Fairbanks 12-1492 - 12-1496 A.A.R. Combination Railroad Track/MTS - Manual (Page 55)

04/12 55 50538 Rev. 7
Appendix II: Required at the Jobsite:
117 VAC Electric Power (Extension cords as needed)
Water
Suitable crane(s)
Rigging (I.E. Straps, 4 leg drops, etc.)
NOTE: The weight capacity of all lifting and rigging equipment must be suitable for their
intended use.
Appendix III: Materials:
Grout shall be precision, packaged dry, non-metallic, hydraulic, non-shrink, and non-gaseous.
Grout shall meet or exceed ASTM C-1107 and Corps of Engineers CRD-C621.
Grout shall be bleed free and attain a minimum of 8000 psi compressive strength in 28 days
at flowable consistency.
Grout MUST be mixed to a flowable consistency as specified by the grout manufacturer.
Quantity required will vary according to pier heights. Projected amount is 3 bags per load
cell base plate, and 2 bags per checking stand at 40lb per bag.
NOTE: Pier heights other that those indicated on the certified prints will affect the quantity
required.
Wood for forming base plates and checking stands. Select unfinished pine, 1 1/2" to 2” wide
X 12 feet long. Project quantity is one stick per base plate, and one stick per check stand.
Drywall screws suitable for constructing and securing wood forms.
50 lbs of welding rod, 1/8" X 14" rods, AC/DC, all purpose, Type 7014.
Wood blocking and cribbing material, suitable for supporting the weighbridge, and the 20 ton
jacks. Sufficient quantity to provide a safe, stable support from the pit floor to the bottom of
the main I-beams. Shipping weights for these scales range from 36,500 lbs to 50,000 lbs.
Materials and equipment for mixing the grout and water to a suitable consistency, and deliver-
ing it to each base plate and checking stand.
Grease: NLGI #2, Water resistant, Anti-wear Grease such as CRC Super White.