PROJECT WORKSHEETSSistemas de muros de contención Earth Retaining Systems Project Information Date* Respond by Date* Planned Construction Start Date* Project Name* Project Address* Project City* Project State* ---AlabamaAlaskaArizonaArkansasCaliforniaColoradoConnecticutDelawareFloridaGeorgiaHawaiIdahoIllinoisIndianaIowaKansasKentuckyLuisianaMaineMarylandMassachusettsMichiganMinnesotaMisisipíMisuriMontanaNebraskaNevadaNew HampshireNew JerseyNuevo MexicoNueva YorkCarolina del NorteDakota del NorteOhioOklahomaOregónPensilvaniaRhode IslandCarolina del SurDakota del SurTennesseTexasUtahVermontVirginiaWashingtonVirginia del OesteWisconsinWyoming Project Zip* Site Drawings Available? ---YesNo Specifications Available? ---YesNo Application ---Access RoadBoat RampBridge Abutment ProtectionBridge ScourChannel LiningDam/Spillway ProtectionDrainage Ditch LiningDrop StructureLevee StabilizationLow-Water CrossingOutfall ProtectionPipeline/Cable ProtectionRetention BasinShoreline ProtectionToe StabilizationWeirOther Geotechnical Report Available? ---YesNo Design Status ---PreliminaryIn Progress % Complete Permit/Approval Status ---PermittedApproved Delliverable(s) Check all that apply. Size/Cost EstimateStandard Details/SpecificationMaterial SubmittalCitar Supporting Documents Upload Supporting Documents jpg, jpeg, png, gif, pdf, eps, doc, docx, ppt, pptx (Max file size: 25mb) Design Information Max. Wall Height or Text Note With Range Units---FeetMeters Min. Wall Height or Text Note With Range Units---FeetMeters Desired Wall Geometry---Single height without terracesTerraced If 'Terraced', Please Specify Number Of Levels Degrees From Vertical or H:V Wall Type Desired---Gravity WallGeosynthetic Reinforced WallStacked Fascia If a geosynthetic-reinforced wall is desired, please list... Reinforcement Type... ...OR Product Line/Manufacturer: Long-Term Design Strength Units---lb/ft2kN/m Type of Surcharge On Top Of Wall---NoneAutomobileBuildingHighwayOther If 'Building', List Loading If 'Other', Specify & List Loading Distance From Front Face of Wall To Surcharge Units include_blank "Feet" "Meters"] Angle of Back Slope (H:V) Length of Backslope Units---FeetMeters Hydraulic Data Directional attributes assume looking downstream. Channel Bottom Width or Text Note With Range Units---FeetMeters Manning's "n" Velocity or Text Note With Range Units ---Ft/SecM/Sec Discharge Q or Text Note With Range Units ---Ft3/SM3/S Bed Slope (%) Flow Type ---ContinuousIntermittent If 'Intermittent', List Duration Wave Action/Height Units---FeetMeters Ice Action ---YesNo Groundwater Seepage ---YesNo If Other Hydraulic Condition, Please Specify: Soil Properties Infill Description Internal Friction Angle (Degrees) Unit Weight Units ---lb/ft3kN/m3 Backfill Soil Description Internal Friction Angle (Degrees) Unit Weight Units ---lb/ft3kN/m3 Retained Soil Description Internal Friction Angle (Degrees) Unit Weight Units ---lb/ft2kN/m2 Cohesion Units ---lb/ft2kN/m2 Foundation Soil Description Internal Friction Angle (Degrees) Unit Weight Units ---lb/ft3kN/m3 Cohesion Units ---lb/ft3kN/m3 Exposed Face Cell Infill---Top Soil/VegetationCrushed AggregateConcreteOther If 'Other', Please Specify Wall Fascia Color Desired---BlackGreenTanOther If 'Other', Please Specify Contact Information Nombre de pila* Apellido* Empresa* Correo electrónico* Teléfono* Address* City* State* ---AlabamaAlaskaArizonaArkansasCaliforniaColoradoConnecticutDelawareFloridaGeorgiaHawaiIdahoIllinoisIndianaIowaKansasKentuckyLuisianaMaineMarylandMassachusettsMichiganMinnesotaMisisipíMisuriMontanaNebraskaNevadaNew HampshireNew JerseyNuevo MexicoNueva YorkCarolina del NorteDakota del NorteOhioOklahomaOregónPensilvaniaRhode IslandCarolina del SurDakota del SurTennesseTexasUtahVermontVirginiaWashingtonVirginia del OesteWisconsinWyoming Zip Code* Relationship With Project ArchitectConsulting EngineerContractorOwnerOther If other, please describe: Did you speak with a BaseLok representative about your project? ---YesNo If YES please name the representative Please wait after submitting...do not hit 'submit' button more than once. Δ
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