P03_SD_CS-08_Rock_Riprap_and_Bedding_2022.docx

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NRCS South Dakota Easement Restoration IDIQ
Solicitation number
12FPC124Q0011
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This document is a Construction Specification for the Natural Resources Conservation Service (NRCS) in South Dakota, detailing the requirements for rock riprap and bedding materials to be used in a federal contract opportunity.

The key details include the required characteristics of the rock riprap, including size, gradation, and material composition. It also specifies the requirements for sand, gravel, and geotextile filter materials. The document provides guidance on subgrade preparation, placement methods for the rock riprap, and the use of filter layers or geotextiles. Specific requirements are provided for both equipment-placed and hand-placed rock riprap.

The related federal contract opportunity is for Easement Restoration and Emergency Watershed Protection services for the NRCS in South Dakota. The solicitation number is 12FPC124Q0011, with quotes due on 5/20/2024 and questions due on 5/10/2024. The contracting agency is the Department of Agriculture Under Secretary for Farm Production and Conservation.

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Natural Resources Conservation Service

Construction Specification SD-08 Rock Riprap and Bedding

Scope The work shall consist of furnishing and installing loose rock riprap revetments and blankets, including filter layers, bedding, or geotextiles as shown on the drawings.

Materials Rock Riprap Individual rock fragments shall be dense, hard, durable, and free from cracks, seams, and other defects conductive to accelerated weathering. Except as otherwise specified, rock fragments shall be angular or sub-rounded. The least dimension of an individual rock fragment shall be not less than one-third the greatest dimension of the fragment. ASTM D4992 provides guidance on selecting rock from a source.

Rock that fails to meet the above requirements will be accepted only if similar rock from the same source has been demonstrated to be sound after three years of exposure to conditions similar to conditions where the riprap is to be placed.

Specify the rock riprap class on the construction drawings. The rock shall conform to one of the sizes listed in Table 1 or another size listed on the construction drawings. Sand, rock fines, and dirt shall be less than five percent of the total weight of the riprap.

Table 1: SD DOT rock riprap sizes based on a specific gravity of 2.65 and spherical shape.

SD DOT Rock Riprap Size

Riprap Class
Rock Size (Ft)
Rock Size (In.)
Rock Size (lbs)
% Smaller Than
A
1.3
16
200
100
0.95
11
75
50
0.4
5
5
10
B
1.8
22
500
100
1.3
16
200
50
0.4
5
5
10
C
2.25
27
1000
100
1.8
22
500
50
0.95
11
75
10
D
2.85
34
2000
100
2.25
27
1000
50
1.8
22
500
10

Sand, Gravel Filter Filter aggregates shall be sand, gravel, crushed stone, or mixtures thereof. Aggregates shall be composed of clean, hard, durable mineral particles free of organic matter, clay balls, soft particles, or other substances that would interfere with free-draining properties of the aggregates.

Not more than 5 percent of the material of the material may be limestone and not more than 15 percent may be flat, elongated particles.

Except as otherwise shown on the drawings, the aggregate shall meet the following gradation requirements in Table 2 after placement.

Table 2: Filter material sizing.

Filter Aggregate Size
Percent Finer by Weight
3”
100
1”
90 to 100
#4
50 to 85
#50
10 to 40
#200
0 to 5

Geotextile Geotextiles shall conform to the Material Specification SD-592, Geotextile. The geotextile fabric shall be protected from moisture, dust, dirt, debris, and ultraviolet light prior to installation.

Subgrade Preparation Subgrade surfaces on which riprap, filter, bedding, or geotextile will be placed shall be cut or filled to the lines and grades shown on the drawings. When fill to subgrade lines is required, it shall consist of approved materials and shall conform to the requirements of the specified class of fill.

Riprap, bedding, or geotextile shall not be placed until the foundation preparation is completed and the surfaces have been inspected and approved by the Natural Resources Conservation Service (NRCS) inspector.

Equipment-placed Rock Riprap Rock riprap shall be placed by equipment on the surface and to the depth specified. It shall be installed to the full course thickness in one operation and in a manner as to avoid serious displacement of the underlying material. The rock shall be delivered and placed in a manner that ensures the riprap in place is reasonably homogenous with the larger rocks uniformly distributed and firmly in contact one to another and with the smaller rocks and spalls filling the voids between the larger rocks. Some hand placing may be required to provide a neat and uniform surface.

Rock riprap shall be placed in a manner to prevent damage to structures. Hand placing is required as necessary to prevent damage to new and existing structures.

Hand-placed Rock Riprap The rock riprap shall be placed on the surface and to the depth specified. It shall be securely bedded with the larger rocks firmly in contact one to another without bridging. Spaces between the larger rocks shall be filled with smaller rocks and spalls. Smaller rocks shall not be grouped as a substitute for larger rocks. Flat slab rock shall be laid on its vertical edge except where it is laid like paving stone and the thickness of the rock equals the specified depth of the riprap course.

Filters, Bedding, or Geotextiles When the drawings specify filters, bedding, or geotextile beneath the rock riprap, the designated material shall be placed on the prepared subgrade surface as specified. Compaction of filter or bedding aggregate is not required, but the surface of such material shall be furnished reasonably smooth and free of mounds, dips, or windrows.

Where drawings require geotextiles beneath riprap, the geotextile shall be laid on the prepared subgrade surfaces with no folds or ripples. The geotextile fabric should be in direct contact with the subgrade surface and secured to prevent displacement. Except as otherwise specified, the fabric should be placed parallel to stream alignments and perpendicular to lake shorelines. Except as otherwise specified, the geotextile splices shall overlap at least 18 inches, or shall be sewn following the geotextile manufacturer's recommendations. Anchoring pins shall be placed as recommended by the geotextile manufacturer except as otherwise specified.

NRCS, SDCONSTRUCTION SPECIFICATION SD-08 – Page 2 of 2October 2022
NRCS, SDCONSTRUCTION SPECIFICATION SD-08 – Page 1 of 4October 2022

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