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<br />. . <br />CHEN AND ASSOCIATES, INC. <br />FEE SCHEDULE <br /> <br />FIELD INVESTIGA nON <br />Dolling & Standard Sampling (per 1001) . <br />4.tnch Solid Auger. <br />Hollow Stem Auger . t" . <br />Rotary and Diamond Core Dnlllng <br />E.dra Sampling, Shelby Tuoes. PaQ!l:er Tests. load Tests, ale <br />Drill RIg Travel <br />Rig Sland.by Time <br />EqUIpment Rental (BaCkhOe. ATV dnll rIg, air compressor. seismograph. reslsllvlty meIer, <br />Gascope. etc,) or supplies <br />Pressuremeler. SIOOfday lor Instrument plus CO$! 01 membranes <br />Field Engineer or Technician. <br />Ovenime. over 10 hours per day, Saturday. Sunday and Holidays <br /> <br />o. <br /> <br />" <br /> <br />LABORATORY TESTING <br />SOIL <br />Nl\Iural DenSity and MOISlure Conlenl <br />Alterberg Limit (ASTM 0-423 and 424) <br />SpeCific Gravity (ASTM 0-854) <br />Gradation AnalysIs (ASTM 0-422) <br />a All Standarrl Sieves to .11'200 Sieve <br />b. Less lhan 1"(' Down to .11'200 Sieve <br />C. Percenl Less Than 11200 Sieve <br />d. Hydromeler AnalYSIS. add <br />Swell,COnsolldatlon <br />a. Loaded 10 3.000 ps' <br />b. Per Load In Addition 10 3.000 psI <br />Tlme.Consohdatlon (ASTM 0-2435) <br />Unconllned CompressIVe Strenglh (ASTM 0-2166) <br />Direct Shear. per POint <br />a. Unconsolidated.Undralned (QUick Test) <br />b. Consolidated-Undrained <br />c. Consolldated.Qralned (ASTM 0-30801 <br />TriaXial Shear. per pOlnl <br />a. Unconsohdated.Undralned (QUick Test) <br />b. Consohdaled-Undralned <br />With Pore Pressure (A.Tesll <br />c. Consolidated.Qralned (S.TeSl) <br />Permeatullty <br />a. Falling or Constant Head. 2-4'" ola. <br />b. Tflaxlal Permeability <br />c. Aemolded (Wa,PR e.13) <br />Slandaf(~ Proctor Compaction (ASTM 0-698) <br />MOdilied Proctor Compaction (ASTM 0-1557) <br />Check Point Proctor <br />Relative DenSity (ASTM 0.2049) <br /> <br />Ellecllve January 1. 1984 <br /> <br />0-30' <br />S 475 <br />700 <br /> <br />30-60' <br />S 5.50 <br />8.00 <br /> <br />Over 60. <br />S 600 <br />900 <br />Charge Varies wllh Job <br />Charge Vane'i With Job <br />170/mlle <br />50.001hr <br /> <br />Cost + 20010 <br /> <br />29 DO/hr. <br />35 DO/hr. <br /> <br />S 6,00 <br />2800 <br />2000 <br /> <br />SOIL <br />Call1ornla Beanng RatiO (ASTM 0.1883). , .POInt <br />California Beaflng RatiO (ASTM D.(883). 3'POlnl <br />"R" Value Hveem StabilOmeter (ASTM 0-1560) <br />Water SOluble Sullate . <br />pH <br />Organic Contenl <br /> <br />S7500 <br />20000 <br />20000 <br />1500 <br />6,00 <br />2000 <br /> <br />32.00 <br />2800 <br />12.00 <br />15.00 <br /> <br />2800 <br />500 <br />24000 <br />20.00 <br /> <br />ROCK <br />Natural Oenslly and MOisture COntent (ISAM) <br />POlnl Load (ISAM) <br />Slake OuraOlhly (lSAM) <br />BraZIlian Test (ISAM) <br />Swell-Consolidation (ISAM) <br />a. Additional Loads. add <br />Uniaxial <br />a. Peak Slrength (A TSM D.293B) <br />b Wllh Young's MOduluS & POlssons RallO <br />(ASTM D.3148) <br />Direct Shear per pOInt <br />(SOlid. JOints or Pre. Sheared) <br />a. Unconsolidated.Undralned . <br />o. CAN MET Procedure. <br />c. With SaturatIon. add. <br />Triaxial Shear. per pOint <br />a. Unconsolidated. Undrained (ASTM D.2664) <br />b With Young 5 MOdulus & Poisson's RallO <br />c. On JOIntS {CAN MET) <br />SpeCIal Testing <br />LaooralOry TechniCian <br /> <br />BO 00 <br />B5.00 <br />10.00 <br /> <br />1500 <br />10 CO <br />50.00 <br />1000 <br />40,00 <br />5,00 <br /> <br />6000 <br />75.00 <br />16500 <br /> <br />50.00 <br /> <br />85.00 <br /> <br />140.00 <br /> <br />275.00 <br />400.00 <br /> <br />55.00 <br />200.00 <br />t7500 <br />6000 <br />70.00 <br />20.00 <br />75.00 <br /> <br />110.00 <br />185.00 <br />65.00 <br />Quotation on Requesl <br />27.00/hr. <br /> <br />CONSTRUCTION OBSERVATION <br />Full Time Observation <br />a. Field Engineer or TechniCian <br />o SenIOr Field EI",glneer or TechniCian <br />c. Overtime. over 10 hours per day, Saturday. Sunday and Holidays <br />d. Field Laboratory <br />e. Nuclear Gauge <br />l. Vehicle <br />Part Time Observation <br />MinImUm 2.hour Charge (InCludes vehlc!e anCl nuclear gaugel <br /> <br />S 27 QO/hr. <br />33,00fhr. <br />3300thr <br />20 DO/day <br />25.00/day <br />20 OO/day <br /> <br />33.00Ihr. <br /> <br />ENGINEERING <br />(Covers plannIng and general SUParvtslon. held ttlps. analYSIS. consultation, preparation 01 reports. and travel time). <br />Pnnclpal Engineer <br />Senior PrOlect Engineer or GeOlogIst <br />PrOject Engineer or Geologist <br />Stall Engineer or <3eolO9lsl <br />Jr, EngIneer or TechnICian <br />Drattsman . <br />Special Consullatlon, Expen TeslIrnony and Court Appearance (MinImum) <br /> <br />S 6500/hr. <br />58.00thr <br />48.0Qthr. <br />3S.00ihr. <br />27.J5.00/hr. <br />23 DO/hr. <br />450.550.00/daV <br /> <br />MISCELLANEOUS <br />Auto or PICkUP Mileage (OutSIde MetroPOlllan Area) <br />Out.ol.town living eJl.penses. (SuOSlslence f S20.00!man-day). commerCIal lravel COSlS. eqUIpment renlal. ate <br />Computer Time In.HOuse <br />Computer Time Vendor <br />Imerest charged alter 45 days Irom InVOice oale <br /> <br />S20 DO/day + 0 30/mlle <br />Cosl ... 20% <br />5000thr <br />Cost .. 20010 <br />1 1/1 Ofolmonlh <br />