860.1 860.2(c)
860.1DESCRIPTION —This work is the furnishing, installing, maintaining , and removal of storm inlet
protection of the type indicated .
860.2MATERIAL —
Property Test Method Units Value * Grab Tensile Strength ASTM D 4632 lbs 300 Grab Tensile Elongation ASTM D4632 % 15-50 Seam Strength ASTM D4632 % 90 Puncture Resistance ASTM D4833 lbs 120 Mullen Burst Strength ASTM D3786 psi 800 Trapezoidal Tear Strength ASTM D4533 lbs 120 UV Resistance ASTM D4355 % @ 150 hrs 80 Apparent Opening Size ASTM D4751 Sieve No. 40 Flow Rate ASTM D4491 gal/min/sf 40 Permitivity ASTM D4491 Sec -1 0.55 * The numerical values indicate minimum average roll value (MARV).
project -specific, local approval by the Representative (i.e. at the District or project level) as specified in
3.a Wire Mesh, Galvanized, No. 11 gage, 0.25 inch maximum opening. Section 626.2(c)1 OR
3.b Plastic Mesh, 0.25 inch maximum opening.
2.a Wire Mesh, Galvanized, No. 11 gage, 0.25 inch maximum opening. Section 626.2(c)1 OR
2.b Plastic Mesh, 0.25 inch maximum opening.
860.2(d) 860.4(c)
• Embankment . Section 206.2 (a)
• Sandbags . Provide sandbags as indicated, directed and approved by the Representative .
860.3CONSTRUCTION —As shown on the Standard Drawings, at the location indicated or directed, and
as follows:
downstream earthen or sandbag berm as indicated and directed. Inspect bag after each runoff event to ensure that the bag continues to function properly. Replace or remove and clean bag when sediment has accumulated to 1/3 full or when flow capacity has been reduced so as to cause flooding or bypassing of the inlet. Upon final stabil ization of tributary area , when directed, remove bag and downstream earthen or sandbag berm in a manner satisfactory to the Representative.