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SOIL AND AGGREGATE PROPERTIES #200 Wash(D1140/C117) $60/ea. Moisture Determination,tube sample(D2216) $20/ea. Wet Sieve Analysis to#200(D422/CAL202) 100/ea. Moisture Determination and Unit Weight(D2937) 40/ea. Hydrometer Analysis(D422) 150/ea. Atterberg Limits:Plasticity Index(D4318) 175/ea. Sieve Analysis with Hydrometer(D422) 180/ea. Sand Equivalent(D2419/CAL217) 90/ea. Specific Gravity,Soil(D854) 70/ea. pH and Resistivity(CAL643) 120/ea. Specific Gravity Coarse Aggregate(C127) 50/ea. Sulfate Content(CAL417) 90/ea. Specific Gravity Fine Aggregate(0128) 68/ea. Chloride Content(CAL422) 50/ea. Cut/Extract Shelby Tube 50/ea. Organic Content(D2974) 50/ea. SHEAR STRENGTH CONCRETE/MASONRY/REINFORCING STEEL Unconfined Compression(D2166) $100/ea. Compressive Strength,Cast Cylinders(C39) $25/ea. Direct Shear(D3080)(3pt) 300/ea. Compressive Strength,Cores(C42) 40/ea. Unconsolidated-Undrained Triaxial Shear(D2850) 125/pt. Flexural Strength Beam(C78/C293) 80/ea. Unconsolidated-Undrained Triaxial Staged(D2850) 175/ea. Splitting Tensile Test(C496) 69/ea. Consolidated-Undrained Triaxial Shear(D4767) 300/pt. Mix Design Review 200/ea. Consolidated-Undrained Triaxial Staged(D4767) 375/ea. Trial Batch 475/ea. Consolidated-Drained Triaxial Shear(EM1110) 400/pt. Rebar Tensile/Bend(up to#11/#11 and Larger) 175/200/ea. Consolidated-Drained Triaxial Staged(EM1110) 500/ea. CMU Compressive Strength(0140) $60/ea. Compressive Strength,Grout(C1019/UBC 21-19) 25/ea. PERMEABILITY,CONSOLIDATION AND EXPANSION Compressive Strength,Mortar(C109/UBC 21-15,16) 25/ea. Permeability,Flexible Wall(D5084) $265/ea. CMU Unit Wt.,Dimen.,Absorption(0140) 60/ea. Permeability,Rigid Wall(D5856) 255/ea. Compressive Strength,Masonry Prism(C1314) 115/ea. Consolidation(D2435) 50/pt. Expansion Index(D4829/UBC 29-2) 200/ea. HOT MIX ASPHALT Density,Hveem(D2726/CAL308) $100/pt. AGGREGATE QUALITY Stabilometer Value(D1560/CAL366) 175/ea. Sieve Analysis to#200(C136) $100/ea. Theoretical Max.Specific Gravity(D2041/CAL309) 175/ea. L.A.Rattler Test(500 rev.)(C131) 185/ea. Extraction/Sieve Analysis(C136/CAL202) 150/ea. Durability Index(D3744/CAL229) 165/ea. HMA Core Unit Weight(D1188/CAL308) 60/ea. Fine Aggregate Angularity(CAL 234) 125/ea. %Asphalt,Ignition Method (D6307/CAL382) 100/ea. Flat and Elongated Particles(D4791/CAL 235) 150/ea. %Asphalt,Ignition Calibration(D6307/CAL382) 200/ea. Percent Crushed Particles(CAL205) 150/ea. %Voids(CAL 367) 275/ea. *2)(surcharge on rush turnaround for laboratory testing TERMS AND CONDITIONS 1. Listed are typical charges for the services most frequently performed by Geocon.Prices for unlisted services as well as special quotations for programs involving volume work will be provided upon request.Laboratory test prices shown are for laboratory work only,and include reporting of routine results not calling for comments,recommendations or conclusions. 2. Sampling and testing is conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing and Materials,Caltrans,American Association of State Highway and Transportation Officials,or other pertinent agencies. 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 dictates. 4. Equipment and materials will be billed at cost plus 15%.Outside services including subcontractors and rental of special equipment are billed at cost plus 15%.Hourly services are billed portal to portal from closest office in accordance with the stated hourly rates herein,with a minimum two-hour charge. 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 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 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 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.Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount.All time spent and expenses incurred(including 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. 6. Geocon reserves the right to request annual adjustments to the rates listed herein.Such requests would be submitted in writing prior to the end of Client's fiscal year. 6671 Brisa Street • Livermore, California 94550 • Tel (925) 371-5900 • Fax (925) 371-5915 Page 2 of 2