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GEOTECHNICAL LABORATORY SERVICES 01, All units prices a~ for individual routine tests perfonned under standard procedures which do not requi~ special equipmenL The unit pricea do not include engi.-ring charges for supervision of laboratory testing programs and coordination between the laboratory, project ensineer. and the clienL Also, not included in the unit COllt sre data summarization. summary data plots and engineering reports of test procedures and results. Therefo~, additional engineerins charges should be included in estimating total coat for all testing prosramll. This coat generally amounts to I()CJI, to ~ of the totaltestins program. clependinS upon the ac:ope and nature of the tests performed in the program. Ideatlftcatlon Visual Engineering Classification (I)............. ...... ................. ........... ............ ........... ............................. ..... ............................. ...... ...Per Sample... ..$ Water Content.. ............ ............................................... ........... ............................................... ...... ................. ............ ...... ................. .Per Santple... ..$ Unit Ory Weight Detennination............ ............ ............................... .................. ............ ................................................. ...... ...... .........Per Test... ..$ Specific Gravity.. ................ .......... ........... ........... .......... ........... ................ ..... ........................... ................ ..... ............................... . ........Per Test... ..$ Atterberg Urnits (3 Point Test)... .......... ..................... ............................... ..................................... .......... ............................... .............Per Test... ..$ One Point Atterberg Limits......... .......... ..................... ........... .................... ..... ................................ .......... ............................................Per Test.....$ Shrinkage Limit Tests......................................... ............ ...... ......................... ...... ............ ...... ............ ...... ........................ ...... ............ ...Per Test... ..$ Grain Size - Sieve Analysis (Washed) 500-700 gm Sampled............................................................................................................Per Test.....$ Sieve Analysis (Unwashed) 500-700 gm Sampled.......................................................................................................Per Test.....$ Additional Sieves Over Seven. .............................. ..... .......... ..................... ..... .......... .......... .................... .......... ...... .............Each.. ...$ Grain Size - Cornbined Analysis (Hydrorneter and Sieve).................................................................................................................Per Test.....$ Grain Size - Hydrometer (Without Sieve)................. .......... ........... ..... ..... .......... ..... ............................................................................Per Test.....$ Percent Passing .200 Sieve............... ...................... ................................. .................................................................................... ........Per Test... ..$ Organic Content. .................................. ............ ................................................... ........... ................................................... ...... ..............Per Test... ..$ Undisturbed Sample Classification: . Extrusion and Sample Preparation of Undisturbed Thin Wall Samples 2.8 In. Sample................................................................Per Tube.....$ 2 5.0 In. Santple................................................................Per Thbe.....$ Logging and Classification of Undisturbed Samples( )....................................................................................................................Per Tube.. ...$ HNU Volatile Organic Scanner (Lab Use).........................................................................................................................................Per Hour.....$ 3.50 6.00 lO.OO 42.00 43.00 30.00 35.00 70.00 57.00 7.00 100.00 50.00 25.00 32.00 . , )X 1V: -... el, :ni 1V -oj ,ni 13.50 25.00 70.00 30.00 ,oj raJ Note: (I) (2) Price includes extrusion of 1.8 in. diameter shelby tubes and wet or dry sample p~paration u required. For larger samples, see extrusion and sample prep..ation. Lossing and cluaification of undisturbed samples includes visual cluaification and complete characterization includins notation of diac:ontinuities and disturbances; photographs of samples, natural water content at top, middle. and bottom, and in tube unit weiShL )v, Compaction ud Density California Bearing Ratio (CBR) Test...... ............. ................... ..................................... ................... ............................... ......................Per Test... ..$ 200.00 CBR, AASIITO Method......................................................................................................................................................................Per Test... ..$ 440.00 IS Harvard Minature Compaction Test..... .......................... ...................................... ................... ............. .......................... ...... ................Per Test.....$ 75.00 Standard Ptoctor ASTM 0-698 - 4 In. (Method A).,..........................................................................................................................Per Test.....$ 65.00 6 In. (Method B. C or 0)................................................................................................................Per Test.....$ 72.00 : s Modified Proctor ASTM 0-1557 - 4 In. (Method A).........................................................................................................................Per Test.....$ 70.00 6 In. (Method B, C or D)................................................................................................................Per Test.....$ 75.00 One Point Proctor - Standard or Modified..........................................................................................................................................Per Test.. ...$ 45.00 Relative Density on Cobesionless Soils............... ...... ............ .................. .................. .................. ...... ............ ................. ............ ...... ...Per Test.....$ 150.00 p PIeparation of Clay Santple................................. .................................... .......................................... .......................................... .........Per Test... ..$ 35.00 ;Je I , < DyDamlc TestlDI[ Dynamic Triaxial Test - Triaxial Liquefaction................................................................................................................................................Upon Request Dynamic Triaxial Test - Triaxial Properties Test............................................................................................................................................Upon Request Resonant Coluntn Test - Shear Modulus and Olllt1ping Measurernent...........................................................................................................Upon Request Resonant Column Test - Young's Modulus Measurement.............................................................................................................................Upon Request Wave Propagation Test. ...... ...... ................................... ............ ........................ .................. ...... .............................................................. ........... Upon Request Consolidation Consolidation Test on 2.5 and 4 In. Diameter Specimen Regular Increasing Load Increment at 24-Hour Intervals to 32 TSF or Strain Controlled Including Pres8Ure- Void Ratio Curve...............................................................................................................Per Test.....$ 320.00 Plotted Time Curve.. .............................. ...... ............ ...... ...... ................... ............ .................. .................................... ...... ...... ............ ....Each... ..$ 50.00 Each Additional Unload-Reload Cycle...... .................. ........... ...... ............ ...... ...... ...... ....................... ...... ............................. ...... .Per Cycle.....$ 60.00 With Back Pressure...... ..... .............. ......... ..... ............. .......... .... ..... ......... ......... .............. .............. .......... .... ......... ..........Additional Per Test.....$ 150.00 Rapid (TlOO Loading and Unloading) or Taylor Method (includes Time Curves)......................................................................Per Test.....$ 310.00 24-Hour Loading With No Intennittent Time Reading.................................................................................................................Per Test.....$ 225.00 Conl!lolidation Test - Controlled Rate of Stress With rf:e~8Ured Pore Pressures Pressure- Void Ratio Curve and Dial Time Curve( )( >...............................................................................................................Per Test.....$ 450.00 Swell PresllUre.. ................... ..... ............... ................... ............... .......... ..... .... ..... .......... ..... .......... .......... ......... ..... ..... ..... ..... ..... ..... ....Per Test.....$ 150.00 Swell Pressure Tests Exceeding One Week in Duration.............................................................................................................Per Week.....$ 25.00 For Rush Projects Requiring Unscheduled Overtime.................................................................................................Additional Per Test.....$ 100.00 Sample preparation for trimming 5 in. dianteter specimens for 2.5 in. and 4.0 in. tests...........................................Additional Per Test.....$ 50.00 es ICI ee ".. oar oar rt id :p Note: (I) (2) Teat includes four incremental unloeda at the end of the load sequences. An additional ch_. may be ~ for trimming and preparill8 rocky specimens. GB3 6.12/89