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1707 SCENIC DR Geotech Report 2022-10-25
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1707 SCENIC DR Geotech Report 2022-10-25
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10/25/2022 1:15:02 PM
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3/10/2020 7:39:26 AM
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SCENIC DR
Street Number
1707
Address Document Type
Geotech Report
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Tensar International Corporation <br /> 2500 Northwinds Parkway,Suite 500 <br /> TensarAlpharetta,Georgia 30009-2247 <br /> Phone:800-TENSAR-1 <br /> tiintnr.tersarcof p.conr <br /> Product Specification - Structural Geogrid UXI I00MSE <br /> Tensor International Corporation reserves the right to change its product specifications at any time, It is the responsibility of the specifier and purchaser to <br /> ensure that product specifications used for design and procurement purposes are current and consistent with the products used in each instance. <br /> Product Type: Integrally Formed Structural Geogrid <br /> Polymer: High Density Polyethylene <br /> Load Transfer Mechanism: Positive Mechanical Interlock <br /> Recommended Applications: MESA System(Segmental Block Wails),SierraScape System(Welded Wire Walls) <br /> Product Properties <br /> Index Properties Units MD Values <br /> • Tensile Strength @ 5%Strain2 kN/m(lb/ft) 27(1,850) <br /> • Ultimate Tensile Strength2 kN/m(lb/ft) 58(3,970) <br /> • <br /> • Junction Strength3 kN/m(Ib/ft) 54(3,690) <br /> • Flexural Stiffness'/ mg-cm 500,000 <br /> Durability <br /> • Resistance to Long Term Degradation5 % 100 <br /> • Resistance to UV Degradations % 95 <br /> Load Capacity <br /> • Maximum Allowable Strength for 120-year Design Life7 kN/m(Ib/ft) 21.2(1,450) <br /> Recommended Allowable Strength Reduction Factors? <br /> • Minimum Reduction Factor for Installation Damage(RF1D)8 1.05 <br /> • Reduction Factor for Creep for 120-year Design Life(RFcR)9 2.60 <br /> • Minimum Reduction Factor for Durability(RFD) 1.00 <br /> Dimensions and Delivery <br /> The structural geogrid shall be delivered to the jobsite in roll form with each roll individually identified and nominally measuring 1.33 <br /> meters(4.36 feet)in width and 76.2 meters(250.0 feet)in length: A typical truckload quantity is 432 rolls. <br /> Notes: <br /> 1.Unless indicated otherwise,values shown are minimum average roll values determined in accordance with ASTM D4759-02. Brief descriptions <br /> of test procedures are given in the following notes. <br /> 2.True resistance to elongation when initially subjected to a load measured via ASTM D6637-10 Method A without deforming test materials under <br /> load before measuring such resistance or employing"secant"or"offset"tangent methods of measurement so as to overstate tensile properties. <br /> 3.Load transfer capability determined in accordance with ASTM D7737-11. <br /> 4.Resistance to bending force determined in accordance with ASTM D7748-12,using one meter(minimum)long specimen. <br /> 5.Resistance to loss of load capacity or structural integrity when subjected to chemically aggressive environments in accordance with EPA 9090 <br /> immersion testing. <br /> 6.Resistance to loss of load capacity or structural integrity when subjected to 500 hours of ultraviolet light and aggressive weathering in <br /> accordance with ASTM D4355-05. <br /> • 7.Reduction factors are used to calculate the geogrid strength available for resisting force in long-term load bearing applications.Allowable <br /> Strength(Tallow)is determined by reducing the ultimate tensile strength(Tali)by reduction factors for installation damage(RFI0),creep(RFcR)and <br /> chemical/biological durability(RFD=RFco•RFBo)per GRI-GG4-05[Tam(=Tuli/(RFID•RFcR•RFD)j.Recommended minimum reduction factors are <br /> based on product-specific testing.Project specifications,standard public agency specifications and/or design code requirements may require <br /> higher reduction factors.Design of the structure in which the geogrid is used,including the selection of appropriate reduction factors and design <br /> life,is the responsibility of the outside licensed professional engineer providing the sealed drawings for the project. <br /> 8.Minimum value is based on Installation Damage Testing in Sand,Silt,and Clay soils. Coarser soils require increased RFID values. <br /> 9.Reduction Factor for Creep determined for 120-year design life and in-soil temperature of 20°C using standard extrapolation techniques to creep <br /> rupture data obtained following the test procedure in ASTM D5262-04.Actual design life of the completed structure may differ. <br /> Tensar International Corporation warrants that at the time of delivery the geogrid This product specification supersedes all prior specifications for the product described <br /> furnished hereunder shall conform to the specification stated herein. Any other above and is not applicable to any products shipped prior to February 1,2013. <br /> warranty including merchantability and fitness fora particular purpose,are hereby <br /> excluded.If the geogrid does not meet the specifications on this page and Tensar <br /> is notified prior to installation,Tensar will replace the geogrid at no cost to the <br /> customer. <br />
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