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<br />..' <br /> <br /> <br /> <br />FUGRO WEST, INC. <br />2009 FEE SCHEDULE <br />LABORATORY AND MATERIALS TESTING <br /> <br /> <br />CLASSIFICATION TESTS <br /> <br />Moisture Content and Visual Classification <br />(ASTM 02216/02488) ................................$ 25 <br />Total and Ory Oensities <br />(With Moisture Content ASTM 02937) ........ $ 35 <br />Add for Shelby Tube with above Tests............. $ 20 <br />Plastic and Liquid (Atterberg) Limits <br />(ASTM 04318) ..............................................$ 155 <br />Specific Gravity (AASHTO T100) .....................$ 95 <br />Organic Content (ASTM 02974) ......................$ 95 <br />Sand Equivalent (ASTM 02419) ......................$ 95 <br />Sieve Analysis (ASTM 0422) .........................$ 105 <br />Less Than 200 grams of Fine-Grained Soil <br />Sieve Analysis (ASTM C136, Cal 202) <br />Coarse Fraction .............................................$ 60 <br />Fine Fraction with Wash................................$ 110 <br />Percent Passing #200 Sieve (ASTM 01140) $ 70 <br />Particle Size Analysis - <br />Sieve & Hydrometer (ASTM 0422)............. $ 175 <br />Quick Hydrometer Analysis ........................... $ 90 <br /> <br />VOLUME CHANGE TESTS <br />Incremental Consolidation (ASTM 02435)...... $ 375 <br />Additional Load Increment or Time Rate.......... $ 60 <br />Quick Cons., max 8 Loads (16 ksf max) .........$ 260 <br />Constant Rate of Strain Consolidation, <br />- To 16 ksf max (ASTM 04186) ....................$ 425 <br />- With Intermediate Rebound and Reload.... $ 500 <br />Expansion Index (ASTM 04828; UBC 29-1)... $ 235 <br />Percent Swell (ASTM 02435)...........................$ 115 <br />Swell Pressure and <br />Percent Swell (ASTM 04546) .......................$ 260 <br /> <br />STATIC STRENGTH TESTS <br />Hand Penetrometer.......................................... $ 15 <br /> <br />Torvane ............................................................. $ 25 <br />Miniature Vane (ASTM 04648) ........................$ 50 <br />Miniature Vane, with Residual..........................$ 55 <br />Core Compression Test (Excl Stress-Strain) .. $ 80 <br />Unconfined Compression, Soil (ASTM 02166) $ 100 <br />Unconfined, Rock (ASTM 02938)....................$ 130 <br />Triaxial Unconsolidated Undrained...................$ 140 <br />(ASTM 02850) <br />Triaxial Consolidated Orained <br />Single-Stage .............................................. .... $ 650 <br />Multi-Stage..................................................... $ Quote <br />Triaxial Consolidated Undrained (w/Pore Pressure) <br />Single-Stage (ASTM 04767).........................$ 440 <br />Multi-Stage..................................................... $ Quote <br />Oirect Shear, CO, 3 points (ASTM 03080)..... $ 435 <br />Consolidated Undrained, 3 points ................$ 345 <br />Add for Residual Strength, per point...... $ 50 <br /> <br />Note: <br /> <br />Our laboratories are accredited by AASHTO, <br />Caltrans, and the US Army Corps of Engineers <br /> <br />Page 1 of 2 <br /> <br />HYDRAULIC CONDUCTIVITY <br />AND OTHER TESTS <br />Soil Chemistry for Corrosion <br />(pH, chloride, sulfate, resistivity)....................$ <br /> <br />pH (soil) ................................................ ............... <br /> <br />pH (water) ........ ................................................. $ <br />Permeability - CH up to 4" Oiameter.................$ <br />Permeability - CH 6" Oiameter..........................$ <br />Permeability - Flexible Wall (ASTM 05084) . $ <br /> <br />EARTHWORK TESTS <br /> <br />Standard Proctor, 4 point (ASTM 0698) <br /> <br />- 4-inch mold ..................................................$ <br /> <br />- 6-inch mold ..................................................$ <br /> <br />Modified Proctor, 4 point (ASTM 01557) <br /> <br />- 4-inch mold ..................................................$ <br /> <br />- 6-inch mold.................................................. $ <br /> <br />California Impact Compaction (CaI216) ..... $ <br />Moisture - Oensity Check Point <br /> <br />- 4-inch mold ..................................................$ <br /> <br />- 6-inch mold ..................................................$ <br /> <br />Rock Correction for above................................ $ <br />Soil Cement - Moisture/Oens. (ASTM 0558) $ <br />Index Oensity and Unit Weight (ASTM 04253) <br /> <br />Maximum....................................................... $ <br /> <br />Minimum .............................................. .......... $ <br />R-Value (ASTM 02844: Ca1301) .....................$ <br />Treated Soil...................................................$ <br />Agg regate Base............................................. $ <br />Base with Admixture......................................$ <br />CBR (One Point) (ASTM 01883)......................$ <br />Proctor Compaction w/above CBR..................... <br />Surcharge for Addition of Admixture................. $ <br /> <br />AGGREGATE TESTS <br /> <br />Percent passing #200 Sieve for Aggregate <br />(ASTM C 117) ................................................ $ <br />Unit Weight and Voids in Aggregate <br />(ASTM C29, Ca1212) ....................................$ <br />Organic Impurities of Concrete Aggregates <br />(ASTM C40)................................................... $ <br />Sieve Analysis of Coarse Aggregate <br />(ASTM C136, Ca1202) .................................$ <br />Additional Test Increment of 10 kg ...................$ <br />Sieve Analysis of Fine Aggregate <br />(ASTM C136, Ca1202) .................................$ <br />Specific Gravity & Absorption - Coarse <br />(ASTM C127, Ca1206) .................................$ <br />Specific Gravity & Absorption - Fine <br />(ASTM C128, Ca1207) .................................$ <br />Cleanness Value (ASTM C142, CaI227).........$ <br />Ourability Index - Coarse or Fine <br />(ASTM C3744, CaI229)................................$ <br />Sand Equivalent of Graded Aggregate <br />(ASTM 02419, CaI217)................................$ <br />Percentage of Crushed Particles <br />(ASTM 05821, Ca1205) ................................ $ <br />Moisture Content of Aggregate (ASTM C566) $ <br /> <br />250 <br />Quote <br />30 <br />325 <br />425 <br />360 <br /> <br />200 <br />240 <br /> <br />235 <br />275 <br />250 <br /> <br />75 <br />100 <br />90 <br />275 <br /> <br />315 <br />135 <br />310 <br />325 <br />335 <br />350 <br />340 <br />Extra <br />50 <br /> <br />85 <br /> <br />95 <br /> <br />55 <br /> <br />60 <br />30 <br /> <br />110 <br /> <br />80 <br /> <br />125 <br />140 <br /> <br />140 <br /> <br />95 <br /> <br />100 <br />60 <br /> <br />January 2009 FWI <br />