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�f �~ CONSTRUCTION <br />TESTINIC SERVICES <br />SOILS, AGGREGATE, ASPHALTIC CONCRETE SERVICES & TESTS <br />Standard <br />SOILS <br />Rale/Each <br />Plasticity ender <br />ASTrd D-4318 <br />S1DO.00 <br />Expansion Index <br />ASTM D-4829AJBC18.2 <br />$220.00 <br />Laboratory moisture -density tests <br />ASTM D-1557!0.698 <br />S1DO.D0 <br />Calif. 216 (Wet mathoo <br />5260.00 <br />' 'R- (Resistance) value (minimum 3 pts) Untreated <br />Calif. 301 <br />$350.DD <br />California bearing ratio, with curve <br />ASTM C-1883 <br />$225.00 <br />Cement treated base taboratory design (3 specimens) <br />Calif. 312 <br />5300.00 <br />Cement treated base field control (3 specimens) <br />Calif. 312 <br />$250.00 <br />(Aggregate quality toy not indtded.) <br />Cement treated base Mix Design (additional cement content) <br />5105.00 <br />Moisture Content Determination d Dry Density <br />ASTM D-2218/DQ937 <br />550.00 <br />Moisture Density Check Point <br />S1010,00 <br />Unconfined Compressive Strength <br />ASTM D-2166 <br />5150.00 <br />Triaxial Compression Test <br />SS00.00 <br />Direct Shear Ter] <br />5300.00 <br />Consolidation <br />$6W00 <br />PH of Sul <br />S260.DO <br />Hydraulic Conductivity <br />ASTM 0-5084 <br />5300.00 <br />Sieve Analysis - <br />Coarse Retained on No. 4 Sieve <br />ASTM C- IMCallf, 202 <br />S60.OD <br />Fne Passing No.4 Steve <br />ASTM C-IMCalit.202 <br />$150.00 <br />Combined with 200 Wash <br />$190.00 <br />200 Wash Only <br />ASTM C-117 <br />$120.00 <br />Hydrometer analysis - includes fine sieve <br />ASTM D-422 <br />$320.00 <br />Specific gravity. Buck SS.D. - <br />Coarse (inciudes absorption) <br />ASTM C-127 <br />$130.00 <br />Fine (inciudes absorption) <br />ASTM C-128 <br />5130.DO <br />Corrosivity Tests on Soils <br />ASTMICaltrans <br />$275.00 <br />AGGREGATES <br />Cleanness value <br />Calif, 227 <br />5200.00 <br />Sand equivalent (average of 3) <br />Calif. 217 <br />S 100.00 <br />Durabilityfactor-course <br />Calif. 229 <br />S2SS.DO <br />Durability factor -line <br />Calif. 229 <br />$240.00 <br />Durability saaor-combined <br />Calif. 2.19 <br />6270.00 <br />Crushed particles. Coarse and fine <br />ASTM D-693rCald. 205 <br />$200.00 <br />" Sodium 6Udate soundness, per size traction 15 cycles) <br />ASTM C-WCalil. 214 <br />S 140.00 <br />Low Angles Rattler C535 <br />ASTM C-131fCaef. 211 <br />5285.00 <br />Unit weight of aggregate <br />ASTM C-29/Calif. 212 <br />$105.00 <br />Organic impurities <br />$9500 <br />Wettingldrying <br />$350.00 <br />Flat and elongated padides <br />04791, CEI 19. CE120 <br />$200.00 <br />' lMusw l,empb pnperAnn (tlroo Cby,, seturatod dsye, air.) crit el other Ie9, !w treated d untrwted acih, eppayeN tt�D+se <br />era epgnrgefa Sea wOSs craxpad of e9ed5slrod veru la Irbo-etory feetrn�eA n <br />" Doe rd irctude ramp. p,.wreLon or view erWysis <br />,wjie„w}cr n E� •l �e�t� <br />Consulting Services Agreement between Project No. 08-593-52-239 <br />City of San Leandro and CTS, Inc. -Exhibit 8 Page 5 of 6 <br />