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R-2016-3565 - 6/23/2016RESOLUTION NO. R-2016-3565 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract") with Raba Kistner Consultants, Inc. for On -Call Geotechnical Services Work Authorization; and WHEREAS, Raba Kistner Consultants, Inc. has submitted Supplemental Contract No. 1 to the Contract to modify the fee schedule and contract term; and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with Raba Kistner Consultants, Inc., Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental Contract No. 1 to the Contract with Raba Kistner Consultants, Inc., a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 23rd day of June, 2016. / I ALA CGRAW, Mayor City of Round Rock, Texas ATTEST: - gffl_,A� . I I I SARA L. WHITE, City Clerk 0112.1604;00359136 EXHIBIT "A„ STATE OF TEXAS § COUNTY OF WILLIAMSON § SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FOR ON-CALL GEOTECHNICAL SERVICES WORK AUTHORIZATION FIRM: RABA KISTNER CONSULTANTS, INC. ("Engineer") ADDRESS: 8100 Cameron Road, Suite B-150, Austin, TX 78754 This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and Raba Kistner Consultants, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 10th day of July, 2014 for the On -Call Geotechnical Services Project in the amount of $75,000.00; and WHEREAS, it has become necessary to amend the Contract to modify the fee schedule; and WHEREAS, it has become necessary to amend the Contract so that the contract term shall terminate at the close of business day on December 31, 2017; NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: Exhibit C, Fee Schedule shall be amended as set forth in the attached Addendum To Exhibit C. II. Article 3, Contract Term shall be amended so that the contract term shall terminate at the close of business day on December 31, 2017. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract Rev.12/01/08 0127.1430;00358682 84275 RABA KISTNER CONSULTANTS, INC. Date CITY OF ROUND ROCK Um Alan McGraw, Mayor Date Supplemental Contract 0127.1430; 00358682 2 APPROVED AS TO FORM: Stephan L. Sheets, City Attorney Rev.12/01 /08 84275 ADDENDUM TO EXHIBIT C Work Schedule Attached Behind This Page ON-CALL GEOTECHNICAL ENGINEERING CONSULTING SERVICES City of Round Rock 2016 Fees TITLE HOURLY Rate Principal $ 208.00 Senior Engineer/Consultant $ 208.00 Project Manager $ 182.00 Project Engineer $ 172.00 Engineer $ 104.00 Engineer in Training $ 93.50 Geotechnical Technician $ 62.50 CADD Operator $ 83.00 Clerical $ 57.00 Geologist $ 135.00 Environmental Scientist $ 110.00 Lead Technician $ 62.50 CMT Technician $ 52.00 Archaeologist $ 114.50 GIS $ 94.00 Mileage (Privately Owned Vehicle) Lodging Meals and Incidental Air Travel Copies 81/2 x 11, 11 x 17 Mylar 11 x 17 Schematic Plots Misc. Non -Travel Expenses Field Expenses DIRECT EXPENSES $0.56 per mile'or current GSA allowable rate At cost up to GSA allowable At cost up to GSA allowable Cost + 10% $0.16/page $2.10/page $1.58/sq. ft Cost + 10% Cost + 10% 2016 ON-CALL GEOTECHNICAL ENGINEERING CONSULTING SERVICES CITY OF ROUND ROCK RABA KISTNER CONSULTANTS, INC Field Drilling Services -1 Auger Drilling (Does not include logging) soil per ft $16.50 soft rock per ft $20.00 -2 Standard Wet Rotary (Does not include logging) per ft $22.00 -3 Nx Rock Core (Does not include logging) Soft rock (marl, shale) per ft $33.50 Hard rock (limestone, sandstone) per ft $43.50 -4 Non -conventional drilling (barge drilling or unusual time consuming drilling i.e. through bridge) per hr $290.50 -5 Field Logging Services Geotechnical Technician per hr $62.50 Geologists per hr $135.00 Engineer in Training per hr $93.50 -6 Field Coordination Field Engineer per hr $104.00 Flagman per hr $67.50 -7 Mobilization Mobilization or truck -mounted rig, rill crew and support per mile $4.00 Field logger trip charge per mile $1.00 Mobilization non-standard equipment (4x4 all terrain rig) Barge mobilization and rental -8 Sampling Standard Penetration Test (ASTM D1586) per test $23.00 Shelby Tube (ASTM D1587) per test $23.00 Texas Cone Penetrometer Test (THD, Tex -132-E) per test $27.00 -9 Other Expenses/Charges Standby Time per hr $234.00 Mileage - non -drilling equipment per mile $1.00 Grout backfill per ft $3.50 Dozer/clearing cost Logger truck charge per day $57.00 Standard pavement coring each $78.00 Concrete/AC patch each $66.50 Traffic control - signs, barricades All other outside expenses ON-CALL GEOTECHNICAL ENGINEERING CONSULTING CITY OF ROUND ROCK 2016 LABORATORY TESTING FEES ASPHALTIC CONCRETE REFERENCE FIELD SERVICES ASTM D 75 Sampling Raw Materials of Composite Mix TechnicianTime............................................................................................. $ 52.00/hr Asphalt Institute Asphaltic Plant Observation -To Verify Aggregate Size Manual and Quality, Batch Weights and Temperature TechnicianTime............................................................................................. 62.50/hr Asphalt Institute Asphaltic Site Observation -To Observe Preparation, Manual Laydown Operations, Asphaltic Concrete Temperatures, Mat Thickness and Mat Density Determination TechnicianTime............................................................................................. 62.50/hr ASTM D 2950 Nuclear Density Test with Inspection................................................................... 16.50/ea NuclearDensity Test............................................................................................. 26.00/ea Coring (See Coring Fee Schedule) REFERENCE LABORATORY SERVICES ASTM D 2172; Extraction Test, Bitumen Content and Aggregate TxDOT, TEX-210-F Sieve Analysis of Asphaltic Concrete.................................................................... $ 197.50/ea ASTM D 2172; Extraction Test, Bitumen Content Only................................................................ 136.50/ea TxDOT, TEX-210-F Asphaltic Concrete Extraction; Bitumen Content and Aggregates; Sieve Analysis of Asphaltic Concrete; Molding Specimens (Hveem or Marshall); Laboratory Density (Molded Specimen); Stability Test (Hveem); and Maximum Theoretical Specific Gravity Rice Gravity) 477.50/set Hveem, Molding Specimens TxDOT, TEX-206-F; Hveem or Marshall........................................................................................ 62.50/set Marshall, Superpave (2 per set)........................................................................................... 124.00/set ASTM D 1559 TxDOT, TEX-207-F; Laboratory Density Test........................................................................................ 62.50/set ASTM D 2726 a) Molded Specimen.................................................................................. 62.50/set b) Asphalt Core......................................................................................... 53.00/ea c) Superpave (2 per set)............................................................................ 75.00/set Hveem, Stability Test TxDOT, TEX-208-F; Marshall......................................................................................................... 60.50/set Marshall, Hveem........................................................................................................... 60:50/set ASTM D 1559 Asphalt Institute Corp of Engineers or FAA...................................................................................... 1,990.50/ea Manual and TxDOT Quality Control/Quality Assurance............................................................ 1,990.50/ea TxDOT; TXDOTCMHB........................................................................................................ 2,828.00/ea Mix Designs TxDOT Calibration Mix and Pans.......................................................................... 333.00/ea TxDOT Black Base Design, Item 345..................................................................... 1,490.50/ea TxDOT, TEX-200-F; Sieve Analysis of Aggregate.................................................................................. 40.50/ea ASTM C 136 ASPHALTIC CONCRETE (Continued) REFERENCE LABORATORY SERVICES TxDOT, TEX-203-F; Sand Equivalent Test............................................................................................ $ 86.50/ea ASTM D 2419 AASHTO TP 33 Fine Aggregate Angularity..................................................................................... 51.00/ea ASTM D 4791-95; Flat and Elongated Particle................................................................................... 51.00/ea TxDOT, TEX-201-F; Specific Gravity (Coarse or Fine Aggregate).......................................................... 40.50/ea ASTM C 127 TxDOT, TEX-201-F; Absorption (Coarse or Fine Aggregate) (Includes Specific Gravity) ....................... 62.50/ea ASTM C 127 TxDOT, TEX-411-A; Sulfate Soundness (Time and Test) ASTM C 88 Preparation Time............................................................................................ 52.00/hr a) Magnesium - 5 Cycle............................................................................. 503.50/ea b) Sodium - 5 Cycle................................................................................... 448.50/ea ASTM C 131; Los Angeles Abrasion Test (Time and Test) ASTM C 535 Los Angeles Abrasion Test (Small or Large Coarse Aggregate) ....................... 194.50/ea Asphalt Inst. SP -2 Superpave TM Mix Design (Includes Aggregate, Specific Gravity TxDOT, Item 3066 and Sieve Analysis) (Does Not Include TSR)........................................................... 6,149.50/ea AASHTO PP 28-95 TxDOT, TEX-227-F; Maximum Theoretical Specific Gravity (Rice Gravity) ........................................... 93.50/ea AASHTO T 209; ASTM D 2041 TxDOT, TEX-226-F; Moisture Sensitivity Test (Tensile Strength Ratio Test) AASHTOT 283; with Freeze/Thaw.......................................................................................... 533.50/ea ASTM D 4867 without Freeze/Thaw..................................................................................... 417.00/ea TxDOT, Item 3157 Cold Processed — Recycled Paving Material (RPM) MixtureDesign............................................................................................... As Requested Mixture Verification (QC) Strength, Stability (Hveem, Modified Marshall)............................................................. 785.00/set TxDOT, TEX-126-E Molding and Strength........................................................................................... 381.50/set (Modified) TxDOT, TEX-208-F Molding and Hveem............................................................................................. 144.50/set (Modified) ASTMD 1559 Molding and Marshall........................................................................................... 136.50/set TxDOT, TEX-103-E Molded Moisture Content.................................................................................... 13.50/ea CEMENT TREATED BASE REFERENCE FIELD SERVICES PCA Sampling Raw Materials for Mix Verification TechnicianTime............................................................................................. $ 52.00/hr Sampling Contractor Processed Material Technician Time............................................................................................. 52.00/hr CEMENT TREATED BASE (Continued) REFERENCE LABORATORY SERVICES PCA Molding Controlled Processed Material............................................................... $ 72.00/ea PCA Unconfined Compressive Strength Testing........................................................... 32.50/ea ASTM D 559; Durability (2 Specimens per Set) (Percent Loss in 12 Cycles) ASTM D 560 Wet Dry/Freeze Thaw........................................................................................... 612.50/set Mix Design PCA; Mix Design - Cement Treated Base (Does Not Include TxDOT, TEX-120-E; Durability)...................................................................................................... $ 1,218.00/ea ASTM D 558 CONCRETE REFERENCE FIELD SERVICES ASTM C 31; Sampling Concrete to Conduct Slump Test, Measure Concrete ASTM C 172; Temperature, Cast Test Specimen and Transport ASTM C 143 Test Specimen to Laboratory Next Day TechnicianTime............................................................................................. $ 52.00/hr Pick -Up of Test Specimen.............................................................................. 52.00/hr StandbyTime................................................................................................. 52.00/hr ASTM C 39; Cylinder Compressive Strength Testing and Reporting ASTM C 617 (In Conjunction with Sampling) a) 6x12 or 48 - Normal Weight or Lightweight Structural (Minimum of 4)...................................................................................... 17.50/ea b) 3x6 - Lightweight Insulating Cellular (Minimum of 6 - Includes Two Dry Densities) ........................................ 26.00/ea c) "Hold" Cylinder (Additional Charge) ...................................................... 11.50/ea d) "Strip" Cylinder (Additional Charge) ...................................................... 13.50/ea e) Compressive Strength - 2x2 Cubes ........................................................ 25.00/ea f) Dry Density - Concrete Cylinder............................................................. 46.00/ea ASTM C 78 Flexural Strength Testing and Reporting (In Conjunction with Sampling Beams)................................................................. 51.00/ea Air Content (In Conjunction with Sampling) ASTMC 231 a) Pressure................................................................................................. 33.50/ea ASTMC 173 b) Volumetric............................................................................................. 39.50/ea AASHTOT 199 c) Chase..................................................................................................... 17.50/ea ASTMC 138 Unit Weight.......................................................................................................... 30.00/ea ASTMC 143 Additional Slump Test........................................................................................... 25.00/ea ACI 311; Concrete Plant Observation -To Observe and Record Aggregate ACI 304 Types, Batch Weights, Concrete Consistency and Mixing Time TechnicianTime............................................................................................. 52.00/hr ACI 311; Concrete Site Observation -To Record the Consistency of Concrete, ACI 304 Verify and Adjust Slump within Project Specifications and Sample for Test Specimens TechnicianTime............................................................................................. 52.00/hr ACI 211.1 Hardrock Concrete Mix Design Calculations and Proportioning to Include Six Confirmatory Cylinders (Physical Properties Not Included) ............................. :....................... I .......... I...... 313.00/ea CONCRETE (Continued) REFERENCE FIELD SERVICES ACI 211.1 (303.11) Architectural Mix Design...................................................................................... 343.00/ea ACI 211.2 Lightweight Structural Mix Design........................................................................ 322.50/ea ASTM C 270 Masonry Mortar Mix Design Including Six Cubes and ASTM C 566 Water Retention (Physical Properties Not Included) ............................................ $ 343.00/ea ASTM C 1202 Chloride Ion Permeability..................................................................................... 272.50/set ASTM C 39 Cylinders Compressive Strength Testing and Reporting 34.50/ea F.O.B. Cylinders to Our Laboratory....................................................................... 29.00/ea ASTM C 496 Splitting Tensile Strength of Concrete Cylinders 40.50/ea ASTM C 128; TensileTest.................................................................................................... 45.50/ea ASTM C 666 Freeze -Thaw Test................................................................................................. 378.50/set ASTM C 469 Determination of Young's Modulus of Elasticity 60.50/test (Time, Test and Set-Up)........................................................................................ 86,50/ea ASTM C 803 Windsor Probe (Includes Surface Preparation).................................................... 88.50/hr ASTM C 805 Schmidt Rebound Number ....................................................... :........................... 88.50/hr CONCRETE AGGREGATES REFERENCE FIELD SERVICES ASTM D 75; Sampling Concrete Aggregates TxDOT, TEX-400-A Technician Time............................................................................................. $ 52.00/hr REFERENCE LABORATORY SERVICES ASTM C 566 Moisture Content................................................................................................. $ 13.50/ea ASTM C 29; Unit Weight (Coarse or Fine) TxDOT, TEX-404-A a) Loose..................................................................................................... 34.50/ea b) Rodded.................................................................................................. 34.50/ea ASTM C 127; Specific Gravity (Coarse or Fine)........................................................................... 40.50/ea ASTM C 128; TxDOT, TEX-201-F ASTM C 123 Lightweight Particles (Plus Cost of Materials)...................................................... 60.50/test Absorption ASTM C 127; a) Normal Weight Aggregate (Coarse or Fine) ........................................... 26.00/ea ASTM C 128; b) Lightweight Aggregate (Coarse)............................................................. 29.00/ea TxDOT, TEX-201-F ASTM C 136; Sieve Analysis (Dry) for ASTM C 33 Specifications TxDOT, TEX-401-A a) Coarse, Per Sample................................................................................ 45.50/ea b) Fine, Per Sample.................................................................................... 54.00/ea ASTM C 117; Amount Finer than No. 200 (Decantation)........................................................... 38.50/ea TxDOT, TEX-406-A ASTM C 131; Los Angeles Abrasion (Time and Test).................................................................. 195.00/ea ASTM C 535 CONCRETE AGGREGATES (Continued) REFERENCE FIELD SERVICES ASTM C 88; Sulfate Soundness (Time and Test) TxDOT, TEX-411-A Preparation Time........................................................................................... 52.00/hr a) Magnesium - 5 Cycle.............................................................................. 503.50/ea b) Sodium - 5 Cycle.................................................................................... 448.50/ea ASTM C 117; Physical Properties of Aggregates - Includes Decantation, 95.50/day ASTM C 29; Rodded Unit Weight, Specific Gravity, Absorption, Sieve 99.00/day ASTM C 127; Analysis and Moisture Content (Per Aggregate Type and Size) ASTM C 128; Conducted in Conjunction with Concrete Mix Design ................................... 150.00/ea ASTM C 566; Conducted Separate from Concrete Mix Design ............................................ 194.50/ea TxDOT, TEX-406-A; TxDOT, TEX-404-A; LABORATORY SERVICES TxDOT, TEX-201-F; TxDOT, TEX-401-A ASTM C 42 ASTMC 40; Organic Impurities................................................................................................ 39.50/ea TxDOT, TEX-408-A $ 2.00/sq.in. ASTM C 39; ASTM C 2419; Sand Equivalent Values......................................................................................... 86.50/ea TxDOT, TEX-203-F 26.00/ea ASTM C 174; ASTM C 142 Clay Lumps and Friable Particles.......................................................................... $ 58.50/ea ASTM C 641 Staining Materials in Lightweight Concrete Aggregate ................................................ 58.50/ea CORING REFERENCE FIELD SERVICES ASTM C 42; Technician Time and Equipment ACI318 a) One Man................................................................................................ $ 62.50/hr b) Two Men............................................................................................... 97.50/hr c) Reinforcing Steel Detector..................................................................... 30.00/day d) Coring.................................................................................................... 95.50/day e) Generator.............................................................................................. 99.00/day Bit Wear a) Limestone Aggregate............................................................................. 6.50/in.in. b) Quartz Aggregate (River Gravel)............................................................ 7.50/in.in. REFERENCE LABORATORY SERVICES ASTM C 42 Sawed Ends for Compressive Strength Test a) Limestone Aggregate ................. ....... .................. ....... I........................... $ 2.00/sq.in. ASTM C 39; Compressive Strength of Concrete Core Includes ASTM C 42; Measurements, Capping and Testing................................................................... 26.00/ea ASTM C 174; ASTM C 617 ReportPhotographs............................................................................................. Cost +15% Laboratory Air -Dried Unit Weight......................................................................... 17.50/ea LIME REFERENCE FIELD SERVICES National Lime Continuous Observation to Monitor and Record Equipment Association Functions, Specific Gravity of the Lime Slurry and Observation of Stabilization Location and Depth TechnicianTime............................................................................................. $ 52.00/hr REFERENCE LABORATORY SERVICES ASTM D 422; Sieve Analysis of Pulverized Materials for Gradation Compliance ........................ $ 65.50/ea TxDOT, TEX-101-E, Pt. 11 ASTM D 4318; Lime Series Curve Determination Including Five Atterberg Limits ........................ 452.50/ea TxDOT, TEX-112-E PORTLAND CEMENT REFERENCE LABORATORY SERVICES ASTM C 183 Standard Method of Sampling Hydraulic Cement ................................................. $ 52.00/hr ASTM C 109 Compressive Strength of Hydraulic Cement Mortars (Using 2 -in. or 50mm Cube Specimen).................................................................. 25.00/ea ASTM C 185 Air Content of Hydraulic Cement Mortar.............................................................. 51.00/ea ASTM C 266; Time of Setting of Hydraulic Cement by Gillmore/Vicat Needles .......................... 61.50/ea ASTM C 191 ASTM C 151 Autoclave Expansion of Portland Cement............................................................. 205.00/ea ASTM C 187 Normal Consistency of Hydraulic Cement............................................................. 51.00/ea ASTM C 188 Specific Gravity of Hydraulic Cement.................................................................... 59.50/ea ASTM C 430 Fineness of Hydraulic Cement by the No. 325 Sieve ............................................. 59.50/ea ASTM C 451 Early Stiffening of Portland Cement (Paste Method) ...................................:........ 51.00/ea ASTMC 114 Chemical Analysis.................................................................................................. 375.50/ea ASTM C 91 Water Retention of Masonry Cement................................................................... 95.50/ea ASTMC 150 Chemical Analysis...................................................................I.............................. 375.50/ea PhysicalAnalysis.................................................................................................... 745.50/ea SOILS REFERENCE FIELD SERVICES ASTM D 75 Sampling Subgrade, Fill or Base TechnicianTime............................................................................................. $ 52.00/hr In -Place Moisture -Density Test TechnicianTime............................................................................................. 52.00/hr ASTMD 2922 Nuclear Density............................................................................................. 26.00/ea ASTM D 2167; Volumetric Density (Sand Cone)........................................................................... 75.00/ea ASTM D 1556 SOILS (Continued) REFERENCE FIELD SERVICES Fill and Embankment Observation - Testing for Compliance with the Project Specifications to Verify Proper Moisture and Compaction Conditions In Order to Produce a Quality Fill and Uniform Workmanship (Time, Test and Mileage) Technician Time (Hourly Rate)...................................................................... 52.00/hr ProofRolling Observation..................................................................................... 52.00/hr ASTM D 2922 Nuclear Density Test with Observation................................................................ 16.50/ea ASTMD 2216; Moisture Content................................................................................................. $ 13.50/ea TxDOT, TEX-103-E Atterberg Limits ASTM D 4318 a) ASTM or TxDOT (TEX-104, TEX-105-E, TEX-106-E)................................ 86.50/ea Shrinkage Limit in Conjunction with Atterberg Limits ASTMD 427 a) Volumetric............................................................................................. 106.00/ea b) Linear (TxDOT, TEX-107-E).................................................................... 106.00/ea ASTM D 422; Sieve Analysis TxDOT, TEX-101-E; a) Washed through No. 40 (Up to 5 Sieves) ............................................... 58.50/ea TxDOT, TEX-110-E; b) • Washed through No. 200 (Up to 5 Sieves) ............................................. 86.50/ea c) Additional Sieves................................................................................... 13.50/ea ASTM D 1140 Amount Finer Than No. 200 Sieve........................................................................ 58.50/ea Moisture -Density Relationship Preparation Time........................................................................................... 52.00/hr ASTMD 698; ASTM......................................................................................................I..... 259.00/ea ASTM D 1557 AASHTOT 99; AASHTO.............................................................. ................................. I......... 259.00/ea AASHTO T 180 TxDOT, TEX-113-E; TxDOT............................................................................................................ 259.00/ea TxDOT, TEX-114-E MIL STD CE 55A Corp of Engineers.......................................................................................... 259.00/ea ASTM C 131; Los Angeles Abrasion (Time and Test).................................................................. 194.50/ea ASTM C 535 ASTM D 1883 California Bearing Ratio - Short Method; Includes Moisture -Density Relationship and One Test Specimen ....................................... 822.50/set Each Additional Specimen............................................................................. 169.50/ea TxDOT,TEX-117-E TxDOTTriaxial — Short Method; Includes Moisture -Density Relationship and Up to Six Test Specimens PartI............................................................................................................. $ 1,366.50/set Part11............................................................................................................. 1,254.50/set EachAdditional Specimen............................................................................. 154,00/ea ASTMD 854; Specific Gravity..................................................................................................... 86.50/ea TxDOT, TEX-108-E ASTM D 422; Hydrometer Analysis (Includes Sample Preparation, TxDOT, TEX-110-E Grain Size Curve and Specific Gravity).................................................................. 284.00/ea ASTMD 5084 Hydraulic Conductivity.......................................................................................... 438.00/ea ASTMD 2166 Unit Weight.......................................................................................................... 30.00/ea TxDOT, TEX-116-E Wet Ball Mill......................................................................................................... 214.50/ea SOILS (Continued) REFERENCE FIELD SERVICES Water Content and Visual Classification............................................................... 13.50/ea Unconfined Compression (Includes unit dry weight) a) Soil Shelby Tube Specimens........................................................................... 45.00/ea b) Rock Core Specimens.................................................................................... 53.00/ea (1) Sawed Specimen Ends........................................................................... 11.50/end Triaxial Compression a) Unconsolidated -Undrained, Per Specimen .................................................... 81.00/ea b) Unconsolidated -Undrained, Multistage........................................................ 284.00/ea Direct Shear a) Unconsolidated-Undrained........................................................................... 217.00/ea b) Consolidated -Drained (Sand)......................................................................... 459.00/ea Consolidation (Not Including Specific Gravity)........................................................... 587.50/ea Swell Test a) Pressure Method........................................................................................... 308.00/ea b) Free Swell...................................................................................................... 162.50/ea