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<br /> ~ ' <br /> LABORATORY SCHEDULE OF CHARGES <br /> TYPE OF TEST UNIT PRICE <br /> Moisture Content S 12 <br /> Moisture/Density <br /> Rings S 17 <br /> Shelby tubes S 27 <br /> Organic Cornent (ASTM D 2974) S 39 <br /> Particle Size Analysis <br /> Sieve (ASTM C 136-84a) (includes -200 Wash, Dry Sieve) S 80 <br /> Percent passing No. 200 (ASTM C 117-87/D 1140-54) S 44 <br /> Combined sieve and hydrometer (ASTM D 422-63) S 185 <br /> Atterberg Limits (ASTM D 4318-84) S 105 <br /> Nonelastic S 44 <br /> Specific Gravity (ASTM D 854-83) S 44 <br /> Soil Resistivity S 110 <br /> Ph of Soil G45TM G 51) S 22 <br /> Compaction (ASTM D 1557-91/D 698.90, Methods A, B and C) <br /> 1 point S 78 <br /> 3 point S 175 <br /> Direct Shear (,45TH D 3080-90) <br /> Per paint S 150 <br /> 3 points S 350 <br /> Consolidation (ASTM D 2435-90) <br /> (with 2 timed rebounds) S 355 <br /> Resilient Modulus <br /> In-situ sample S 600 <br /> Remolded sample (includes compaction and sample preparation) S 900 <br /> Permeability <br /> Falling head in rigid wall permeameter (Army Corps Eng. EM 11 10-2-1906, VII-13) S 105 <br /> In triaxial cell with back pressure saturation (ASTM D 5084-90) S 395 <br /> ' Unconfined Compression <br /> Unconfined compression of undisturbed soil samples (ASTM D 2166-85) S 110 <br /> Unconfined compression of cement-treated soils S 78 <br /> Triaxial Compression <br /> Unconsolidated, undrained (back pressure saturation) S 305 <br /> Consolidated, undrained, 1 point (ASTM D 4767-88) S 400 <br /> Consolidated, undrained, strength envelope (ASTM D 4767-88) S 1200 <br /> CBR with 3 point Proctor (ASTM D 1883-87) S 475 <br /> Samplefreparation and Other Tests Charged at Hourly Rates <br /> GeoDesign, Inc. reserves the right to subcontract any laboratory testing listed in our scope of work and to apply charges <br /> for subcontracted testing at the rates listed above. <br /> Q~• DESIGN= LaboratoryScheduleofCharges:012004 <br /> <br />