The curves and/or data shall clearly indicate the stress at 1% strain and the modulus of elasticity. [This specification has been prepared for modification and use in the specifying of Geofoam for highway embankments and related uses. 7.06 Because of the light unit-weight of the geofoam fill, it is the Contractor's responsibility to provide temporary weighting and/or guying as necessary until all the blocks are built into a homogeneous mass, and the pavement section as well as any soil cover are in place. They can be deleted as necessary. ASTM D6817 - Standard Specification for Rigid Cellular Polystyrene Geofoam. Material (including physical properties), 3. Long-term stable R-Value, excellent dimensional stability, compressive strength and water resistant properties. Click to enable/disable Google reCaptcha. Approved Material: Insulfoam Manufacturing Facility, Headquarters, 19727 57th Avenue. 7.09 During placement of the load distribution slab over the top surface of the Geofoam fill it is permissible to use rebar supports to support the reinforcing steel during concrete placement. 3.03 The Engineer has the right to randomly sample the manufacturing plant. Stable R-Value over its entire service life. Product Data: Submit manufacturer's product data and technical bulletins including materials, profiles, physical properties, and accessories for each product to be used, including: Preparation instructions and recommendations. Click to enable/disable _gid - Google Analytics Cookie. 8.1 Availability - The GeoFoam materials covered by this specification are commonly available in the size range shown in Table II. There are components in this specification that may not be relevant for particular jobs.
endobj
At 25 degrees F (minus 3.9 degrees C): 5.1. Sampling and Testing, 4. EPS Geofoam: Provide EPS geofoam, structural geotechnical engineering fill blocks, as manufactured by Shelter Enterprises Inc. in locations and configurations as shown on the drawings, and to meet the following properties: EPS 15, 1.0#, Type I in accordance with ASTM D6817: Minimum Density: 0.90 pounds per cubic foot (14.4 kilograms per cubic meter). %PDF-1.6
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We are Southern Californias leading distributor of Geofoam manufactured by PAG Foam. tQ>At7$$JBo31yczN0g "9^+bT }@L7 a"%rhqL$kE48Mqo"t8ELGl,m";J E^at}
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Geofoam blocks with excessive damage (i.e. The following cookies are also needed - You can choose if you want to allow them: You can read about our cookies and privacy settings in detail on our Privacy Policy Page. Flexural Strength per ASTM C203: 140 psi minimum. Concrete forms made of EPS29 can withstand a concrete pour height of 8' to 10' with no deformation depending upon rate of pour. Subgrade Preparation, 7. Install in accordance with the manufacturer's current published instructions, and details and drawings issued for the project. Do not use where combined loads will exceed 1570 pounds per square foot with a safety factor applied. Click to enable/disable essential site cookies. hbbd```b``:"d;dmWv>0~ _[$! Water Vapor Permeability: per ASTM E96: 3.1 maximum permeability per inch. At 10% Deformation: Minimum 29.0 psi, 4180 psf (200 kPa). 1.2 This specification does not cover the layout, placement and workmanship for proper installation and performance of GeoFoam. 
Section 32 39 33 - Artificial Rock Fabrications. 10.2 Weight - determine the weight of selected full size units in accordance with Test Method D-1622 or as specified.
2.02 Geofoam may be fabricated using material with recycled content provided the physical properties of Table 1 are met. 5.02 The Contractor shall protect the Geofoam blocks from: (1) Organic solvents such as acetone, benzene, and paint thinner; (2) Petroleum based solvents such as gasoline and diesel fuel; (3) Open flames. 6.1 GeoFoam shall be of uniform density and free of continuous voids. PK ! We may request cookies to be set on your device. Additional field and/or shop trimming and cutting will be required as necessitated by the geometry of the fill being constructed. No thermal drift. Check to enable permanent hiding of message bar and refuse all cookies if you do not opt in. Approved for use in certain NFPA 285 wall assembles. Environmentally Friendly. %
C-203 Test Methods for Breaking Load and Flexural Properties of Block Type Thermal Insulation, C-390 Criteria for Sampling and Acceptance of Preformed Thermal Insulation Lots, C-578 Standard Specification for Rigid Cellular Polystyrene Insulation, D-1621 Test Method for Compressive Properties of Rigid Cellular Plastics, D-1622 Test Method for Apparent Density of Rigid Cellular Plastics. You always can block or delete cookies by changing your browser settings and force blocking all cookies on this website. Proposed placement methods. f?3-]T2j),l0/%b Jesse Moreno jesse@foamconcepts.net office:(714) 693-1037 cell: (714) 863-9452, Steve Ross Steve@foamconcepts.net office:(714) 693-1037, Foam Concepts, Inc. 4729 E Wesley Drive Anaheim, CA 92807 Toll Free: (888) 693-1037 geofoam@foamconcepts.com, Hours of Operation Mon to Fri: 7:00 AM4:00 PM Saturday: Closed Sunday: Closed. 6.2 Dewater site as required. hb```c``*d`a`x "@QS Certificates: Submit independent third party product certificates signed by manufacturer to demonstrate materials comply with specified performance requirements and ASTM D6817. pr. Type I, II, VIII, IX, XI - alternate EPS type designation as per ASTM C-578 and Table 1 of this specification. 
1.4 This specification does not purport to address all of the safety concerns, if any, associated with its use. 7.03 The finished surface of the Geofoam on side slopes that receive soil cover shall be constructed to within a tolerance of plus 90 mm (0.30 ft) to minus 90 mm (0.30 ft) of the indicated grade. Buoyancy Force: 61.1 pounds per cubic foot (980 kilograms per cubic meter). PART 8 CONNECTORS
8.01 Connectors shall be galvanized steel multi-barbed connectors or a urethane adhesive. The values obtained by the oxygen index test (See Table I, and Section 10.2) do not necessarily indicate or describe the fire risk of the materials and are used in this specification primarily to distinguish between GeoFoam formulated with flame retardants and those not so formulated. "Q&|ddl~(+C8hX%4n/urIWQ-/MLbpa5.G9_gV^&}[BO"
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6.1 Clear and grub site. 10.1 Sampling - unless otherwise specified in the purchase order or contract, the material shall be sampled in accordance with Criteria C-390. At 1% Deformation: Minimum 15.0 psi, 2160 psf (103 kPa). Connectors, 9. 1.3 GeoFoam shall be protected from certain chemicals, fire sources, extended exposure to sunlight, and concentrated loads. <>
13.1.4 Weight, and Lot number, to include resin source and type. Contains no formaldehyde or ozone-depleting HCFCs. eifs shapes precoated flats architectural
The latest edition of the referenced American Society of Testing Materials (ASTM) publication shall govern. Payment] PART 1 GENERAL DESCRIPTION 1.01 This work shall consist of furnishing and placing expanded polystyrene, referred to in this specification as EPS Geofoam fill, in accordance with the details shown in the plans, these specifications, Division 31 Earthworks Sections, or as directed by the engineer. 5.04 Any damage to the Geofoam blocks resulting from the Contractors vehicles, equipment or operations, shall be replaced by the Contractor. Density, compression and geometry (dimensional tolerances) testing shall be conducted using 50.8 mm (2) cubes cut from representative blocks. ASTM-C-578). E., Puyallup, WA 98375, Phone: 253-248-5995 Fax: 253 383-7100. Graphite Enhanced Polystyrene (GPS) SelterFoam. In order to avoid continuous joints, each subsequent layer of blocks shall be rotated on the horizontal plane 90 degrees from the direction of placement of the previous layer placed. x\ms|:{LfdIvVjM3I?"(Hlw= @f:S xwM/_?o./7/_~+OV*U6K=d{O^5-+uHL=-x\Yn#xQFg*,= M3A8!__5%0?,"kt8+hDX. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 10.4 Density - compute the density of test samples in accordance with Test Method D-1622. Compressive Strength at 10 percent deformation per ASTM D1621: 100 psi. Foam Concepts, Inc. exclusive distributor of Geofoam manufactured by PAG Foam. Geofoam blocks not meeting the damage criteria may be cut to eliminate the excessive damage and the remaining, undamaged, portion of the block may be used within the fill, provided the undamaged portion of the block meets all other design requirements. Connector Plates: Provide manufacturers BLOK-LOK Connector Plates to restrain geofoam from lateral movement. But this will always prompt you to accept/refuse cookies when revisiting our site. Section 31 32 13.13 - Asphalt Soil Stabilization. 7.1.2 Dimensional tolerances are described in Section 8, or as specified. Submittals, 5. General Description, 2. <>>> 2 0 obj No thermal drift. At 10% Deformation: Minimum 10.2 psi, 1470 psf (70 kPa). 10.3 Dimensions - verify specified dimensions and tolerances, as prescribed in Test Method D-1622 and section 8.2 of this specification. PART 5 PROTECTION 5.01 The Contractor shall prevent damage to the Geofoam blocks during delivery, storage, and construction. Water Absorption, Maximum Total Immersion: 4 percent. A u H '@ " oE E 0 F I@ f K f K D A f A 6 6 6 E E f 6 6 6 F K 6 6 6 6 6 6 6 6 6 . Buoyancy Force: 59.5 pounds per cubic foot (950 kilograms per cubic meter). [Editorial Note: If a load distribution slab is not utilized edit out the following.] ShelterFoam GPS: High-performance, closed cell, lightweight, mold and mildew resistant expanded polystyrene material used as rigid thermal insulation. Where the total volume to be supplied amounts to 150 units or less, either a third party certificate or tightened inspection criteria of C-390 should be used as a basis for acceptance. 4.1 This classification covers commonly manufactured types of GeoFoam as provided in Table 1. The location and type of connectors. We provide you with a list of stored cookies on your computer in our domain so you can check what we stored. It is the responsibility of the user to establish appropriate safety and health practices and to determine the applicability of specific regulatory limitations prior to use. [Editorial Note: Insert the appropriate section number in the preceding reference] PART 7 PLACEMENT 7.01 EPS Geofoam fill shall be placed to the lines and grades shown in the plans and as directed by the Engineer. Store and handle materials in accordance with the manufacturers instructions to avoid damage. 9.1 Defects - GeoFoam shall have no defects that will adversely affect its service and workability qualities. Manufacturer must also have a UL classification in category BRYX. Mold and Mildew Resistant: Does not support mold or mildew growth, Water Resistant and Closed Cell Foam: Breathable. Color: Silver-Gray color, due to the high purity graphite that is contained within the polymer intercellular substance of the foam board. . At 10% Deformation: Minimum 40.0 psi, 5760 psf (276 kPa).
5.05 Damage to Geofoam shall be corrected as follows: Slight damage less than .0283 m3 (1 ft3) may be left in place as is. 3.2. The manufacturer or supplier shall have the right to re-inspect a rejected shipment and resubmit selected units for acceptance under tightened inspection. Position the next foam block as specified and seat firmly before placing subsequent blocks. Do not begin installation until substrates have been properly prepared. E. Puyallup, WA 98375 800.248.5995 HYPERLINK "http://www.Insulfoam.com" www.Insulfoam.com HYPERLINK "mailto:geofoam@Insulfoam.com" geofoam@Insulfoam.com Specification for Insulfoam GF (Geofoam) [Items in italics are editorial comments that need to be removed when the specification is edited.] Qualification Data: Submit manufacturer and installer qualifications. Blocks in conformance with contract requirements can be used to make required fills. Expanded polystyrene (EPS) geofoam has been used as a geotechnical material since the 1960s. 8.02 Install a minimum of 2 connectors for each 1.22 m (4 ft) x 2.44 m (8 ft) section of Geofoam material or as shown on plans or directed by the Engineer. 4.04 The Certificate of Compliance shall include current inspection reports showing that the Geofoam manufacturer is in compliance with a UL follow-up service program for both flame and physical properties. As a lightweight fill, EPS geofoam reduces the loads imposed on adjacent and underlying soils and structures. TABLE 1: Physical Properties of EPS Geofoam TYPE - ASTM D6817EPS12EPS15EPS19EPS22EPS29EPS39EPS46Density, min., kg/m 3, ( lb/ft3 )11.2(0.70)14.4(0.90)18.4(1.15)21.6(1.35)28.8(1.80)38.4(2.40)45.7 (2.85)Compressive Resistance@ 1% deformation, min., kPa (psi)15(2.2) 25(3.6) 40(5.8) 50(7.3) 75(10.9) 103(15.0) 128 (18.6) Flexural Strength min., kPa (psi)69(10.0)172(25.0)207(30.0)276(40.0)345(50.0)414(60.0)517 (75.0)Elastic Modulus, min., kPA (psi)1500 (220)2500 (360)4000 (580)5000 (730)7500 (1090)10300 (1500)12800 (1860)Oxygen Index, min.,volume %24.024.024.024.024.024.024.0Geofoam should be considered combustible and should not be exposed to open flame or any source of ignition. 9.2 Aerial defect - damage to load bearing GeoFoam surfaces shall be limited to less than 20 percent of the equivalent load bearing surface area of a single block. Water Absorption, Maximum Total Immersion: 2 percent. 8. Specific design considerations with GeoFoam may include strength, deformation, thermal conductivity and buoyancy. At 10% Deformation: Minimum 16.0 psi, 2300 psf (110 kPa). > W Y V JA bjbjPP : : 59 . Measurement, 10. More than 118 million pounds of EPS were recycled during calendar year 2016. You are free to opt out any time or opt in for other cookies to get a better experience. Water-Resistant. <> Note that blocking some types of cookies may impact your experience on our websites and the services we are able to offer. They seem to always deliver when I'm in a crunch and don't have the luxury of time. These cookies are strictly necessary to provide you with services available through our website and to use some of its features. Each connector shall have a lateral holding strength of at least 27.22 kg (60 lbs) when tested with an EPS15 Geofoam. These cookies collect information that is used either in aggregate form to help us understand how our website is being used or how effective our marketing campaigns are, or to help us customize our website and application for you in order to enhance your experience. At 1% Deformation: Minimum 7.3 psi, 1050 psf (50 kPa). 5.1 Acquisition documents shall specify the following: 5.1.1 The applicable specification. Buoyancy Force: 60.0 pounds per cubic foot (960 kilograms per cubic meter). 5.03 Placement of embankment soil cover material will require special procedures and careful selection of appropriate construction equipment to prevent damage to the Geofoam fill. All blocks shall be within tolerances of 0.5% of respective height, width and length dimensions. Verify engineered depths, product thicknesses, and other conditions which would affect installation. geofoam 7. 9.4 UV degradation - pressure washing may be used to remove discoloration and dusting of GeoFoam caused by extended exposure to sunlight and to restore interface friction strength, if required. Due to security reasons we are not able to show or modify cookies from other domains. Standards Compliance: Recognized by the International Code Council Evaluation Service (ICC-ES). Manufacturing quality control data and product validation test results shall be retained for review and inspection as required. N _rels/.rels ( j0@QN/c[ILj]aGzsFu]U ^[x 1xpf#I)Y*Di")c$qU~31jH[{=E~ (Ex. The structure of this specification is in ten sections: 1. PART 4 SUBMITTALS 4.01 Prior to the start of work the Contractor shall submit for approval the following: A plan sheet showing a profile and section view of the proposed embankment. eps geofoam production AiTR=:82Ba^eC8?>-*WrILK[Rgx@e[r|X1JLm_[4w5?&{i(. Flexural Strength per ASTM C203: 25.0 psi minimum. Unless the project dictates otherwise, the blocks shall have a height of at least .91 m (36 inches), a width of at least 1.22 m (48 inches), and length of at least 2.44 m (96 inches). 5.1.2 Type as per Table I. (Ex. This figure includes 63 million pounds of post-consumer packaging and 55.7 million pounds of post-industrial recovery. Post-consumer is defined as any material that is recycled after its intended end-use while post-industrial recovery includes EPS facility scrap that is recycled but never served its intended purpose as a packaging material or other end-use application. At 1% Deformation: Minimum 5.8 psi, 835 psf (40 kPa). ShelterFoam 100: High-performance high-density insulation consisting of a superior closed-cell, lightweight and resilient expanded polystyrene (EPS). Nominal Density (description /classification name) per ASTM C303: 1.00 lb/ cu ft (16.0 kg/cu m). We use cookies to let us know when you visit our websites, how you interact with us, to enrich your user experience, and to customize your relationship with our website. Water Vapor Permeance per ASTM E96: 2.5 maximum. At 10% Deformation: Minimum 19.6 psi, 2820 psf (135 kPa).
The leveling pad material shall be sand, pea gravel or any locally available permeable material approved by the Engineer of record. 2.04 Each Geofoam block shall be marked with the manufacturers identification, and type. 7.05 Blocks shall be cut using a hot wire. Water Absorption by total immersion per ASTM C272: 1.1 percent by volume, maximum. EPS 29, 2.0#, Type IX in accordance with ASTM D6817. Sheet Thickness: As detailed on the drawings. Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. EPS 19, 1.25#, Type VIII in accordance with ASTM D6817: Minimum Density: 1.15 pounds per cubic foot (18.4 kilograms per cubic meter). All rights reserved. 7.1 Inspection Requirements for on site quality assurance: 7.1.1 Minimum density shall be in accordance with Table 1, or as specified. Click to enable/disable Google Analytics tracking. Conductance per Inch: per ASTM C518 or ASTM C177, At 25 degrees F ( degrees C): 0.196 BTU/hr sq ft F, At 40 degrees F ( degrees C): 0.198 BTU/hr sq ft F, At 75 degrees F ( degrees C): 0.217 BTU/hr sq ft F, R-Value Resistance: per ASTM C518 or ASTM C177. Protection (including criteria for acceptable damage), 6. Physical Requirements - as given in Table 1 and 2. Acceptable Manufacturer: Shelter Enterprises, Inc., which is located at: 8 Saratoga St.; Cohoes, NY 12047; Toll Free Tel: 800-836-0719; Tel: 518-237-4100; Fax: 518-237-0125; Email: Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements. EPS 39, 2.5#, Type XIV in accordance with ASTM D6817: Minimum Density: 2.40 pounds per cubic foot (38.4 kilograms per cubic meter). 13.1 The following shall be marked on each unit of product: 13.1.3 ASTM-C578 type numbers (See Table I). At 5% Deformation: Minimum 43.5 psi, 6260 psf (300 kPa). It is a manufactured in block form and meets ASTM D6817, Standard Specification for Rigid, Cellular Polystyrene Geofoam. EPS Geofoam is available in a range of Types to provide control of structural integrity and cost effectiveness. In addition, computer generated stress-strain data and the accompanying curves shall be produced from compressive testing and supplied to the Engineer. Because these cookies are strictly necessary to deliver the website, refusing them will have impact how our site functions. D-2863 Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-like Combustion of Plastics. The publications are referred to in the text by the basic designation only. Quantity: As shown on the drawings, minimum 8 plates per block. Changes will take effect once you reload the page. 3.1. Pre-Installation Meeting: Convene at the project site a minimum of two weeks prior to starting work of this section to verify project requirements, substrate conditions, installation instructions and manufacturer's warranty requirements. . Proposed ballasting or guying techniques. 4.02 Prior to the delivery of the EPS Geofoam blocks, the Contractor shall furnish the Engineer with a copy of manufacturers test reports or a third partys certified test report showing that the Geofoam blocks meet the physical properties and standards listed above in Table 1. At 5% Deformation: Minimum 8 psi, 1150 psf (55 kPa). Oxygen Index per ASTM D2863: 24.0 percent volume. Availability and Dimensional Tolerances. Manufacturer must have a UL classification in category BRYX. endobj [Specification Last Modified: July 16, 2013] EMBED PBrush 8 9 _ ` q r s t t`\@ 6hZi h+^ 0J 5B*CJ OJ QJ \]^J aJ ph h~ 'hBv hb?o 0J CJ OJ QJ ]^J aJ #hBv hb?o CJ OJ QJ ]^J aJ ,j hBv hb?o CJ OJ QJ U]^J aJ 0j hBv hk 0J CJ OJ QJ U]^J aJ 'hBv h~ 0J CJ OJ QJ ]^J aJ hk j hk U6hBv h~ 0J 5B*CJ OJ QJ \]^J aJ ph j hk UmH nH u + 8 s v n n $a$gd+^ _ kd $$If l 0 &. Warranty: Manufacturer's standard warranty that products will maintain performance values in ASTM D6817.