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Incidental Construction (600-699)

688MICROCOMPUTER SYSTEM

PA · 2026 Standard SpecificationsBook pages 753755View official source ↗

806.2( a) 806.2(b) Long -Term Temporary RECP (36 month Functional Longevity) Type Product and Material Description Slope Applications Channel Applications Machine Direction Tensile Strength (lb/ft)(1) Transverse Direction Tensile Strength (lb/ft) Material Thickness

(in)Ground

Coverage (%) Minimum Seed Germination Enhancement (%)(3) Minimum Weight Per Unit Area (oz /yd2)(4) Maximum Slope (H:V) Maximum Allowable C-Factor at Maximum Slope(5) Maximum Shear Stress (lb/ft2)(2) 4.A An open weave textile composed of processed slow degrading natural or polymer yarns or twines woven into a continuous matrix. 1:1 ≤ 0.05 ≥ 2.25 ≥ 100 ≥ 40 ≥ 0.20 ‐ ≤ 0.40 ≥ 50 200 ≥ 20.0 4.B An erosion control blanket composed of processed slow degrading natural or polymer fibers mechanically bound together between two slow degrading synthetic or natural fiber nettings to form a continuous matrix. 1:1 ≤ 0.05 ≥ 2.25 ≥ 100 ≥ 40 ≥ 0.20 ‐ ≤ 0.50 ≥ 50 ‐ ≤ 95 200 ≥ 8.0

(1)Tensile Strength machine direction according to ASTM D6818.
(2)The required minimum shear stress RECP (unvegetated area) can sustain without physical damage or excessive erosion (> 0. 5 inch soil loss) during a 30 minute flow

event in large-scale testing. An acceptable large -scale test method is ASTM D6460 or equivalent approved by the Representative.

(3)Seed Germination Enhancement according to ASTM D7322.
(4)Weight Per Unit Area: ASTM D6475 for Temporary Erosion Control Blankets.
(5)Cover -Factor (C -Factor) measured according to ASTM D6459. Permissible shear stress for Types 1.A and 2.A mulch control netting must be obtained with netting used

in conjunction with pre -applied mulch material.

(6)This value should represent the maximum gradient the product should be recommended for rainfall/slope application .
(b)Permanent Rolled Erosion Control Products (P ermanent RECPs). Permanent RECPs meeting the requirements of Table E and capable of

permanently reinforcing vegetation in applications where vegetation alone cannot provide sufficient protection against erosiv e forces. Provide manufacturer’s RECP specifications, product data sheets, and drawings. Submit for local approval by the Representative (i.e., at the Distric t or project level) as specified in

TABLE E Permanent RECP(7) Type Product and Material Description Slope Applications Maximum Slope (H:V) Channel Applications Test Unvegetated Shear Stress (lb/ft2)(,2,3,4) Channel Applications Test Vegetated Shear Stress (lb/ft2)(3,4,5,6) Seeding Emergence Typical (%)(3) Machine Direction Tensile Strength (lb/ft)(4,6) Transverse Direction Tensile Strength (lb/ft)(4,6) Material Mass / Unit Area (oz /yd2)(4) Thickness Typical (in)(4) UV Stability Typical (%)(4,6,7) 5.A Turf Reinforcem

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 753755 of 1,522.