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Division 200 — Earthwork and Roadside Developement

217Ditch Liner

MS · 2017 Standard Specifications✓ Full text on BuildSpecBook pages 156–156 Save this section

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SECTION 217 - DITCH LINER

217.01 Description. This work consists of furnishing, placing, and maintaining a ditch

liner of jute mesh, excelsior blanket, erosion control blanket or erosion control fabric on seeded, or other designated areas in acco rdance with the plans and specifications. Asphalt-coated fiber glass roving meeting the requirements of Section 218 may be substituted for ditch liner. Any substituted fiber glass roving will be measured by the square yard and paid at the contract bid price for ditch liner.

217.02 Materials. The type of material used for the ditch liner shall be at the option of

the Contractor unless otherwise specified. Jute mesh, excelsior blanket, erosion control blanket and erosion control fabric shall meet the requirements of Subsection 715.09.

217.03 Construction Requirements.

217.03.1 General. The areas to be covered shall be prepared, fertilized, vegetated and

left in a smooth uniform condition, free of stones, lumps, roots or other material that will prevent the ditch liner from being in contact with the underlying soil. Immediately following the planting operation, the ditch liner shall be installed by unrolling it in the direction of water flow and draping it loosely, without folds or stretching, so that continuous ground contact is maintained. The mulch material shall be omitted from areas receiving the ditch liner. When two or more strips are required to cover a ditch area, the longitudinal laps shall be a minimum of four inches with the upgrade width on top. Transverse laps shall be a minimum of 12 inches with the upgrade section on top. The end of the material at the beginning and ending of each area to be covered shall be folded and placed in a vertical anchor trench at least six inches deep, and stapled in the trench on six-inch centers, backfilled, and tamped. When directed, edges subject to scour shall be buried similarly. On the upgrade end, reinforce with a row of staples on six-inch centers about one foot below the anchor trench. All transverse laps shall be stapled on

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Source: Standard Specifications for Road and Bridge Construction, 2017 Edition. Pages 156–156 of 1,113. View official source ↗

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