Agmt06 Bay Area Geotechnical Group - Consulting Geotechnical Engineering Services

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MISCELLANEOUS CHARGES Charges for special or unusual services or equipment are computed on the basis of cost plus 15 percent. Some samples of such outside services are: Printing and Reproduction Rented Cars or Pick-up Trucks Transportation on Public Carriers Special Fees, Permits, Insurance, etc. Rented Heavy Equipment Shipping Charges Meals and Lodging Craftsmen and Laborers Health and Safety Equipment Each order for copies of previously issued reports not exceeding ten pages including plates and attachments is billed at $50.00 for the first copy and $100.00 for each additional copy. The cost for copies previously issued reports exceeding ten pages or for copies requiring special art work will be determined on a time-and-expense basis. LABORATORY CHARGES Charges for laboratory tests include the usual laboratory work and the reporting of test results only. Charges for reduction and/or analysis of test data are based on hourly personnel charges. Charges for special tests are based on hourly personnel charges plus a charge of$IO.OO per hour for laboratory equipment. Moisture and Dry Density ................................................................... $ 20.00 Plasticity Index. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110.00 Wash Analysis, percent passing No. 200 screen ................................................... 50.00 Sieve Analysis, dry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90.00 Sieve Analysis, including wash ................................................................ 100.00 Combined Analyses, including wash and hydrometer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 160.00 Hydrometer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 140.00 Specific Gravity, non-cohesive soil ............................................................. 60.00 Specific Gravity, cohesive soil. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65.00 Unconfined Compressive Strength. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55.00 Direct Shear, undisturbed sample. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50.00 Direct Shear, undisturbed sample, saturated. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60.00 Direct Shear, remolded sample. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90.00 Direct Shear, remolded sample, saturated ........................................................ 100.00 Triaxial Shear, unconsolidated, undrained. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80.00 Triaxial Shear, unconsolidated, undrained, remolded ............................................... 150.00 Triaxial Shear, consolidated, undrained with pore-pressure measurements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 400.00 Triaxial Shear, consolidated, undrained with pore-pressure, remolded .................................. 450.00 Consolidation, undisturbed sample ............................................................. 230.00 Consolidation, remolded sample ............................................................... 260.00 Permeability, undisturbed sample (constant head) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 100.00 Permeability, remolded sample (constant head) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 130.00 Permeability, undisturbed (falling head with back pressure) ......................................... 230.00 Shrink-Swell, undisturbed sample .............................................................. 90.00 Shrink-Swell, remolded sample. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120.00 Sand Equivalent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90.00 R-Value with Expansion Pressure, (soils) ........................................................ 215.00 R-Value, (base rock) ......................................................................... 190.00 CBR, Corps of Engineers method, cohesionless soil. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 345.00 CBR, Corps of Engineers method, cohesive soil. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 515.00 Compaction, 4-inch-diameter mold ............................................................. 180.00 Compaction, 6-inch-diameter mold ............................................................. 170.00 Compaction, Cal-Impact . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 200.00 Compaction, check point only ................................................................. 80.00 Relative Density, cohesionless soil ............................................................. 155.00 Dynamic Tests .................................................................. Prices on Request (7/06) -2- BA~~