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6671 Brisa Street ■ Livermore, California 94550 ■ Tel (925) 371-5900 <br />Page 2 of 2 <br />SOIL AND AGGREGATE PROPERTIES <br />#200 Wash (D1140/C117) ............................................. $90/ea.Moisture Determination, tube sample (D2216) ............. $20/ea. <br />Wet Sieve Analysis to #200 (D422/CAL202) ................. 125/ea.Moisture Determination and Unit Weight (D2937) ........ 40/ea. <br />Dry Sieve Analysis, 1.5”+ Aggregate (D6913) ................ 350/ea.Atterberg Limits: Plasticity Index (D4318) ...................... 210/ea. <br />Hydrometer Analysis (D422) ............................................ 175/ea.Sand Equivalent (D2419/CAL217) ................................. 100/ea. <br />Sieve Analysis with Hydrometer (D422) .......................... 200/ea.pH and Resistivity (CAL643) ............................................ 125/ea. <br />Specific Gravity, Soil (T100) ............................................. 100/ea.Sulfate Content (CAL417) ................................................ 95/ea. <br />Specific Gravity Coarse Aggregate (C127) ...................... 75/ea.Chloride Content (CAL422) .............................................. 55/ea. <br />Specific Gravity Fine Aggregate (C128) ........................... 100/ea.Organic Content (D2974) ................................................. 85/ea. <br />SHEAR STRENGTH <br />Unconfined Compression (D2166) .................................. $110/ea.CONCRETE / MASONRY / REINFORCING STEEL <br />Direct Shear (3 points) (D3080) ...................................... 350/ea.Compressive Strength, Cast Cylinders (C39) .................. $30/ea. <br />Unconsolidated-Undrained Triaxial Shear (D2850) ....... 135/pt.Compressive Strength, Cores (C42) ................................ 85/ea. <br />Unconsolidated-Undrained Triaxial Staged (D2850) ...... 185/ea.Flexural Strength Beam (C78/C293) .............................. 80/ea. <br />Consolidated-Undrained Triaxial Shear (D4767) ............ 315/pt.Splitting Tensile Test (C496) ............................................ 80/ea. <br />Consolidated-Undrained Triaxial Staged (D4767) .......... 390/ea.DSA Masonry Shear (DSA-207) ........................................ 75/ea. <br />Consolidated-Drained Triaxial Shear (EM1110) ............. 400/pt.Shotcrete Panel Coring and Comp. Strength (C1140) ... 100/ea. <br />Consolidated-Drained Triaxial Staged (EM1110) ........... 600/ea.Rebar Tensile/Bend (up to #11/#11 and larger) …... 275/300/ea. <br />CMU Compressive Strength (C140) ................................ 100/ea. <br />PERMEABILITY, CONSOLIDATION AND EXPANSION Compressive Strength, Grout (C1019/UBC 21-19) ....... 30/ea. <br />Permeability, Flexible Wall (D5084) ................................ $315/ea.Compressive Strength, Mortar (C109/UBC 21-15,16) .. 30/ea. <br />Permeability, Rigid Wall (D5856) .................................... 315/ea.CMU Unit Wt., Dimen., Absorption (C140) ...................... 75/ea. <br />Consolidation (D2435) ..................................................... 65/pt.Compressive Strength, Masonry Prism (C1314) ............ 250/ea. <br />Expansion Index (D4829/UBC 29-2) ............................... 225/ea. <br />Swell/Collapse (D4546) ................................................... 175/pt.HOT MIX ASPHALT <br />HMA Air Voids, Gyratory (T269) ........................................ $525/ea. <br />AGGREGATE QUALITY Hamburg Wheel Tracker (T324) ...................................... 1,000/ea. <br />Sieve Analysis to #200 (C136) ........................................ $125/ea.Theoretical Max. Specific Gravity (D2041/CAL309) ...... 180/ea. <br />L.A. Rattler Test (500 rev.) (C131) .................................. 225/ea.Ignition/Sieve Analysis (C136/CAL202) ......................... 250/ea. <br />Durability Index (D3744/CAL229) ................................... 165/ea.HMA Core Unit Weight (D1188/CAL308) ........................ 100/ea. <br />Fine Aggregate Angularity (CAL 234) ............................... 125/ea.% Asphalt, Ignition Method (D6307/CAL382) ................ 125/ea. <br />Flat and Elongated Particles (D4791/CAL 235) ............. 150/ea.% Asphalt, Ignition Calibration (D6307/CAL382) ............ 400/ea. <br />Percent Crushed Particles (CAL205) ............................... 150/ea.Tensile Strength Ratio (T283) ……………………………….... 1,000/ea. <br />*2X surcharge on rush turnaround for laboratory testing <br />TERMS AND CONDITIONS <br />1. Listed are typical charges for the services most frequently performed by Geocon. Prices for unlisted services as well as special quotations for programs <br />involving volume work will be provided upon request. Laboratory test prices shown are for laboratory work only, and include reporting of routine results not <br />calling for comments, recommendations or conclusions. <br />2. Sampling and testing is conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing <br />and Materials, Caltrans, American Association of State Highway and Transportation Officials, or other pertinent agencies. <br />3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem may apply when location of work <br />dictates. <br />4. Outside services including subcontractors will be billed at cost plus 15%. Hourly services are billed portal to portal from closest office in accordance with the <br />stated hourly rates herein, with a minimum two-hour charge. <br />5. Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of invoice. Invoices become delinquent thirty (30) days from <br />invoice date and subject to one and one-half percent (1-1/2%) service charge per month, or the maximum rate allowed by law, whichever is lower. If Client <br />objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of <br />disagreement, and pay that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. <br />Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount. All time spent and expenses incurred (including <br />any attorney's fees and costs) in connection with collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule. <br />6. The above rates include all applicable fringe, overhead and profit calculations. No additional percentages for overhead, profit, or any other costs related to <br />labor will be charged. Rates are current for Fiscal Year 2023-24 (7/1/2023 – 6/30/2024). The City will consider annual adjustments based on CPI <br />(Consumer Price Index , May of applicable years) and submitted prior to the end of the fiscal year for approval based on ENR Construction Index for San <br />Francisco and Bay Area. <br />7. Reimbursable expenses are in addition to the agreed hourly fees and include actual expenditures made by the consultant in the interest of the project. <br />Eligible reimbursable expenses shall be billed at cost with a 10% markup. Reimbursable expenses include such items as postage, reproduction, drawing <br />plotting, printing, special materials, or equipment for project deliverable to the City. Consultant’s printing and reprographics for internal uses are excluded. <br />DocuSign Envelope ID: 14369EE6-B805-41B3-A371-34FFE0CB57FDDocuSign Envelope ID: E98D18FD-044F-4EAC-A836-347C5592F316