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General Provisions (00100-00999)

243907 — Piles and Piling

MD · 2025 Standard SpecificationsBook pages 966966View official source ↗

2025 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS CATEGORY 900 MATERIALS SECTION 907 — PILES AND PILING

907.01 Timber Piling

M 168.

907.01.01 Resin and Fiberglass Caps for Timber Pile Heads. Meet the following:

PROPERTY SPECIFICATION LIMITS TEST METHOD MOISTURE INSENSITIVE RESIN Tensile Strength, psi, min 5000 D638 Tensile Elongation, % min 0.05 D638 Compressive Strength, psi min 9000 C109 Abrasive Resistance, *l/mil min 60 D968 WOVEN GLASS CLOTH Weight, oz/yd2 min 9 — Type Volan A — *liters (l) of fine aggregate per mil thickness of resin

907.02 Steel Pipe Piles

A252, Grade 2.

907.03 Steel Bearing Piles

A36, including all splice material.

907.04 Steel Sheet Piles

A328. Sheet pile accessories A36. High strength bolts 909.07.

907.05 Welding Materials

AASHTO/AWS D1.5. 908 — REINFORCING STEEL CATEGORY 900 MATERIALS SECTION 908 — REINFORCING STEEL

908.01 Deformed Reinforcement

A615, Grade 60 or A706, Grade 60. Use A706 Grade 60 when welding of the reinforcement is required. Deformed bars shall be epoxy powder coated as specified in 917.02.

908.02 Plain Reinforcement

A615, Grade 60. Bars used as ties in Portland cement concrete pavement expansion and contraction joints shall be plain round steel bars unless otherwise specified. Bars shall be epoxy powder coated as specified in 917.02. Bars used for traverse joints shall not exceed the maximum pullout strength according to M 254.

908.03 Stainless Steel Bars

A276, Type SM-29. Stainless steel bars may be used in lieu of epoxy powder coated plain bars. Deformed stainless steel bars shall meet A615 for cross sectional area and deformations.

908.04 Sleeves for Dowel Bars In Pavement Expansion

JOINTS Sleeves for dowel bars shall be sheet metal and capable of fitting over 2 ± 1/4 in. of the bar. Sleeves shall have a closed end with a stop to hold the end of the sleeve a minimum distance of 1 in. from the end of the dowel bar.

908.05 Welded Steel Wire Reinforcement, Plain

A1064. Reinforcement shall be furnished in flat sheets.

908.06 Welded Steel Wire Reinforcement, Deformed

A497.

908.07 Welded Deformed Steel Bar Mats

A184. 2025 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS

Source: Maryland Standard Specifications for Construction and Materials, 2025 Edition. Pages 966966 of 1,113.