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Geotextiles in Embankment Dams - Association of State Dam Safety ...

Geotextiles in Embankment Dams - Association of State Dam Safety ...

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1. Cover material depth required for equipment travel over geotextile,m<strong>in</strong>imum: 13 [__] <strong>in</strong>ches.I.14 [Place cover material with low ground pressure (LGP) wide trackcrawler type dozer.1. Ground pressure, maximum: 5 lb /<strong>in</strong> 2 .2. Ma<strong>in</strong>ta<strong>in</strong> 1.5 feet <strong>of</strong> cover material under LGP tracks dur<strong>in</strong>gplacement.3. Ma<strong>in</strong>ta<strong>in</strong> maximum <strong>of</strong> 1.5 feet <strong>of</strong> push height on dozer blade whenspread<strong>in</strong>g material on slope areas.4. Push cover material upslope.]J. Drop height <strong>of</strong> cover material on to geotextile, maximum: 15 [ ].K. Cover geotextile with<strong>in</strong> 14 days after geotextile placement.1. If cover<strong>in</strong>g geotextile with specified material is not possible with<strong>in</strong>14 days, protect exposed geotextile with suitable cover approvedby the Government.2. Replace geotextile not protected.L.16 [Compact fill aga<strong>in</strong>st geotextile <strong>in</strong> accordance with Section 02302 -Compact<strong>in</strong>g Earth Materials.]3.03 SEAMINGA. Jo<strong>in</strong> adjacent sheets <strong>of</strong> geotextile by 17 [overlapp<strong>in</strong>g, sew<strong>in</strong>g, or thermalweld<strong>in</strong>g].B. Overlapped seams:1. Overlap m<strong>in</strong>imum: 18 [ ].2. Upstream/upslope roll placed over the downstream/downslope roll.3. Weight or p<strong>in</strong> on 3-foot centers to secure the overlap dur<strong>in</strong>gplacement <strong>of</strong> cover material.a. Do not use p<strong>in</strong>s when <strong>in</strong>stalled over geomembrane.13 Insert depth <strong>of</strong> cover material required14 Include when equipment travel required over geotextile to place cover material.15 Specify drop height depend<strong>in</strong>g on construction conditions. Typical values are 1 foot, 2 feet, or3 feet.16 Include when cover material is required to be compacted. M<strong>in</strong>imum density for geotextilecover material is <strong>of</strong>ten not required.17 Select type <strong>of</strong> seam<strong>in</strong>g to be allowed.18 Specify overlap depend<strong>in</strong>g on subgrade firmness. Typical values are 12 <strong>in</strong>ches, 24 <strong>in</strong>ches, or 36<strong>in</strong>ches.

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