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Incidental Construction (600-699)

617SLOTTED DRAINS

PA · 2026 Standard SpecificationsBook pages 548552View official source ↗

626.3(a) 626.4 replace with acceptable material. Scarify depressions and add acceptable material. Thoroughly compact entire gabion area and finish to a firm, even surface, free of vegetation, large stones, and other debris. Dispose of unsuitable or excess material.

(b)Geotextile. For channel lining or slope wall, place Class 4, Type A geotextile as specified in Section

212. For retaining walls, drape Class 4 , Type A geotextile over surface of gabions to receive backfill without stretching as indicated.

(c)Gabions.
1.Assembly.

1.a Woven Wire Gabion. Unfold and assemble woven wire gabion basket using interlocking fasteners or continuous tie wire lacing. Overlap ends of tie wire lacing equal to two loop coils to start next length of tie wire.

1.b Welded Wire Gabion. Unfold and assemble welded wire gabion basket using temporary or spiral fasteners. Place spiral fasteners and secure as indicated.

2.Placement of Gabions. Place assembled gabion baskets to the line and grade as indicated. Join

assembled gabion baskets using the type and number of fasteners or tie wire lacing indicated. Maintain shape and alignment of gabion baskets using standard fence stretcher, chain fall , or iron bar. Place cross ties as shown on Standard Drawings. Do not damage corrosion resistant wire mesh or fixtures. Fill Type A gabions by hand with coarse aggregate along all exposed faces for a uniform appearance. Fill Type B gabions by hand placement or use small power equipment to place coarse aggregate. Overfill gabion baskets approximately 1 1/2 inches and fasten lid to diaphragms, sides, and ends of gabion basket using tie wire lacing. When stacking of gabions is indicated, offset ends of individual gabion baskets from ends of gabion baskets on underlying course. Adjust size of gabion basket to provide offset.

3.Backfill. Backfill excavated areas around gabions with acceptable backfill material to the limits

shown on the plans. Place backfill material for each course of gabion baskets and compact before starting succeeding course. In areas inaccessible to self -propelled compaction equipment, place material in uniform loose layers of 4 inches maximum depth and compact using mechanical vibration tampers.

4.Acceptance. Correct a ny damage to gabions during construction at no cost to the Department, as

directed by the Representative. This includes broken wires, missing or damaged coatings, broken or cracked welds, or other damage resulting from installation of the gabions. Construc t gabions so that faces have a smooth, uniform appearance and are positioned at the proper lines, grades, and batter. Remove and replace gabions deemed unacceptable by the Representative.

626.4MEASURE

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 548552 of 1,522.