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Exhibit C Page 2of3 • <br /> Laboratory Schedule of Charges - 2017 <br /> Type of Test Unit Price <br /> Soil Index and Classification Tests ----- <br /> ' Soil Description(ASTM D 2488) -- -- _-.. .. ----------.. ------- ... -- <br /> Moisture Content <br /> Oven(ASTM D 2216) $ 19 <br /> r- Moisture/Density(ASTM D 7263,D 2937) <br /> Rings — -. ----- <br /> _$ ....—_ 40 <br /> Shelby Tubes,waxed chunk _ $ _ -___-- 50 <br /> • Tubes(liners),chunk -$ 45 <br /> -- <br /> Particle Size Analysis <br /> - Percent Passing No.200(ASTM D 1140) _-.- --- ---.-. .- -.-.---.---.--,.- 75 <br /> - ---- ----- <br /> Sieve(ASTM D 422,D 6913,C 136 includes minus 200 Wash,Dry Sieve) -.-._ $ 120... . __...___.- <br /> Hydrometer Only(ASTM D 422,minus#10 fraction) --_ __-__- $.._ __- 160 <br /> Combined Sieve and Hydrometer(ASTM D 422-63) _._ _. ._— 230 <br /> Organic Content(ASTM D 2974) $ 70 <br /> Specific Gravity(ASTM D 854) --$ 90 <br /> ------- ---- - <br /> Atterberg Limits(ASTM D 4318) __ --- ....- _-- 170 <br /> -- 0 <br /> Nonplastic -$ 7 7 <br /> Porosity(includes Moisture Content,Dry Density,and Specific Gravity)_(ASTM D__7_263_)__ _ $ 130 <br /> Compaotion(ASTM D 698/D 1557,AASHTO T 99/T 180,Methods A,B and C) <br /> Granular/Cohesive(1 Point) $ 110 <br /> Granular(4 Point) $ --- 5 <br /> Cohesive(4 Point) $ 250 <br /> Shrinkage Factors of Soils by Wax Method(ASTM D 4943) $ 70 <br /> Strength and Consolidation Tests - _ - __.-__-.. ____ .-_-.___ .----- -- - <br /> Triaxial Compression <br /> Unconfined Comp.Strength-UCS(ASTM D 2166) ___--- -...$__.---- 130 <br /> Unconsolidated Undrained-UU(ASTM D 2850) $ 250 <br /> Unconsolidated Undrained(back pressure saturation) —-_______. 480 <br /> Consolidated Undrained-CU(ASTM D 4767)with pore pressure measurement $ 600 <br /> Consolidated Drained-CD(Army Corps of Engineers EM 1110-2-1906 Appendix X) $ 650 <br /> Consolidated Undrained or ConsolidatedDrained(3 points,staged) $ 1,500 <br /> Consolidation(ASTM D 2435) <br /> With 2 timed load increments 600 <br /> Additional timed load increments,each 60 <br /> : Constant Rate of Strain Consolidation(ASTM D 4186) ---__ .--_ —_ $ 675 <br /> One-Dimensional Swell(ASTM D 4546) <br /> Methods A and B $ 400 <br /> Method C -- .....CBR,1 point with Proctor(ASTM D 1883) $ 450 <br /> • Additional points,each $ 100 <br /> Corrosion Tests <br /> Soil Resistivity(ASTM G 187) $ 65 <br /> pH of Soil(ASTM D 4972/G 51) -. . -- — - - $.. 40 - <br /> Sol50 <br /> uble Sulfates(US EPA 375.4) $ <br /> - -- - <br /> Sulfides - - $ 42 <br /> 42 <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 $ 155 <br /> r <br /> moisture) . <br /> • <br /> Schedule_Lab_Inside_Charges_Redmond-Seattle-Tacoma-Portland-201-58 G EOENGI N EES 1 <br />