X hits on this document

124 views

0 shares

0 downloads

0 comments

27 / 44

ReCon “Series 50” Guide Specification

Note: This guide specification should not be included entirely “as-is”. Specification writers must edit areas in red which may or may not be relevant to a specific project or where mutually exclusive choices are referenced.

SECTION 323223 SEGMENTAL RETAINING WALL

1. PART 1 GENERAL 1.1. SUMMARY

A. Section Includes: Furnishing materials and labor required for the design and construction of a ReCon “Series 50” concrete segmental retaining wall.

B. Related Sections:

1. 2.

Section 312000

Earth Moving

Section 099313.13 Exterior Staining

  • 3.

    Section 099723

  • 4.

    Section 099623

Concrete and Masonry Coatings Graffiti-Resistant Coatings

    • 1.2.

      REFERENCES

      • A.

        Concrete Segmental Retaining Wall Units - American Society for Testing and Materials (ASTM)

        • 1.

          ASTM C-1372 Specification for Segmental Retaining Wall Units (Sections 7, 8 & 9)

      • B.

        Drain Pipe - American Society for Testing and Materials (ASTM):

        • 1.

          ASTM D-3034 Specifications for Polyvinyl Chloride Pipe (PVC)

        • 2.

          ASTM D-1248 Specifications for Corrugated Plastic Pipe

      • C.

        Geo-grid Reinforcements - Geosynthetic Research Institute (GRI) and American Society for Testing and Materials (ASTM):

        • 1.

          GG1 Geogrid Rib Tensile Strength

        • 2.

          GG2 Individual Geogrid Junction Strength

        • 3.

          GG4a Determination of the Long-Term Design Strength of Stiff Geogrids

        • 4.

          GG4b Determination of the Long-Term Design Strength of Flexible Geogrids

        • 5.

          ASTM D-4595 Tensile Properties of Geotextiles - Wide Width Strip

        • 6.

          ASTM D-5262 Unconfined Tension Creep Behavior of Geosynthetics

        • 7.

          ASTM D-5970 Deterioration of Geotextiles from Outdoor Exposure

        • 8.

          ASTM D-6706 Measuring Geosynthetic Pullout Resistance in Soil

      • D.

        Engineering Design - National Concrete Masonry Association (NCMA):

        • 1.

          NCMA Design Manual for Segmental Retaining Walls

        • 2.

          NCMA SRWU-1 Test Method for Determining Connection Strength of SRW

        • 3.

          NCMA SRWU-2 Test Method for Determining Shear Strength of SRW

      • E.

        Soils - American Society for Testing and Materials (ASTM):

        • 1.

          ASTM D-698 Laboratory Compaction Characteristics of Soil - Standard Effort

        • 2.

          ASTM D-4318 Liquid Limit, Plastic Limit and Plasticity Index of Soils

        • 3.

          ASTM D-422 Gradation of Soils

        • 4.

          ASTM D-424 Atterberg Limits of Soils

        • 5.

          ASTM D-G51 Soil pH

      • F.

        ReCon Construction Detail Drawings: www.reconwalls.com

        • 1.

          #100 Block Types

        • 2.

          #101 Typical Base Block Placement

        • 3.

          #102 Typical Maximum Gravity Wall Heights

        • 4.

          #103 Typical Geo-Grid Wall Cross Section

        • 5.

          #104 Typical Geo-Grid Orientation & Curved Walls

        • 6.

          #105 Typical Inside Radius – Full Block

        • 7.

          #106 Typical Outside Radius – Full Block

        • 8.

          #107 Typical Base Row Step Up

        • 9.

          #108 Typical Top of Wall Step Up

        • 10.

          #109 Typical Top of Wall Step Up – Alternative Placement

        • 11.

          #110 Typical Outside Corner Detail

        • 12.

          #111 Typical Inside Corner Detail

        • 13.

          #112 Outside Corner Details – Double & Single 90° Corners Abutting to Vertical Structures

        • 14.

          #113 Typical Guard Rail Detail

        • 15.

          #200 Capstone Unit Details

        • 16.

          #201 Step Block

        • 17.

          #300 Fence Block

        • 18.

          #301 Full-High Cap Block

Page 27

Document info
Document views124
Page views124
Page last viewedFri Dec 09 15:50:13 UTC 2016
Pages44
Paragraphs2544
Words14497

Comments