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<br />Non-Professional Services Agreement between November 1, 2022 City of San Leandro and Testing Engineers for Annual Street Overlay/Rehab 19-21 Exhibit B Page 3 of 3 <br /> <br />SOILS LABORATORY Plasticity Index ............. ASTM D-4318 ..................... $ 200.00 Compaction Curves ........ ASTM D-1557: 4” ...................................................................... 300.00 6” ...................................................................... 325.00 Calif. 216 .......................................................... 300.00 “R” (Resistance) Value (Min. 3 Pts.) ........... Calif. 301 Includes Untreated Soils............................................ 350.00 Includes Lime, Cement or Other Additives ............... 350.00 California Bearing Ratio, Per Point ASTM D-1883 ....... 200.00 Moisture Content Determination ASTM D-2216……….25.00 Soil Classification, ASTM D-2487…………………….350.00 (Includes Sieve Analysis and Plasticity Index) AGGREGATES LABORATORY Sieve Analysis: ASTM C-136, Calif. 202 Coarse .............................................................. $ 90.00 Fine ................................................................... 105.00 Combined ......................................................... 170.00 Specific Gravity, (Includes Absorption) Coarse, ASTM C-127 ...................................... 140.00 Fine, ASTM C-128 .......................................... 140.00 Cleanness Value (1” Maximum) Calif. 227 ................... 185.00 Sand Equivalent ............. Calif. 217 ................................ 120.00 Durability Index ............. Calif. 229 Coarse ............................................................... 160.00 Fine ................................................................... 160.00 Combined ......................................................... 275.00 Crushed Particles, Coarse or Fine Calif. 205 .................. 130.00 Sodium or Magnesium Sulfate Soundness does not Include Sample Preparation or Sieve Analysis – Per Size Fraction (5 Cycles) .................... ASTM C-88, Calif. 214 ............................ 150.00 Los Angeles Rattler ASTM C-131, Calif. 211 ............... 230.00 Los Angeles Rattler ASTM C-535 ................................. 310.00 Unit Weight of Aggregate ASTM C-29 ........................... 80.00 Organic Impurities ......... ASTM C-40 ............................ 100.00 Flat and Elongated Particles, Per Size Fraction ..... ASTM D-4791 .......................................... 120.00 ASPHALTIC CONCRETE LABORATORY Stability Tests, Premixed per Sample Hveem (Per Specimens) .....................Calif. 366, D-1560 ...................................... 80.00 Marshall: ASTM D-6926 / D-6927 3 Specimens, Includes Unit Weights ............................ 270.00 1 Specimen, Includes Unit Weight ............................... 100.00 <br />Bitumen Content, Ignition Oven………………….…….190.00 Gradation on Extracted Sample ASTM D5444…….…..165.00 Asphalt Stripping ASTM D-1664, Calif. 302………….150.00 Maximum Theoretical Unit Weight (Rice Gravity) .......................................... ASTM D-2041..................... 150.00 Unit Weight (on Hveem Sample) .......................................... Calif. 308C ............................ 12.00 Unit Weight on Core ......... Calif. 308C ............................ 24.00 Unit Weight on Cores (SSD) <br />.......................................... ASTM D-2726....................... 35.00 Unit Weight (Paraffin Coated), ............. ASTM D-1188, Calif. 308A .............................. 40.00 Thickness of Asphalt Cores ............................ ASTM D-3549 ..................................... 12.00 Unit Weight, Including Lab Compaction of Specimen .......... Calif. 304 & 308C ............................... 70.00 Wet Track Abrasion Tests .............. D-3910 ..................... 80.00 FIREPROOFING Each Unit Weight ...................... ASTM E-605 ...................... $ 75.00 Adhesion-Cohesion .......................................................... 75.00 FINAL REPORT/Affidavits <br />Principal Engineer, Per Hour ..................................... $ 300.00 MISCELLANEOUS Storage Charge Per Week ............................................... $30.00 Laboratory Test Fees Subject to a Minimum……..……200.00 Trip Charge/Local……………………………………….25.0 <br />DocuSign Envelope ID: D10E01C2-A8D1-4730-A3B0-86F7F107BDAE