulation A, B, C, or D), Copper Azole (formulation B or C), or Micronized copper azole (formulation C) o Alternate oil‐based or waterborne products when approved equal
Hardware
Avoid use of lag bolts, use thru bolts where practical and at all connections subject to movement and vibration
Hardware through or into oil‐base treatment shall be hot‐dipped galvanized per ASTM A123.
Hardware through or into waterborne treatment shall be stainless or hot dip galvanized, per ASTM F593 or
ASTM A123; with wood screws and construction lags meeting ICC AC 257.
COMMENTARY
1. Projects in contact with marine or brackish water shall refer to Use Category 5 in AWPA book of standards.
2. All processing and use of treated timber shall follow WWPI BMP Guidance. Noted treatment‐levels are minimum and may furnish higher rating if approved.
3. Priority for treatment selection shall be for highest practical treatment level to protect the structure; in cases where significant high‐use pedestrian contact, Rail‐boards may be waterborne‐treated to no less than AWPA UC4A.
4. In cases with high‐use pedestrian contact and smell sensitivity projects using oil‐based preservatives; Industrial
Absorbent may be applied during construction as after‐coat to alleviate smells. (e.g., Ecosorb or approved equal)
5. Field‐treat all cuts, bores, holes and other alterations performed after pressure treating with 3‐ brush coats of
Copper Naphthenate, or AWPA M4.
6. Glued‐Laminated products shall be treated compatible with their manufacturing process.
7. Pentachlorophenol EPA registration is discontinued but remains allowable while supplies are available.
8. See also FPL General Technical Report No. 275 for availability and uses of treated timber alternatives.
9. Uses or products not covered within shall be reviewed with Regional Bridge Program Manager.
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