Attachment_2_-_Pricing_Schedule_Rev_02AUG19.xlsx

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Regional QA Testing BPA

Line Item No.Test ProcedureUnitUnit PriceEst
QtySub-Total05/23/2019
CommentsNorCalBay
AreaSoValRenoUtahMILCIVCIV

Base

3scale5ceiling
SOIL TESTING/AGGREGATE TESTING
1ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for ConcreteEach$ - 025$ - 0105550093
2ASTM C 88 - Sodium Sulfate Soundness, Coarse AggregateEach$ - 025$ - 0105550093
3ASTM C 88 - Sodium Sulfate Soundness, Fine AggregateEach$ - 025$ - 0105550093
4ASTM C 88 - Magnesium Sulfate Soundness, Coarse AggregateEach$ - 020$ - 05555031
5ASTM C 88 - Magnesium Sulfate Soundness, Fine AggregateEach$ - 020$ - 05555031
6ASTM C 123 - Lightweight Particles in Coarse AggregateEach$ - 020$ - 055550031
7ASTM C 123 - Lightweight Particles in Fine AggregateEach$ - 020$ - 055550031
8ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by WashingEach$ - 0555$ - 0145100120100909015050
9ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateEach$ - 0135$ - 0203025303030155
10ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine AggregateEach$ - 035$ - 015510500155
11ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineEach$ - 0190$ - 03540354040403010
12ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine AggregatesEach$ - 0445$ - 03511070110120120155
13ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)Each$ - 0495$ - 045120801201301303010
14ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve)Each$ - 075$ - 0405255004515
15ASTM C 142 - Clay Lumps & Friable Particles, Coarse AggregateEach$ - 020$ - 055550031
16ASTM C 142 - Clay Lumps & Friable Particles, Fine AggregateEach$ - 020$ - 055550031
17ASTM C 566 - Total Moisture Content in Coarse AggregateEach$ - 055$ - 0305155003010
18ASTM C 566 - Total Moisture Content in Fine AggregateEach$ - 055$ - 0305155003010
19ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves)Each$ - 0185$ - 0204530454545155
20ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves)Each$ - 0185$ - 0204530454545155
21ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method AEach$ - 025$ - 0105550093
22ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method BEach$ - 025$ - 0105550093
23ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter MoldEach$ - 0175$ - 0901555150510535
24ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter MoldEach$ - 0120$ - 0303030300303010
25ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) SieveEach$ - 0135$ - 0203025303030155
26ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)Each$ - 0290$ - 01552095200218060
27ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone MethodEach$ - 025$ - 0105550262
28ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold)Each$ - 01675$ - 0310345325345350350300100
29ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold)Each$ - 090$ - 03015201510103010
30ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach$ - 055$ - 0305155003010
31ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag)Each$ - 075$ - 0405255004515
32ASTM D 2434 - Permeability by Constant HeadEach$ - 01395$ - 0765904509000900300
33ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Each$ - 0105$ - 055103010006020
34"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each$ - 01040$ - 051590315903030600200
35"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each$ - 035$ - 015510500155
36ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter)Each$ - 070$ - 0151515151010155
37ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter)Each$ - 035$ - 015510500155
38ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)Each$ - 035$ - 015510500155
39ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve)Each$ - 0130$ - 04520302015154515
40ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve)Each$ - 0825$ - 019015517515515015019565
41ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-pointEach$ - 025$ - 0105550093
42ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-pointEach$ - 025$ - 0105550093
43ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or LargerEach$ - 025$ - 0105550093
44ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse AggregateEach$ - 040$ - 0101010100593
45ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach$ - 075$ - 0405255004515
46ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach$ - 075$ - 0405255004515
47ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" DiameterEach$ - 075$ - 0405255004515
48ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" DiameterEach$ - 075$ - 0405255004515
49ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)Each$ - 040$ - 0101010100562
50ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve AnalysisEach$ - 0160$ - 080155015059030
51ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)Each$ - 04060$ - 0885785835785770770900300
52ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion TestingEach$ - 035$ - 015510500155
53AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in SoilEach$ - 023$ - 01521500155
54AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in SoilEach$ - 023$ - 01521500155
55CTM 417 - Method of Testing Soils and Waters for Sulfate ContentEach$ - 023$ - 01521500155
56CTM 422 - Method of Testing Soils and Waters for Chloride ContentEach$ - 023$ - 01521500155
$ - 0
CUTOFF WALL TESTING$ - 0
57ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach$ - 0465$ - 0255301503000300100
58API RP 13B-1 - Bentonite Slurry DensityEach$ - 0700$ - 0385452254500450150
59ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach$ - 045$ - 020515500217
60ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach$ - 046$ - 020515511217
61ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 3" DiameterEach$ - 047$ - 020515522217
62ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 6" DiameterEach$ - 048$ - 020515533217
63ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction SlurriesEach$ - 0700$ - 0385452254500450150
$ - 0
RIPRAP TESTING$ - 0
64ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate (at least 5 cycles and 5 different sizes)Each$ - 020$ - 055550031
65ASTM C 88 - Test Method for Soundness of Aggregates by Use of Magnesium Sulfate (at least 5 cycles and 5 different sizes)Each$ - 08$ - 022220010.2
66ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateEach$ - 035$ - 015510500155
67ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineEach$ - 025$ - 0105550062
68ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap MaterialsEach$ - 025$ - 0105550093
$ - 0
CONCRETE TESTING$ - 0
69ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)Each$ - 0480$ - 01308510585757513545
70ASTM C 31 - Practice for Making and Curing Test Specimens (Set of three 4"x8" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)Each$ - 0305$ - 0120408040252513545
71ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of two 6"x12" Specimens)Each$ - 0480$ - 01308510585757513545
72ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of three 4"x8" Specimen)Each$ - 0305$ - 0120408040252513545
73ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens) - per coreEach$ - 0110$ - 04015301510104515
74ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per coreEach$ - 0250$ - 05050505050504515
75ASTM C 78 - Flexural Strength by Third Point LoadingEach$ - 0100$ - 0202020202020155
76ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube)(2-3 minimum must be run per ASTM)Each$ - 0135$ - 070104510008127
77ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of ConcreteEach$ - 055$ - 0305155003010
78ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)Each$ - 0660$ - 01001451201451501509030
79ASTM C 157 - Length Change of Concrete and Mortars (price per set of three specimens as required by the the ASTM)Each$ - 025$ - 0105550062
80ASTM C 173 - Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method (when not ordered as a part of ASTM C31)Each$ - 090$ - 03015201510103010
81ASTM C 174 - Concrete Thickness by Drilled CoresEach$ - 055$ - 0305155003010
82ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method (when not ordered as a part of ASTM C31)Each$ - 0570$ - 050140901401501503010
83ASTM C 232 - Test Method for Bleeding of ConcreteEach$ - 025$ - 0105550062
84ASTM C 567 - Test Method for Determining Density of Structural Lightweight ConcreteEach$ - 035$ - 015510500124
85ASTM C 597 - Standard Test Method for Pulse Velocity Through Concrete (Field Testing per hour)Hour$ - 0150$ - 03030303030111
86ASTM C 856 - Petrographic Examination of Hardened ConcreteEach$ - 020$ - 055550031
87ASTM C 1019 - Sampling and Testing GroutEach$ - 0105$ - 055103010006020
88ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)Each$ - 0465$ - 0255301503000300100
89ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)Each$ - 030$ - 01528500155
90ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar-Bar Method)Each$ - 020$ - 055550031
91ASTM C1611 - Test Method for Slump Flow of Self-Consolidating ConcreteEach$ - 0145$ - 080104510009030
92ASTM C 1688 - Test Method for Density and Void Content of Freshly Mixed Pervious ConcreteEach$ - 025$ - 0105550062
93ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test CylindersEach$ - 0285$ - 01552090200018060
94ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach$ - 045$ - 040005004515
95ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach$ - 045$ - 040005004515
96ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 3" DiameterEach$ - 045$ - 040005004515
97ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 6" DiameterEach$ - 045$ - 040005004515
98ASTM E 114 - Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing (Field Testing per hour)Hour$ - 0150$ - 03030303030111
$ - 0
TESTS FOR ASPHALT AND ASPHALT MIXTURE TESTING$ - 0
99ASTM D2041 - Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures (per hot mix bulk sample)Each$ - 0150$ - 03030303030303010
100ASTM D5581 - 07a(2013) Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
(per set of 3 specimens)Each$ - 0150$ - 03030303030303010
101ASTM D2726 - Bulk Specific Gravity and Density of compacted Bituminous Mixtures (2 specimens at mat, 1 specimen at joint)Each$ - 0150$ - 03030303030303010
102ASTM D2172 - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (per hot mix bulk sample)Each$ - 0150$ - 03030303030303010
103ASTM D2950 - Density of Bituminous Concrete in Place by Nuclear MethodsEach$ - 0150$ - 03030303030303010
104ASTM D 3203 - Percent Air VoidsEach$ - 025$ - 0105550062
105ASTM D2172 Standard Test Methods for Quantitative Extraction of Asphalt Binder from Asphalt MixturesEach$ - 025$ - 0105550062
106ASTM D 6307 - Asphalt Content of Hot-Mix Asphalt by Ignition Method (price to include calibration per test)Each$ - 025$ - 0105550062
107ASTM D6927 - Marshall Stability and Flow of Bituminous MixturesEach$ - 025$ - 0105550062
108ASTM C42 - Obtaining and Testing Drilled CoresEach$ - 0250$ - 05050505050504515
$ - 0
MASONRY FIELD TESTING$ - 0
109ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube)(2-3 minimum must be run per ASTM)Each$ - 0655$ - 0951451201451501508127
110ASTM C140 - Sampling and Testing Concrete Masonry and Related Units; Base and Annex A1 onlyEach$ - 040$ - 01010101001062
111ASTM C780 - Evaluation of Mortars for Plain and Reinforced Unit MasonryEach$ - 0250$ - 01302080200215050
112ASTM C1019 - Sampling and Testing GroutEach$ - 0275$ - 06055555550506020
113ASTM C1314 - Test Method for Compressive Strength of Masonry PrismsEach$ - 0750$ - 015015015015015015015050
$ - 0
STRUCTURAL STEEL FIELD TESTING$ - 0
114Ultrasonic Testing (UT)Hour$ - 0125$ - 03025252520203010
115Radiographic Testing (RT) - for Structural Steel Field TestingHour$ - 0125$ - 03025252520203010
116Magnetic Particle Testing (MT)Hour$ - 0125$ - 03025252520203010
117Liquid Penetrant Testing (PT)Hour$ - 0125$ - 03025252520203010
118Visual InspectionHour$ - 0125$ - 03025252520203010
$ - 0
MISCELLANEOUS - OTHER$ - 0
119Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)Hour$ - 01815$ - 0785200510200120120900300
120Travel time to/from the Lab to the project site including the mileage charge for routine pick-up truck costs (Unit-cost of each test item shall not include any travel or stand-by time.)Hour$ - 01815$ - 0785200510200120120900300
Total (Estimated)
$ - 0$ - 0$ - 0$ - 0$ - 0$ - 0$ - 0
Some test methods have been withdrawn but have been included; test in accordance with the last active method.
$ 5,000,000.00$ 2,500,000.00$ 1,000,000.00$ 400,000.00$ 400,000.00$ 700,000.00$ 5,000,000.00
50%20%8%8%14%of Total
15%90%50%90%100%MIL
85%10%50%10%0%CIV

&"-,Bold"&16Regional - Pricing Schedule&"-,Regular"&11

Region: ______________________________________________

Estimated quantities are for bidding evaluation purposes only.

Quantities noted will not be used to determine the number of tests that will be used in this agreement.

Norcal

Line Item No.Test ProcedureUnitUnit PriceEst
QtySub-Total
Northern California Region
SOIL TESTING/AGGREGATE TESTING
1ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for ConcreteEach10$ - 0
2ASTM C 88 - Sodium Sulfate Soundness, Coarse AggregateEach10$ - 0
3ASTM C 88 - Sodium Sulfate Soundness, Fine AggregateEach10$ - 0
4ASTM C 88 - Magnesium Sulfate Soundness, Coarse AggregateEach5$ - 0
5ASTM C 88 - Magnesium Sulfate Soundness, Fine AggregateEach5$ - 0
6ASTM C 123 - Lightweight Particles in Coarse AggregateEach5$ - 0
7ASTM C 123 - Lightweight Particles in Fine AggregateEach5$ - 0
8ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by WashingEach145$ - 0
9ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateEach20$ - 0
10ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine AggregateEach15$ - 0
11ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineEach35$ - 0
12ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine AggregatesEach35$ - 0
13ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)Each45$ - 0
14ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve)Each40$ - 0
15ASTM C 142 - Clay Lumps & Friable Particles, Coarse AggregateEach5$ - 0
16ASTM C 142 - Clay Lumps & Friable Particles, Fine AggregateEach5$ - 0
17ASTM C 566 - Total Moisture Content in Coarse AggregateEach30$ - 0
18ASTM C 566 - Total Moisture Content in Fine AggregateEach30$ - 0
19ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves)Each20$ - 0
20ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves)Each20$ - 0
21ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method AEach10$ - 0
22ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method BEach10$ - 0
23ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter MoldEach90$ - 0
24ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter MoldEach30$ - 0
25ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) SieveEach20$ - 0
26ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)Each155$ - 0
27ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone MethodEach10$ - 0
28ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold)Each310$ - 0
29ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold)Each30$ - 0
30ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach30$ - 0
31ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag)Each40$ - 0
32ASTM D 2434 - Permeability by Constant HeadEach765$ - 0
33ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Each55$ - 0
34"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each515$ - 0
35"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each15$ - 0
36ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter)Each15$ - 0
37ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter)Each15$ - 0
38ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)Each15$ - 0
39ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve)Each45$ - 0
40ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve)Each190$ - 0
41ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-pointEach10$ - 0
42ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-pointEach10$ - 0
43ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or LargerEach10$ - 0
44ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse AggregateEach10$ - 0
45ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach40$ - 0
46ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach40$ - 0
47ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" DiameterEach40$ - 0
48ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" DiameterEach40$ - 0
49ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)Each10$ - 0
50ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve AnalysisEach80$ - 0
51ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)Each885$ - 0
52ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion TestingEach15$ - 0
53AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in SoilEach15$ - 0
54AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in SoilEach15$ - 0
55CTM 417 - Method of Testing Soils and Waters for Sulfate ContentEach15$ - 0
56CTM 422 - Method of Testing Soils and Waters for Chloride ContentEach15$ - 0
CUTOFF WALL TESTING
57ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach255$ - 0
58API RP 13B-1 - Bentonite Slurry DensityEach385$ - 0
59ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach20$ - 0
60ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach20$ - 0
61ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 3" DiameterEach20$ - 0
62ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 6" DiameterEach20$ - 0
63ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction SlurriesEach385$ - 0
RIPRAP TESTING
64ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate (at least 5 cycles and 5 different sizes)Each5$ - 0
65ASTM C 88 - Test Method for Soundness of Aggregates by Use of Magnesium Sulfate (at least 5 cycles and 5 different sizes)Each2$ - 0
66ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateEach15$ - 0
67ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineEach10$ - 0
68ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap MaterialsEach10$ - 0
CONCRETE TESTING
69ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)Each130$ - 0
70ASTM C 31 - Practice for Making and Curing Test Specimens (Set of three 4"x8" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)Each120$ - 0
71ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of two 6"x12" Specimens)Each130$ - 0
72ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of three 4"x8" Specimen)Each120$ - 0
73ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens) - per coreEach40$ - 0
74ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens) - per coreEach50$ - 0
75ASTM C 78 - Flexural Strength by Third Point LoadingEach20$ - 0
76ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube)(2-3 minimum must be run per ASTM)Each70$ - 0
77ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of ConcreteEach30$ - 0
78ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)Each100$ - 0
79ASTM C 157 - Length Change of Concrete and Mortars (price per set of three specimens as required by the the ASTM)Each10$ - 0
80ASTM C 173 - Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method (when not ordered as a part of ASTM C31)Each30$ - 0
81ASTM C 174 - Concrete Thickness by Drilled CoresEach30$ - 0
82ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method (when not ordered as a part of ASTM C31)Each50$ - 0
83ASTM C 232 - Test Method for Bleeding of ConcreteEach10$ - 0
84ASTM C 567 - Test Method for Determining Density of Structural Lightweight ConcreteEach15$ - 0
85ASTM C 597 - Standard Test Method for Pulse Velocity Through Concrete (Field Testing per hour)Hour30$ - 0
86ASTM C 856 - Petrographic Examination of Hardened ConcreteEach5$ - 0
87ASTM C 1019 - Sampling and Testing GroutEach55$ - 0
88ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)Each255$ - 0
89ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)Each15$ - 0
90ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar-Bar Method)Each5$ - 0
91ASTM C1611 - Test Method for Slump Flow of Self-Consolidating ConcreteEach80$ - 0
92ASTM C 1688 - Test Method for Density and Void Content of Freshly Mixed Pervious ConcreteEach10$ - 0
93ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test CylindersEach155$ - 0
94ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach40$ - 0
95ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach40$ - 0
96ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 3" DiameterEach40$ - 0
97ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Molded) 6" DiameterEach40$ - 0
98ASTM E 114 - Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing (Field Testing per hour)Hour30$ - 0
TESTS FOR ASPHALT AND ASPHALT MIXTURE TESTING
99ASTM D2041 - Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures (per hot mix bulk sample)Each30$ - 0
100ASTM D5581 - 07a(2013) Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen)
(per set of 3 specimens)Each30$ - 0
101ASTM D2726 - Bulk Specific Gravity and Density of compacted Bituminous Mixtures (2 specimens at mat, 1 specimen at joint)Each30$ - 0
102ASTM D2172 - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (per hot mix bulk sample)Each30$ - 0
103ASTM D2950 - Density of Bituminous Concrete in Place by Nuclear MethodsEach30$ - 0
104ASTM D 3203 - Percent Air VoidsEach10$ - 0
105ASTM D2172 Standard Test Methods for Quantitative Extraction of Asphalt Binder from Asphalt MixturesEach10$ - 0
106ASTM D 6307 - Asphalt Content of Hot-Mix Asphalt by Ignition Method (price to include calibration per test)Each10$ - 0
107ASTM D6927 - Marshall Stability and Flow of Bituminous MixturesEach10$ - 0
108ASTM C42 - Obtaining and Testing Drilled CoresEach50$ - 0
MASONRY FIELD TESTING
109ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens (price per cube)(2-3 minimum must be run per ASTM)Each95$ - 0
110ASTM C140 - Sampling and Testing Concrete Masonry and Related Units; Base and Annex A1 onlyEach10$ - 0
111ASTM C780 - Evaluation of Mortars for Plain and Reinforced Unit MasonryEach130$ - 0
112ASTM C1019 - Sampling and Testing GroutEach60$ - 0
113ASTM C1314 - Test Method for Compressive Strength of Masonry PrismsEach150$ - 0
STRUCTURAL STEEL FIELD TESTING
114Ultrasonic Testing (UT)Hour30$ - 0
115Radiographic Testing (RT) - for Structural Steel Field TestingHour30$ - 0
116Magnetic Particle Testing (MT)Hour30$ - 0
117Liquid Penetrant Testing (PT)Hour30$ - 0
118Visual InspectionHour30$ - 0
MISCELLANEOUS - OTHER
119Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field meetings, (Unit-cost of each test item shall not include any travel or non-directed stand-by time.)Hour785$ - 0
120Travel time to/from the Lab to the project site including the mileage charge for routine pick-up truck costs (Unit-cost of each test item shall not include any travel or stand-by time.)Hour785$ - 0

Total Evaluated Price for Northern California Region $ - 0

Some test methods have been withdrawn but have been included; test in accordance with the last active method.
$ 5,000,000.00

Region: ______________________________________________

Quantities noted will not be used to determine the number of tests that will be used in this agreement.

Bay Area

Line Item No.Test ProcedureUnitUnit PriceEst
QtySub-Total
California "Bay Area" & Stockton-Modesto Region
SOIL TESTING/AGGREGATE TESTING
1ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for ConcreteEach5$ - 0
2ASTM C 88 - Sodium Sulfate Soundness, Coarse AggregateEach5$ - 0
3ASTM C 88 - Sodium Sulfate Soundness, Fine AggregateEach5$ - 0
4ASTM C 88 - Magnesium Sulfate Soundness, Coarse AggregateEach5$ - 0
5ASTM C 88 - Magnesium Sulfate Soundness, Fine AggregateEach5$ - 0
6ASTM C 123 - Lightweight Particles in Coarse AggregateEach5$ - 0
7ASTM C 123 - Lightweight Particles in Fine AggregateEach5$ - 0
8ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by WashingEach100$ - 0
9ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateEach30$ - 0
10ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine AggregateEach5$ - 0
11ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineEach40$ - 0
12ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine AggregatesEach110$ - 0
13ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)Each120$ - 0
14ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve)Each5$ - 0
15ASTM C 142 - Clay Lumps & Friable Particles, Coarse AggregateEach5$ - 0
16ASTM C 142 - Clay Lumps & Friable Particles, Fine AggregateEach5$ - 0
17ASTM C 566 - Total Moisture Content in Coarse AggregateEach5$ - 0
18ASTM C 566 - Total Moisture Content in Fine AggregateEach5$ - 0
19ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves)Each45$ - 0
20ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves)Each45$ - 0
21ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method AEach5$ - 0
22ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method BEach5$ - 0
23ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter MoldEach15$ - 0
24ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter MoldEach30$ - 0
25ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) SieveEach30$ - 0
26ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)Each20$ - 0
27ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone MethodEach5$ - 0
28ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold)Each345$ - 0
29ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold)Each15$ - 0
30ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach5$ - 0
31ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag)Each5$ - 0
32ASTM D 2434 - Permeability by Constant HeadEach90$ - 0
33ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)Each10$ - 0
34"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each90$ - 0
35"ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)Each5$ - 0
36ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter)Each15$ - 0
37ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter)Each5$ - 0
38ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)Each5$ - 0
39ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve)Each20$ - 0
40ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve)Each155$ - 0
41ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-pointEach5$ - 0
42ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-pointEach5$ - 0
43ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or LargerEach5$ - 0
44ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse AggregateEach10$ - 0
45ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" DiameterEach5$ - 0
46ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" DiameterEach5$ - 0
47ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" DiameterEach5$ - 0
48ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" DiameterEach5$ - 0
49ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate (pricing per sieve tested; test can be performed on any number of sieves)Each10$ - 0
50ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve AnalysisEach15$ - 0
51ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)Each785$ - 0
52ASTM G 51/T289 - Test Method for Measuring pH of Soil for Use in Corrosion TestingEach5$ - 0
53AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in SoilEach2$ - 0
54AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in SoilEach2$ - 0
55CTM 417 - Method of Testing Soils and Waters for Sulfate ContentEach2$ - 0
56CTM 422 - Method of Testing Soils and Waters for Chloride ContentEach2$ - 0
CUTOFF WALL TESTING
57ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive SoilEach30$ - 0
58API RP 13B-1 - Bentonite Slurry DensityEach45$ - 0

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