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General

218to the department. Prior to installation, smooth the subgrade to remove ruts, depressions,

WY · 2021 Standard SpecificationsBook pages 00View official source ↗

or humps. Ensure the surface is free of objects that might tear or puncture the geomembrane.

Do not use pegs or pins to hold membrane in place. Place cover material over membrane daily. Equipment may run—but not turn—directly on membrane when placing membrane or cover material.

Replace membrane damaged after installation because of construction activities, at no additional cost to the department. 4 When required by the engineer, prepare the subgrade with smooth drum roller passes

prior to membrane placement. 218.4.2.3 Trenches 1 For vertical installation in trenches, use backfill from the trench excavation and place to

prevent damage to the membrane. For backfill that will come in direct contact with the membrane, provide material that is approved by the engineer before use and is free of objects that might puncture or tear the membrane. Backfill the trench immediately after placing the membrane. Compact and finish backfill in accordance with Subsection 203.4.3, Embankment and Cut Areas with Moisture and Density Control.

218.5MEASUREMENT and PAYMENT

218.5.1 General 1 The engineer will measure Impermeable Plastic Membrane by the square yard [square

meter] of surface area, including vertical surfaces in trenches, with no allowance for overlaps.

The department will pay as follows: Pay Item

Pay Unit

Impermeable Plastic Membrane

SY [m2]

Measure to the Nearest 0.1 ft [0.5 m]

Pay to the Nearest SY [m2]

218.5.2 Referenced Sections for Direct Payment 1 When specified, the engineer will measure and pay for Crushed Base in accordance

with Section 301, Aggregate Subbase, Base Courses, and Bed Course Material.

204

Rockfall Mesh

219.1DESCRIPTION

1 This

section describes the requirements for furnishing and installing anchors and rockfall mesh on finished backslopes.

219.2MATERIALS

1 Provide materials in accordance with the following:

Materials

Subsection

Anchors Hardware Lacing and Fasteners Non-shrink Grout Rockfall Mesh Wire Rope

822.3 822.6 822.2 822.4 822.1 822.5

Provide mesh in an industry-standard color.

219.3EQUIPMENT—Vacant

219.4CONSTRUCTION

219.4.1 General

Submittals: Submit the following to the engineer at least 10 working days before beginning work:

1.One 2 ft x 2 ft [0.6 m x 0.6 m] sample each of the type of rockfall mesh and hardware

to be used, taken from normal stock of the manufacturer. Submit the samples with mill reports indicating tensile yield point, where applicable, and the tensile and punching tests of the rockfall mesh. Submit a color sample of the rockfall mesh to the engineer for final approval.

2.Certificates stating that samples for testing are from normal stock, which will be

used on the project

3.Test results showing the mesh meets the requirements of Table 2 in ASTM A975

for minimum strength of PVC and metallic coated gabion materials.

205

Rockfall Mesh

Source: Wyoming Standard Specifications for Road and Bridge Construction, 2021 Edition. Pages 00 of 771.