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ASTM 2004- Volume 04.08 Soil and Rock (I) D 420 - D 5611 ! C9 y& T( l4 ]! \* L4 K+ T5 I# {$ G0 N: D' o# H4 l/ W" C2 X* {
D0420-98R03 Guide to Site Characterization for Engineering Design and Construction Purposes* v( |9 J- I, a% V
D0421-85R02 Practice for Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants : \" X4 I3 R* n8 n! r& nD0422-63R02 Test Method for Particle-Size Analysis of Soils . E$ N, M& h! V# n( P2 R# Q! Z7 xD0425-88R01 Test Method for Centrifuge Moisture Equivalent of Soils / F2 \7 e$ _: c5 H( f, x: L* }D0427-04 Test Method for Shrinkage Factors of Soils by the Mercury Method/ w [. S7 K- v5 o. G' z, T
D0558-04 Test Methods for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures 6 M' G# P. P( i. t0 N5 q6 q" R4 ?7 YD0559-03 Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures) c0 r6 Y& |- l3 ^: b
D0560-03 Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures 1 x$ w0 W" `7 C4 x6 k$ [# GD0653-04 Terminology Relating to Soil, Rock, and Contained Fluids 8 U9 h" e. p n* ^4 X( m3 L; pD0698-00AE01 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft (600 kN-m/m)) 8 ]: Y! C/ p" l6 JD0806-00 Test Method for Cement Content of Hardened Soil-Cement Mixtures, j- @% r8 }! J' V# @6 G
D0854-02 Test Methods for Specific Gravity of Soil Solids by Water Pycnometer* K9 {1 [' v2 X& M
D1140-00 Test Method for Amount of Material in Soils Finer Than the No. 200 (75-|gmm) Sieve $ D+ H I6 x. k! ~/ MD1143-81R94E01 Test Method for Piles Under Static Axial Compressive Load l9 h+ P7 ^! ?; _- i4 I3 n
D1194 Test Method for Bearing Capacity of Soil for Static Load and Spread Footings ; A2 H0 O: J1 {! Y4 \$ j6 Q) C# jD1241-00 Specification for Materials for Soil-Aggregate Subbase, Base, and Surface Courses. y" F/ o# B0 v; F% A
D1411-04 Test Methods for Water-Soluble Chlorides Present as Admixtures in Graded Aggregate Road Mixes # X# g6 @4 P- f( J/ m: E# |* tD1452-80R00 Practice for Soil Investigation and Sampling by Auger Borings8 v# Y) ?* P2 Q3 L* k/ ]
D1556-00 Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method/ p' r! k1 m1 x j; n+ P% @
D1557-02E01 Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft(2,700 kN-m/m)) I9 x Y2 [& ^+ o! p! Q# w2 f5 @
D1558-99R04E01 Test Method for Moisture Content Penetration Resistance Relationships of Fine-Grained Soils % r7 T: N1 t' G. K: T5 e5 |* g; `D1586-99 Test Method for Penetration Test and Split-Barrel Sampling of Soils( G5 @ \% [( B- q* i
D1587-00 Practice for Thin-Walled Tube Sampling of Soils for Geotechnical Purposes * Y, a3 s9 e2 ?4 v! \D1632-96 Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory : {; W; s) n/ s. R" y3 T2 X& U: V) qD1633-00 Test Method for Compressive Strength of Molded Soil-Cement Cylinders! a) `% p+ v/ ^5 W8 ^5 ]4 \
D1634-00 Test Method for Compressive Strength of Soil-Cement Using Portions of Beams Broken in Flexure (Modified Cube Method) * F, J$ z3 }/ i' J1 }) N7 ~6 HD1635-00 Test Method for Flexural Strength of Soil-Cement Using Simple Beam with Third-Point Loading. {/ ]" \3 w/ i. ]) a
D1883-99 Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils / ^2 d0 V3 W# h5 t1 nD1997-91R01 Test Method for Laboratory Determination of the Fiber Content of Peat Samples by Dry Mass 5 c( b* ^: x7 h3 ZD2113-99 Practice for Rock Core Drilling and Sampling of Rock for Site Investigation% m+ w$ U7 J! ~
D2166-00E01 Test Method for Unconfined Compressive Strength of Cohesive Soil " C: {( `( a$ o1 UD2167-94R01 Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method 3 N1 c1 g& j: r( }8 jD2168-02A Test Methods for Calibration of Laboratory Mechanical-Rammer Soil Compactors( g! M5 }- }& V' m" }
D2216-98 Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass5 M" m+ v& r3 S4 {+ F& B
D2217-85R98 Practice for Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants5 D O" ?5 ?9 s
D2325-68R00 Test Method for Capillary-Moisture Relationships for Coarse- and Medium-Textured Soils by Porous-Plate Apparatus! @' Q+ t: i8 y' e) g- W
D2434-68R00 Test Method for Permeability of Granular Soils (Constant Head) . `4 E$ R" C9 X* i/ S" k1 lD2435-04 Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading ) Q4 T" X" y0 v# g# [D2487-00 Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)4 P( F L2 ^0 M2 i/ o
D2488-00 Practice for Description and Identification of Soils (Visual-Manual Procedure)- I s1 b9 @) W' L
D2573-01 Test Method for Field Vane Shear Test in Cohesive Soil% w3 J+ R- @; O/ z; v
D2664-04 Test Method for Triaxial Compressive Strength of Undrained Rock Core Specimens Without Pore Pressure Measurements 9 P# T4 G3 {; |D2844-01E01 Test Method for Resistance -Value and Expansion Pressure of Compacted Soils f3 {7 O- B( q8 a& c3 [) iD2845-00R04E01 Test Method for Laboratory Determination of Pulse Velocities and Ultrasonic Elastic Constants of Rock6 @' u% E; D( r* X* R+ a! |
D2850-03A Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils' n- W: P2 [0 L5 C* W
D2901-99 Test Method for Cement Content of Freshly Mixed Soil-Cement8 b: g, j' p0 t$ w- C/ H7 q
D2922-04 Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) Y8 b) W" b3 g, F* B1 x) j" X/ bD2936-95R04E01 Test Method for Direct Tensile Strength of Intact Rock Core Specimens" P6 \* T9 b7 d
D2937-04 Test Method for Density of Soil in Place by the Drive-Cylinder Method! k/ c, e3 U5 g3 L+ e' J" |* ?
D2938-95R02 Test Method for Unconfined Compressive Strength of Intact Rock Core Specimens. X: q5 i# U, Z
D2944-71R98 Test Method of Sampling Processed Peat Materials7 Y; t: p1 p( m2 x4 x2 M! R, h
D2973-71R04 Test Method for Total Nitrogen in Peat Materials2 ?0 b5 ]$ a7 H) Z& y
D2974-00 Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils , q; K. |7 D5 `8 c c8 {' JD2976-71R04 Test Method for pH of Peat Materials ( U! S& U ~' b. _5 BD2977-03 Test Method for Particle Size Range of Peat Materials for Horticultural Purposes 3 [- G* b) F! ~# Y; R. KD2978-03 Test Method for Volume of Processed Peat Materials" v7 K, u: Y, ?
D2980-04 Test Method for Volume Mass, Moisture-Holding Capacity, and Porocity of Saturated Peat Materials % k4 P& N" P) t% L# D+ S" {D3017-04 Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) * q l7 W8 y& O" e: gD3080-04 Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions % ~+ z T; w# fD3148-02 Test Method for Elastic Moduli of Intact Rock Core Specimens in Uniaxial Compression : N2 j: e3 z0 x6 s- [) @D3152-72R00 Test Method for Capillary-Moisture Relationships for Fine-Textured Soils by Pressure-Membrane Apparatus8 K0 X& x3 e. _$ C1 v$ D+ e" Z
D3155-98 Test Method for Lime Content of Uncured Soil-Lime Mixtures . r K# T1 A6 Z& ^1 DD3213-03 Practices for Handling, Storing, and Preparing Soft Undisturbed Marine Soil( e1 O! s, r" V
D3282-93R04E01 Practice for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes ; A. y0 x7 m5 TD3385-03 Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer 1 m; \) |. r' WD3404-91R04 Guide for Measuring Matric Potential in Vadose Zone Using Tensiometers6 |* @2 |7 P2 P& l
D3441-98 Test Method for Mechanical Cone Penetration Tests of Soil P) Z, [ r2 oD3550-01 Practice for Thick Wall, Ring-Lined, Split Barrel, Drive Sampling of Soils 2 y4 U- A& t1 C; @! N3 TD3551-02 Practice for Laboratory Preparation of Soil-Lime Mixtures Using a Mechanical Mixer ; p& K8 v$ ^6 M6 fD3689 Test Method for Individual Piles Under Static Axial Tensile Load/ L/ V4 a9 l8 z8 {* N0 V
D3740-04A Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction - E$ ^7 I2 X/ l. r9 |( v5 D' ~D3877-02 Test Methods for One-Dimensional Expansion, Shrinkage, and Uplift Pressure of Soil-Lime Mixtures. A) K; Q8 _, i5 u- ]
D3966 Test Method for Piles Under Lateral Loads 8 E2 y' g+ T. y; G* L9 G3 ?" Z/ OD3967-95AR04 Test Method for Splitting Tensile Strength of Intact Rock Core Specimens6 @4 B2 v6 ^9 v' a7 D# h4 K. W9 b
D3999-91R03 Test Methods for the Determination of the Modulus and Damping Properties of Soils Using the Cyclic Triaxial Apparatus" I; c, ~$ x0 Q5 |( p% L' l- [
D4015-92R00 Test Methods for Modulus and Damping of Soils by the Resonant-Column Method% N1 O7 r4 g; y, W! i- u
D4016-02 Test Method for Viscosity of Chemical Grouts by Brookfield Viscometer (Laboratory Method)# V1 g4 Q6 P) x( U7 B4 a. S! h
D4043-96R04 Guide for Selection of Aquifer Test Method in Determining Hydraulic Properties by Well Techniques$ t' [# c$ _3 s
D4044-96R02 Test Method (Field Procedure) for Instantaneous Change in Head (Slug) Tests for Determining Hydraulic Properties of Aquifiers , d1 u0 P' y4 i8 gD4050-96R02 Test Method (Field Procedure) for Withdrawal and Injection Well Tests for Determining Hydraulic Properties of Aquifer Systems 2 f' U7 O }: Z9 sD4083-89R01E01 Practice for Description of Frozen Soils (Visual-Manual Procedure) : n6 w6 N, `% F, Y8 w; G. ND4104-96R04 Test Method (Analytical Procedure) for Determining Transmissivity of Nonleaky Confined Aquifers by Overdamped Well Response to Instantaneous Change in Head (Slug Tests) 7 B6 D! Z) s$ O6 T. h9 g+ wD4105-96R02 Test Method (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Modified Theis Nonequilibrium Method / n6 F; ? K2 T$ r5 e9 AD4106-96R02 Test Method (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Theis Nonequilibrium Method . a. Y0 o1 Y6 ~4 z: o9 |4 OD4186-89R98E01 Test Method for One-Dimensional Consolidation Properties of Soils Using Controlled-Strain Loading: X& p* K z' S' V5 l
D4219-02 Test Method for Unconfined Compressive Strength Index of Chemical- Grouted Soils/ E0 R( J8 ~" Z" H3 V: o
D4220-95R00 Practices for Preserving and Transporting Soil Samples$ g4 ~( U2 B0 `' S4 Q
D4221-99 Test Method for Dispersive Characteristics of Clay Soil by Double Hydrometer 6 G" N( {; f8 O6 m6 Q4 A( Y0 dD4223-99 Practice for Preparation of Test Specimens of Asphalt-Stabilized Soils3 H( G0 I; o' R& ~: [4 L
D4253-00 Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. k" o$ r& Y7 P7 Y/ M; z# X
D4254-00 Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density& O% s U- Q! ~+ ?! j/ z1 I1 b, B
D4318-00 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils # I: H* h# z u3 O6 m* ~$ sD4319-93R01 Test Method for Distribution Ratios by the Short-Term Batch Method 2 g4 u7 R: N2 @% C7 F/ H% F" ^D4320-04 Practice for Laboratory Preparation of Chemically Grouted Soil Specimens for Obtaining Design Strength Parameters G5 h+ x2 _( nD4341-03 Test Method for Creep of Hard Rock Core Specimens in Uniaxial Compression at Ambient or Elevated Temperature: I$ _4 f2 }1 s9 I
D4373-02 Test Method for Rapid Determination of Carbonate Content of Soils) F4 M3 j: S1 I s- u* E. O
D4380-84R01 Test Method for Density of Bentonitic Slurries $ N/ C( \3 ^/ _& Y# b, G: }D4381-84R01 Test Method for Sand Content by Volume of Bentonitic Slurries1 h9 D1 o( b+ k8 ~+ X" O2 g
D4394-04 Test Method for Determining the In Situ Modulus of Deformation of Rock Mass Using the Rigid Plate Loading Method- i4 y q% w7 C' y& }$ Z U
D4395-04 Test Method for Determining the In Situ Modulus of Deformation of Rock Mass Using the Flexible Plate Loading Method/ {/ g( X) _7 t. i! y
D4403-84R00E01 Practice for Extensometers Used in Rock 0 e4 S( t. T2 \. FD4404-84R04 Test Method for Determination of Pore Volume and Pore Volume Distribution of Soil and Rock by Mercury Intrusion Porosimetry+ X, R' M- u+ s9 \
D4405-04 Test Method for Creep of Soft Rock Core Specimens in Uniaxial Compression at Ambient or Elevated Temperature/ R$ F" T0 r3 s0 U/ B) T
D4406-04 Test Method for Creep of Rock Core Specimens in Triaxial Compression at Ambient or Elevated Tempertures / f3 f' H6 Y5 i9 y) GD4427-92R02E01 Classification of Peat Samples by Laboratory Testing 6 v ^8 C% Z! T- m2 v* b# G& o* RD4428_D4428M-00 Test Methods for Crosshole Seismic Testing- g C! h8 Z! Q! m6 m
D4429-04 Test Method for CBR (California Bearing Ratio) of Soils in Place " M* R2 `* ]- CD4435-04 Test Method for Rock Bolt Anchor Pull Test$ c e& h/ U& ?* ~0 j
D4436-04 Test Method for Rock Bolt Long-Term Load Retention Test$ L! r! Z( d6 o$ o, b) R& F$ v$ d
D4452-85R02E01 Test Methods for X-Ray Radiography of Soil Samples 3 M( }$ i- z9 F1 `D4506-02 Test Method for Determining the In Situ Modulus of Deformation of Rock Mass Using a Radial Jacking Test, [4 s( l# E$ P- _9 M
D4511-00 Test Method for Hydraulic Conductivity of Essentially Saturated Peat % F5 v- a1 ] M, Q4 k- }* YD4525-04 Test Method for Permeability of Rocks by Flowing Air/ l/ a6 {: e( J
D4531-86R02 Test Methods for Bulk Density of Peat and Peat Products + Y3 v0 ?$ f7 O+ L( M- N5 d% L) d, h% _D4535-85R04 Test Methods for Measurement of Thermal Expansion of Rock Using a Dilatometer& x! ^: x8 t5 u6 [* P" Z
D4542-95R01 Test Method for Pore Water Extraction and Determination of the Soluble Salt Content of Soils by Refractometer; K; W; Z6 h" f
D4543-04 Practices for Preparing Rock Core Specimens and Determining Dimensional and Shape Tolerances ; Q; x- z$ r$ P, g, V9 h* n/ uD4544-86R02 Practice for Estimating Peat Deposit Thickness & G" j9 v+ L( `9 Z" \9 ?: tD4546-03 Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils 3 Z/ Z$ w8 i7 X5 E4 x& v( P6 lD4553-02 Test Method for Determining In Situ Creep Characteristics of Rock% k8 u) p, i5 }, k1 W- I
D4554-02 Test Method for In Situ Determination of Direct Shear Strength of Rock Discontinuities3 z2 r# A- Y& I7 D5 q
D4555-01 Test Method for Determining Deformability and Strength of Weak Rock by an In Situ Uniaxial Compressive TestD4564-02A Test Method for Density of Soil in Place by the Sleeve Method, B7 y! |9 B1 c# [+ Z, o
D4609-01 Guide for Evaluating Effectiveness of Admixtures for Soil Stabilization " u1 P) l( M. z9 J n& YD4611-86R04 Test Method for Specific Heat of Rock and Soil, y! |" M+ K \' r
D4612-03 Practice for Calculating Thermal Diffusivity of Rocks' I% N$ Y2 J& D' N% d
D4623-02 Test Method for Determination of In Situ Stress in Rock Mass by Overcoring Method\MUSBM Borehole Deformation Gage3 f: c. x, z$ ~
D4630-96R02 Test Method for Determining Transmissivity and Storage Coefficient of Low-Permeability Rocks by In Situ Measurements Using the Constant Head Injection Test0 J t3 \; b. p. i' m- H
D4631-95R00 Test Method for Determining Transmissivity and Storativity of Low Permeability Rocks by In Situ Measurements Using Pressure Pulse Technique : E% w0 k' u& Y/ w5 r9 Z, SD4643-00 Test Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method . c( J8 {7 v. m; z8 rD4644-04 Test Method for Slake Durability of Shales and Similar Weak Rocks! T2 u. G7 K( f' D) s
D4645-04E01 Test Method for Determination of the In-Situ Stress in Rock Using the Hydraulic Fracturing Method ' Y5 `. s$ p2 _! oD4647-93R98E01 Test Method for Identification and Classification of Dispersive Clay Soils by the Pinhole Test! y5 v2 \7 W4 Z, r/ P" C6 l
D4648-00 Test Method for Laboratory Miniature Vane Shear Test for SaturatedFine-Grained Clayey Soil# h6 t7 r& k9 L( L% J# a
D4696-92R00 Guide for Pore-Liquid Sampling from the Vadose Zone0 B( a# |$ ~' f
D4700-91R98E01 Guide for Soil Sampling from the Vadose Zone: _: X1 X( f) P3 B( c
D4718-87R01 Practice for Correction of Unit Weight and Water Content for Soils Containing Oversize Particles ) G5 _, V/ \3 u4 ]$ eD4719-00 Test Method for Pressuremeter Testing in Soils 8 @; v( T2 B# P6 ]+ B# jD4729-04 Test Method for In Situ Stress and Modulus of Deformation Using the Flatjack Method" `/ z R' f5 {6 { l
D4750-87R01 Test Method for Determining Subsurface Liquid Levels in a Borehole or Monitoring Well (Observation Well) . t# Y/ G9 u2 `6 V' I1 ED4753-02 Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction Materials Testing 7 Z+ X! h7 P0 J+ } v4 cD4767-04 Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils5 W: r7 s6 Q" K0 |8 @5 E
D4829-03 Test Method for Expansion Index of Soils" O, D7 n/ |. ?, p( k6 p6 f
D4832-02 Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders2 |- E& p6 x4 [ ], [% t
D4879-02 Guide for Geotechnical Mapping of Large Underground Openings in Rock1 K( D5 P) r5 y' X& r6 K) v7 `3 D
D4914-99 Test Methods for Density of Soil and Rock in Place by the Sand Replacement Method in a Test Pit4 L- e2 q8 B% ~8 E
D4943-02 Test Method for Shrinkage Factors of Soils by the Wax Method + D1 O( q8 m& N3 JD4944-04 Test Method for Field Determination of Water (Moisture) Content of Soil by the Calcium Carbide Gas Pressure Tester8 Z4 D5 a$ X! O9 X
D4945-00 Test Method for High-Strain Dynamic Testing of Piles + k/ P) z1 K4 a+ R# vD4959-00 Test Method for Determination of Water (Moisture) Content of Soil By Direct Heating Method * k$ o3 G/ w8 s: HD4971-02 Test Method for Determining the In Situ Modulus of Deformation of Rock Using the Diametrically Loaded 76-mm (3-in.) Borehole Jack* V# j/ y2 ^# [* H& j8 L6 y
D4972-01 Test Method for pH of Soils & L/ r+ @" g8 D% d* I/ qD4992-94R01 Practice for Evaluation of Rock to be Used for Erosion Control 4 m1 b0 q" z; F1 lD5030-04 Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit 9 a6 X( \- P. s1 {- WD5079-02 Practices for Preserving and Transporting Rock Core Samples . Z6 m0 P: M0 [* [1 y, L9 q, DD5080-00 Test Method for Rapid Determination of Percent Compaction6 C. l' e9 I7 @* v& g9 L, Y' B
D5084-03 Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter' D/ i0 h4 u5 {6 h/ ~
D5088-02 Practices for Decontamination of Field Equipment Used at Waste Sites# J1 d: @6 R3 i1 d7 ]6 _
D5092-04E01 Practice for Design and Installation of Ground Water Monitoring Wells * z5 z% C7 Y3 W) a8 xD5093-02 Test Method for Field Measurement of Infiltration Rate Using a Double-Ring Infiltrometer with a Sealed-Inner Ring / @$ C( @. x, n# T. AD5102-04 Test Methods for Unconfined Compressive Strength of Compacted Soil-Lime Mixtures 5 h7 ~0 G, V+ l l: B* J. |" }D5121-90R01 Practice for Preparation of Rock Slabs for Durability Testing , e) s7 q( h7 S3 pD5126-90R04 Guide for Comparison of Field Methods for Determining Hydraulic Conductivity in Vadose Zone 6 h) W1 e. \7 L" d C6 |D5143-91R04 Test Method for Analysis of Nitroaromatic and Nitramine Explosive in Soil by High Performance Liquid Chromatography # X; h _ y2 }8 e9 x' DD5195-02 Test Method for Density of Soil and Rock In-Place at Depths Below the Surface by Nuclear Methods5 y7 w" N" R9 X. b& F5 p. M
D5202-02 Test Method for Determining Triaxial Compression Creep Strength of Chemical Grouted Soils ) h$ C: X& A% k9 k% t, [2 |D5220-02 Test Method for Water Content of Soil and Rock In-Place by the Neutron Depth Probe Method F. r! L2 t, K5 B9 m' T! ]
D5239-04 Practice for Characterizing Fly Ash for Use in Soil Stabilization ; F9 v5 B) F7 m9 @" FD5240-04 Test Method for Testing Rock Slabs to Evaluate Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate 8 I& {4 S9 I7 T3 q2 ~# yD5254-92R04 Practice for Minimum Set of Data Elements to Identify a Ground-Water Site1 _4 h! U0 k5 C0 C* E
D5255-01 Practice for Certification of Personnel Engaged in the Testing of Soil and Rock " x' W- t5 ?3 V% v; ^. i/ ]D5268-02 Specification for Topsoil Used for Landscaping Purposes 7 Y0 k$ y4 k1 M! BD5269-96R02 Test Method for Determining Transmissivity of Nonleaky Confined Aquifers by the Theis Recovery Method $ G+ q$ n0 ]9 c$ |* TD5270-96R02 Test Method for Determining Transmissivity and Storage Coefficient of Bounded, Nonleaky, Confined Aquifers" K8 f/ m0 v2 K; }" ?3 U2 G- _" A6 t
D5298-03 Test Method for Measurement of Soil Potential (Suction) Using Filter Paper 0 B- E* G, _4 U) |4 C: }D5299-99 Guide for Decommissioning of Ground Water Wells, Vadose Zone Monitoring Devices, Boreholes, and Other Devices for Environmental Activities * |2 w4 `3 Y1 q7 Q& e% R l3 t+ dD5311-92R04 Test Method for Load Controlled Cyclic Triaxial Strength of Soil8 h W5 a! q. w7 _8 l7 Y0 J4 b! {9 U
D5312-04 Test Method for Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing Conditions2 \0 p0 E l( q& |% j; ]
D5313-04 Test Method for Evaluation of Durability of Rock for Erosion Control Under Wetting and Drying Conditions+ _2 Q% q5 }5 E4 A& R
D5314-92R01 Guide for Soil Gas Monitoring in the Vadose Zone0 `6 O" t [+ p: Z) X# s8 g# e
D5333-03 Test Method for Measurement of Collapse Potential of Soils6 `3 [8 @+ [: E' P- |* a8 N; J
D5334-00R04 Test Method for Determination of Thermal Conductivity of Soil and Soft Rock by Thermal Needle Probe Procedure & Z% m& M7 q/ ?) L ?2 xD5335-04 Test Method for Linear Coefficient of Thermal Expansion of Rock Using Bonded Electric Resistance Strain Gages ( P" l# z. r& fD5407-95R00 Test Method for Elastic Moduli of Undrained Intact Rock Core Specimens in Triaxial Compression Without Pore Pressure Measurement # B2 l" l7 b: Q5 w. _) m9 ]' uD5408-93R04 Guide for Set of Data Elements to Describe a Ground-Water Site; Part One\MAdditional Identification Descriptors4 e# s& m! j$ [1 j9 f) P
D5409-93R04 Guide for Set of Data Elements to Describe a Ground-Water Site; Part Two\MPhysical Descriptors ! j* L3 A2 b* }% DD5410-93R98 Guide for Set of Data Elements to Describe a Ground-Water Siteart Three\MUsage Descriptors- C- U( A1 f! w2 B9 i5 ?
D5434-03 Guide for Field Logging of Subsurface Explorations of Soil and Rock% u( s5 P; ]4 i7 t" m
D5435-03 Test Method for Diagnostic Soil Test for Plant Growth and Food Chain Protection + t% T9 j3 Z1 y/ B( W9 P1 AD5447-04 Guide for Application of a Ground-Water Flow Model to a Site-Specific Problem5 z; Z9 ^! S- A2 Q7 r+ ^1 j
D5472-93R99E01 Test Method for Determining Specific Capacity and Estimating Transmissivity at the Control Well ( L7 E; g3 o! V+ L: B# @- `* kD5473-93R00 Test Method for (Analytical Procedure for) Analyzing the Effects of Partial Penetration of Control Well and Determining the Horizontal and Vertical Hydraulic Conductivity in a Nonleaky Confined Aquifer 1 S' ~. R( d `2 u7 g4 R! Y6 JD5474-93R00 Guide for Selection of Data Elements for Ground-Water Investigations$ B5 J) f1 ?! o( G' b/ p& I6 L
D5490-93R02 Guide for Comparing Ground-Water Flow Model Simulations to Site-Specific Information : e4 j0 V; ^; c* wD5518 Guide for Acquisition of File Aerial Photography and Imagery for Establishing Historic Site-Use and Surficial Conditions y& M+ Z, { hD5519-94R01 Test Method for Particle Size Analysis of Natural and Man-Made Riprap Materials ( ~! \5 A3 s; f0 S8 |7 aD5520-94R01 Test Method for Laboratory Determination of Creep Properties of Frozen Soil Samples by Uniaxial Compression% n; h) w. V& ?9 H6 O
D5521 Guide for Development of Ground-Water Monitoring Wells in Granular Aquifers* T Q+ y Z8 l( q+ X o
D5522 Specification for Minimum Requirements for Laboratories Engaged in Chemical Analysis of Soil, Rock, and Contained Fluid ) L, J! f) ~6 q# b8 P+ V: p" ^- k' x$ TD5539-94R03 Specification for Seed Starter Mix: ?, }5 Y( a$ F4 m4 o
D5549 Guide for The Contents of Geostatistical Site Investigation Report- {# C9 p6 K4 q5 W7 j$ q% \
D5550-00 Test Method for Specific Gravity of Soil Solids by Gas Pycnometer " ]& F7 c/ `! e8 DD5607-02 Test Method for Performing Laboratory Direct Shear Strength Tests of Rock Specimens Under Constant Normal Force 9 i" s R$ Y6 I' f& X$ M' q- v, vD5608-01 Practices for Decontamination of Field Equipment Used at Low Level Radioactive Waste Sites # r8 M+ j7 x1 |* P7 N& {D5609-94R02 Guide for Defining Boundary Conditions in Ground-Water Flow Modeling & ]& X+ D: o r: o' |D5610-94R02 Guide for Defining Initial Conditions in Ground-Water Flow Modeling& ~- a* w! j- `, w- O9 W3 j0 c9 \9 z
D5611-94R02 Guide for Conducting a Sensitivity Analysis for a Ground-Water Flow Model Application$ C; n9 ~1 ^5 `8 q( i# }7 W
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