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EXHIBIT C (2 OF 3) <br />Schedule of Charges - 2010 <br />Type of Test <br />Soil Index and Classification Tests <br />Soil Description (ASTM D2488-90) <br />$ <br />Moisture Content <br />Oven (ASTM D2216-90) <br />$ <br />Moisture/Density <br />Rings <br />$ <br />Shelby Tubes, waxed chunk <br />$ <br />Tubes (liners), chunk <br />$ <br />Particle Size Analysis <br />Percent Passing No. 200 (D1140-54) <br />$. <br />Sieve (ASTM D422.63, C136 -95a includes minus 200 Wash; Dry.Sieve) <br />$ <br />Hydrometer Only (ASTM D422-63, minus #10 fraction) <br />$ <br />Combined Sieve and Hydrometer (ASTM D422-63) <br />$ <br />Organic Content (ASTM D2974) <br />$ <br />Specific Gravity (ASTM D854-83) <br />$ <br />Shrinkage Factor (ASTM D4943-95) <br />$ <br />Soil Resistivity <br />$ <br />pH of Soil (ASTM 4972-95a) <br />$ <br />Soluble Sulfates (US EPA 375.4) <br />$ <br />Sulfides <br />$ <br />Eades pH Test (to determine the percentage of lime to add to soil for lime/soil cement) <br />$ <br />Ductile Iron Pipe Research Association 10 Point Soil Evaluation Procedure <br />(ANSI/ANSW C105/A21.5). Includes evaluation of resistivity, pH,.Redox potential, sulfides and <br />$ <br />moisture) <br />Atterberg Limits (ASTM D4318-84) <br />$ <br />Nonplastic <br />$ <br />Compaction (ASTM D1557 -91/D698-90, AASHTO T-180, Methods A, B and..C) <br />1 point <br />$ <br />3 point <br />$ <br />Strength and Consolidation Tests <br />Vane Shear {ASTM D4648) <br />3 points <br />Direct Shear (ASTM D3080-90) <br />Per point <br />Triaxial Compression <br />Unconfined Comp. - UC (ASTM D2166-85) <br />Unconsolidated Undrained - UU (ASTM D2850-78) <br />Unconsolidated Undrained (back pressure saturation) <br />Consolidated Undrained - CU (ASTM D4767-88) with pore pressure measurement <br />Consolidated Drained - CD (Army Corps of Engineers EM 1110-2-1906 Appendix X) <br />Consolidated Undrained or Consolidated Drained (3 points, staged) <br />Consolidation (ASTM D2435-90 <br />With 2 timed load increments <br />Additional timed load increments, each <br />One -Dimensional Swell (ASTM D4546-90) <br />Methods A and B <br />Method C <br />CBR, 1 point with Proctor (ASTM D1883-87) <br />Additional points, each <br />135 <br />Schedule Lab Inside Charties_Redmond - 2010 <br />14 <br />Unit Price <br />12 <br />16 <br />25 <br />40 <br />40 <br />50 <br />85 <br />115 <br />185 <br />60' <br />55 <br />70 <br />35 <br />35 <br />35 <br />35 <br />90 <br />120 <br />105 <br />65 <br />95 <br />190 <br />55 <br />125 <br />90 <br />175 <br />350 <br />500 <br />500 <br />1,200 <br />450 <br />40 <br />350 <br />600 <br />325 <br />85 <br />GEOENGINEERS <br />