Portal.myeetusa.com



Subject Section Page A AADT VI30ADT VI30AASHTO Soil Classification VII (1)14AbstractionsV43Accelerators, ConcreteVII (2)27Active Earth Pressure III (1)2Active Vs Passive Pressure III (1)7Activity Area VIII82Activity On ArrowI57Activity On NodeI46Actual Cost Work Performed, ACWP I65Advance Warning Area VIII82Air Entrainers VII (2)25Admixtures VII (2)25AISC Recommended Tables (3-23)IV70Allowable Bearing Capacity, Qall III (2)2Allowable Stress Design, ASDIV14Analysis Of BeamsIV34Analogous - Estimating I3Angle Of Inclination (Ladders)VIII79Angle Of Repose VIII14Approximate Method III (1)5Arithmetic Average Method V39At Rest Pressure III (1)2,8Atterberg Limits VII (1)11Annual Average Daily Traffic, AADT VI30Average Daily Traffic, ADT VI30Average End Area Method VIII3Average RunoffV44Average PrecipitationV39Auger Boring VII (1)5, 45Axial Force IV50Azimuth VI28B Back-Slopes VIII89Bale Ditch Check VIII63Balloon Densometer VII (1)25Bank Cubic Yard, BCY VIII7Bar Sizes, Reinforced I10,11IV83Base FlowV43Beam ChecksIV34,50Bearing CapacityIII (2)2Bearing Stress III (2)7Net Bearing StressIII (2)9Gross Bearing StressIII (2)9Overburden StressIII (2)9Max/Min III (2)9Becker Hammer Penetration Test, BPT VII (1)45Bending Moment IV54Bending StressIV54Bernoulli EquationV8BmpVIII65Board Feet, Bd-Ft I5Bolted Members with HolesIV40Boring VII (1)4Log VII (1)8Bucket Auger Boring VII (1)45Budgeted Cost Of Work Performed, BCWP (Earned Value)I65Budgeted Cost Work Schedule, BCWS (Planned Value)I65Buoyant Unit Weight VII (1)2,16Bypass Flow V30C Cables II25,27,40Canal Concrete Example I24Cantilever Retaining WallIV98Cellular Concrete VII (2)30Channel ParametersV22Most Efficient Cross SectionV25Charpy V-Notch Test VII (2)10Chezy’s EquationV21Chloride Limit – Steel VII (2)12Chord Length VI4Clean Water ActVIII66Clear Zone VIII88Closed Conduit V5Code Of Federal RegulationsVIII66Coefficient Of Gradation, CC VII (1)10Coefficient Of Permeability, K VII (1)19Coefficient Of Uniformity, CU VII (1)10Cofferdam II21,22Column (Compression) DesignIV74Column Design IV74Compacted Cubic Yard, CCY VIII7Compaction ??Characteristics – Soil VII (1)54-56Equipment II29,41VII (1)57-58Equipment Used For Materials VII (1)24Equipment Used For Different Soils VII (1)57-58Vs. Consolidation III (1)10Composite Curve NumberV49Composite Runoff CoefficientV47Compound SystemsIV44Compressibility Of Soil VII (1)15Compression Index III (1)2,11Compression Members IV74-80Concrete Lateral Pressure II12,13Conical Spoil Pile VIII14Cone Penetrometer Test, CPT VII (1)60Conservation Of MassV7Consolidation III (1)10Clay III (1)10Rate III (1)12Sand III (1)10Test III (1)11Vs. Compaction III (1)10Constant Head Test VII (1)3,20Construction Dead Load II4Construction General Permit, CGPVIII66Construction Materials, UnitsI4Construction Loads II3-6Continuity Equation V2,7Continuous SlabsIV40Corrosion Of Steel VII (2)12Cost Based – Estimating I3Cost Variance, Cv I66Crane Example II273-D Crane Problem II43Crashing, SchedulingI62Crest Curve – See Vertical Curve VI18Critical FlowV20Critical Path Method, CPMI46Culverts V3,32,33Curve NumbersV97D Darcy’s Law VII (1)19Darcy-Weishbach Equation V11Deadman Problem II43Dead Load Definition II4Deflection Angle VI7Deflection Equations IV72Denison Core Barrel VII (1)6Density Testing Methods VII (1)25Design Flow (Storm water)V31Design StormV40Design Table Guidance (Structural Steel) – ShearIV94Detention Pond (Basin)V53-56Storage DepthV55Determinacy Of Structure IV24Differential Leveling VIII34Direct RunoffV43Direct Runoff Hydrograph, DRHV45DRH –UH RelationshipV45Direct Shear Force IV52Direct Shear Test – Soil VII (1)15Directional Design Hour Volume, DDHV VI31Disturbed Soil Samples VII (1)5Drainage Channels 1292Drainage Path III (1)13Dry Unit Weight VII (1)2,16Dump Truck Example I17,18,35,36Dust Control VIII61EEccentricity (See Effect Of Moment)II6Effective LengthIV74Effective Net AreaIV73Effective RainfallV43Effective Stress III (1)3Efficiency (Flow, Interception)V30Egress VIII76Elastic Settlement III (2)12ElongationIV50Embankments – Soil VII (1)53Energy Equation V2,5,8,21Energy Grade Line, EGLV8Equilibrium EquationsIV18Equivalent LengthV13Erosion VIII53-56Control VIII60Factors Affecting VIII56Impacts VIII59Prevention VIII60Erosion IndexVIII57Excavations III (2)35VIII74Exc. Example Problem VIII98Exploratory Techniques VII (1)57F Factor Of Safety ??Causing FailureIII (2)15NAVFAC III (2)16Resisting SlidingIII (2)15Sand III (2)21Slope Stability III (2)15,16Taylor Chart III (2)19Fall Protection VIII77Falling Head Test VII (1)3,20Fatigue VII (2)15Fill Materials VII (1)26Fineness Modulus, FM VII (2)23Finite Element Method III (2)16First Moment AreaIV56Flexible (Rigid) FoundationIII (2)11Flexural DesignIV84Flexural (Bending) DesignIV84Flexural Strength Test VII (2)36Flow V2Full V2Half Full V2 Retardation Structures V53Storm water V3,27Types – Open ChannelV20Fly Ash Effects VII (2)28Fore-Slopes VIII89Formwork II10,11SFCA I15Columns And Walls II19,20ACI 347II10Factors Affecting Lateral Pressure II12Forward PassI48Foundations – Soil Type VII (1)53Free Float I49Friction LossV10,11Frontal Flow, Qw V28Froude Number V20G Gantt ChartI43Gate ValveV13,14Globe ValveV13,14Gravity Loads IV6Grid Roller II29Group Index VII (1)14Guardrails VIII78,93-97ApproachVIII93DimensionsVIII93Offset, Shy LineVIII94Flare RateVIII94Runout LengthVIII95Required LengthVIII95Gully Erosion VIII55Gutter Flow V29H Hauling/DumpingI17,18Hazen-Williams Equation V11,21Diameter V11Flow Rate V11Velocity V11Head LossV9,21Headwater DepthV34Required DepthV35Headwater, Inlet Control ChartV98Hollow SectionsIV61Hollow-Stem Auger VII (1)45Horizontal Construction Load, Ch II6Hooke's LawIV50Horizontal Curve VI2New Radius VI9Hydraulic Conductivity VII (1)3Hydraulic Elements ChartV89-91ExampleV23Hydraulic Grade Line, HGLV8Hydraulic RadiusV20HydrographV43HydrologyV36I IDF CurveV41Incidence Rate VIII80Indeterminate Structure IV24Immediate Settlement - Definition III (1)10InfiltrationV43Inlet Capacity V30Inlet Control – Culvert V32, 33Inside PerimeterI20Intensity V41,48Equation Intensity Of Distributed ForceIV33InterflowV43Isohyetal Method V39L Labor CostI13Labor Crew HourI25,26Ladder Safety VIII79Lag I50Lag Time (Rainfall)V43Laminar FlowV10Lateral Earth Pressure – Soil III (1)8Lateral Earth PressureIV100Lateral Loads (Construction)II6Lateral Pressure – Concrete II12,13Columns II12,13Walls II12,13Lead TimeI50Limit Analysis III (2)16Limit Equilibrium Method III (2)16Liquid Limit VII (1)11Live Load Definition II4Load And Resistance Factor Design, LRFDIV14,15Load CombinationsIV6Loose Cubic Yard, LCY VIII7Los Angeles Abrasion Test VII (2)22Loss Of Natural Storage MethodV55Losses In PipesV10-15M Manning’s Equation V2,21,23-26Masonry – Estimating I6Mass Diagram VIII18Mass Flow RateV7Material EstimateI4Material LoadII4-6Max Allowable Slopes (Excavation)VIII75Max/ Min ReinforcementIV88Minor Losses V5,9,13Member DesignIV81Method Of JointsIV27Method Of SectionsIV27Modular Brick (Sizes)I7Modulus Of Elasticity VII (2)6Definition VII (2)6Of Concrete VII (2)34Modulus Of Resilience VII (2)6Modulus Of Toughness VII (2)6Moisture Content VII (1)2,16MomentsIV54Moment Of InertiaIV54Moody DiagramV87Most Efficient Cross Section V25,26MUTCD VIII85N National Pollution Discharge Elimination, NPDESVIII66NAVFAC Equation – Saturated Clay III (2)16Net Area CalculationsIV40Network DiagramI50Neutral AxisIV54Nominal MomentIV86Normal Depth V24,95ChartV95Normal Ratio Method V4,38Normally Consolidated Clay III (1)11NRCS Curve Number Method V4,49Nuclear Gauge VII (1)25O Oedometer Test III (1)11Open Channel FlowV20Steady FlowV20Unsteady FlowV20OshaVIII73Outlet Control – Culvert V33-35Outside PerimeterI20Over Consolidated Clay III (1)11Overburden StressIII (1)11Over Consolidation Ratio, OCR III (1)11Overhaul VIII22Overturning Moment IV104P Padfoot Roller II29Paint – Cost Example I12Parametric EstimatingI3Passive Earth Pressure III (1)2,7Active Vs Passive Pressure III (1)7Partially Filler Circular Pipe ParametersV89Peak FlowV49Permeability VII (1)19Personal Fall Arrest SystemVIII78Personnel And Equipment Loads, CP II5Pert I41Phase Relationships VII (1)16Pipe Friction CoefficientsV88Pneumatic Roller II29Point Load – Soil StressIII (1)5Poisson’s Ratio IV52Polar Moment Of InertiaIV62Pore Pressure III (1)3Porosity VII (1)2,16Portland Cement VII (2)20Types Of Portland Cement (I - V) VII (2)22Potential AbstractionsV49Potential Retention, SV49Power Line Clearance Table VIII79Precedence Diagram Method, PDMI46PrecipitationV37Pressure HeadV6Primary Settlement - Definition III (1)10Primary Consolidation Settlement III (1)10Principal StressesIV63Prismoidal Method VIII4Proctor Test VII (1)21,23ProductivityI27Program Evaluation And Review Technique, PERT I41Probability V4,42Properties Of Water (Table)V86R Rainfall V37Rainfall Factor (Erosion Index)VIII57Rainfall IntensityV41,48Rainfall MeasurementV37Rankine TheoryIV104Rational MethodV47Rebar Estimate I10Recurrence IntervalV42Reinforcing Bars Sizes I11IV83Reinforced Concrete DesignIV82Relative Compaction, Rc VII (1)24Relative Density VII (1)2,24Relative StiffnessIV75Reliability V42Resisting Force IV104Resource Leveling I62Retaining Walls III (1)28IV96Retardation Structures V53Retarders VII (2)26Retention Pond (Basin)V53-56Reverse Curve VI14,15Reynolds Number V10,20,87Rigidity FactorIII (2)12Rill Erosion VIII55Risk (Rainfall)V42Road ClosuresVIII86Roadside GeometryVIII89Backslope?89Foreslope?89Roadside SafetyVIII88Rock Core Sampler VII (1)6Rock Ditch Checks VIII63Rock Drilling Methods VII (1)45-47RoofsI14Hip, Gable?I14Roof Example , EstimatingI14,15Roughness Coefficients (n)V92,93Runoff AnalysisV47Runoff CoefficientsV96Runoff Depth, QV49Runoff Control PracticesVIII62S SafetyVIII72Sag Curve – See Vertical Curve VI18Sample Recovery VII (1)9Sampling Methods VII (1)6,57Sand Cone Method VII (1)25See Examples 27-29 VII (1)31,32Saturation VII (1)2,16Shape Factor, IIII (2)12Scaffolding ??Load Ratings II23Osha Requirements VIII78Schedule Compression I62Schedule Variance, Sv I66Seasonal Factor VI33Secondary Settlement - Definition III (1)10Section ModulusIV54SedimentVIII62Sedimentation VIII53Sediment Control VIII62Seepage Velocity VII (1)19Settlement ??Consolidation – Clay III (1)2,10Elastic (Short Term)III (2)12Shallow FoundationsIII (2)11Shape FactorIII (2)12Sewer Size V3,31Shallow Concentrated FlowV50Shallow Foundations III (2)1AnalysisIV38Shear IV51,56,93Design IV93Shear Flow IV56Force IV56Strength Of Soil VII (1)15Shear DesignIV93Shear FlowIV56Shear ForceIV56Shear ModulusIV51Shear Moment DiagramsIV34Shear StrainIV51Shear StressIV56Sheepsfoot Roller II29Sheet Flow V50Sheet Erosion VIII54Shelby Tube Sampler VII (1)6,25Side Flow, Qs V28SFCA I15Shrinkage – Soil VIII8Sieve Analysis VII (1)10Slenderness RatioIV78,92Sliding (Retaining Wall)IV104Slings II25-27,35Slope Configuration (Excavation)VIII75Slope FailureIII (2)15Slope Length (Slope Gradient)VIII57Slope Stability Analysis III (2)15NAVFAC Equation – Saturated Clay III (2)16Sand III (2)21Taylor Chart – Clay III (2)19Snow Loads IV12Soil VII (1)?Compressibility VII (1)15Shear Strength VII (1)15Testing VII (1)60Solid Unit Weight VII (1)2,16Specific Discharge VII (1)19Specific Gravity VII (1)2,16Spoil Piles VIII14Splash Overflow V28Splash Erosion VIII54Split-Barrel Sampler VII (1)6Split Spoon Sampler VII (1)6Split Tension Test VII (2)36Spread Footings III (2)1Effects Of Moment III (2)7StabilityIV22Stable RockVIII74Staking VIII30Standard Penetration Test, SPT VII (1)7Stationary Piston Sampler VII (1)6Steel ??Corrosion VII (2)12Design IV83-94Properties VII (2)3Storm Drain Example (Headwall)I33Storm water Collection SystemV27Storm water InletsV28Storm water Management Objectives V40Storm FrequencyV41Storm Water Pollution Prevention Plan, SWPPP VIII66StrainIV51Streambank (Steambed)VIII55Street Flow V28Street InletsV30Stress BlockIV84Stress-Strain RelationshipVII (2)5Structural Steel DesignIV83-94Subcritical FlowV20Supercritical FlowV20Superplasticizers VII (2)26SupportsIV19Swell – Soil VIII8???T Taper Length VIII84Taylor Chart – Clay III (2)19Temporary Traffic ControlVIII81Temporary StructuresII3Tensile StrengthIV85,86Tension Controlled SectionsIV86Tension MembersIV86Tension Reinforced RatioIV86Tension Test VII (2)5Termination Area VIII82Thiessen Polygon Method V4,39Time Factor – Consolidation III (1)12Time of Concentration V43,50-52Toe CircleIII (2)17,18Torsion IV62Testing, SteelVII (2)9Total Float I49Total Settlement III (1)10Total Stress III (1)3Transition Area VIII82Triangular Spoil Pile VIII15Triangular Silt Dikes, Tsd VIII63Tributary AreaIV10Trusses IV31Compound IV31Complex IV31SimpleIV31Turbulent FlowV10Two-Way Slab IV40Type A Soil III (2)35VIII75Type B Soil III (2)35VIII75Type C Soil III (2)35VIII75U Ultimate Bearing Capacity Of Soil, Qult III (2)2Circular III (2)2Rectangular III (2)2Square III (2)2Wall III (2)2Unconfined Compressive Strength Of Clay III (2)2Under Consolidated Clay III (1)11Undisturbed Soil Samples VII (1)5Undrained Shear Strength Of Clay III (2)2Unified Soil Classification System, USCS VII (1)11,48,60Uniformity Coefficient VII (1)10Unit Hydrograph V45Unit Weight At Saturation VII (1)2,16Unit Weight Of Solids VII (1)2,16Universal Soil Loss Equation, USLEVIII57Unstable Structure IV22USCS Soil Classification VII (1)11,48,60V Variable Head Permeability Test VII (1)20Velocity DistributionV8Vertical Curve VI18High and Low Points VI21Vibratory Roller II29Vicat Appraratus VII (2)20Void Ratio VII (1)2,16Volumetric Flow RateV7W Wall SectionsI20Wash Boring VII (1)5,45Water, Cement RatioVII (2)20Water Reducers VII (2)25Wattles VIII64Welding VII (2)11Wind ErosionVIII55Wind Load ??Bracing Example II19Structural Problem IV8Table II6Work Zone VIII81-84Z Zero Air Voids Line VII (1)23Zero-Force Members IV28 ................
................

In order to avoid copyright disputes, this page is only a partial summary.

Google Online Preview   Download