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SCnedL, eofFees <br />Effeetive,anuary2021 <br />AESCO <br />5605 <br />CorrosivitySeries: Sulfate, Cl, pH (CTM 643 and417)...............................................$ <br />200 <br />S606Lab <br />Resistivity...............................................................................................................$ <br />12S <br />S607 <br />Direct Shear Test (ASTM D3080).................................................................................5 <br />255 <br />S608 <br />DirectShear Test, per point .........................................................................................S <br />110 <br />S609 <br />Direct Shear Test SampleRemold ing(ASTMD3080)... ..... ...... ..... ......... ...... ..... <br />......... $ <br />4S <br />S610 <br />DurabiIityInd exFineAggregate ..................................................................................$ <br />160 <br />S611 <br />Expansion lndex(ASTMD4829,UBC18-2)................................................................$ <br />155 <br />S612 <br />Durability Index: Coarse Aggregate............................................................................$ <br />160 <br />$613 <br />Maximum Density: Meth ods A/B/[(ASTM D1557 or D698, CTM 216)...................$ <br />185 <br />S614 <br />Maximum Density: Check Point abrasion (ASTM D1557)......................._................$ <br />75 <br />S615 <br />Maximum Density: AASH I OC (Modified) (AASH IO 1-180)......................................$ <br />200 <br />S616 <br />Moisture Density Rock Correction..............................................................................$ <br />160 <br />S617 <br />Moisture Content (ASTM D2216, CTM 226)..............................................................$ <br />25 <br />S618 <br />Density! Ring Sample (ASTM D2937)..........................................................................$ <br />30 <br />S619 <br />Density: Shelby Tube Sample (ASTM D2937) .............................................................$ <br />55 <br />S620 <br />Organic Impurities (ASTM C40)...................................................................................$ <br />95 <br />S621 <br />Failing Head Permeability (ASTM D2434) ..................................................................$ <br />250 <br />5622 <br />R-Value: Soil (ASTM 2844)...........................................................................................$ <br />355 <br />S623 <br />R-Value: Aggregate Base (ASTM D2844)....................................................................$ <br />355 <br />5624 <br />Sand tquivalcnt (AS I M D2419, C I M 211).................................................................$ <br />130 <br />S62S <br />Soil Classification (ASTM D2487)................................................................................$ <br />3S <br />S626 <br />Sieve #200 WashOnly(ASTM D1140) ........................................................................$ <br />95 <br />S627 <br />Sieve with Hydrometer! Sand to Clay (ASTM D422)..................................................$ <br />290 <br />SG28 <br />Sieve Analysis including Wash (ASTM C136) ..............................................................$ <br />170 <br />5629 <br />Sieve AnalysisWithoutWash......................................................................................$ <br />120 <br />S630 <br />Specific Gravity and Absorption:Coarse(ASTMC127, CTM202).............................$ <br />95 <br />S631 <br />Specific Gravity and Absorption: Fine(ASTM C128, CTM 207)..................................5 <br />160 <br />S632 <br />Swell/Settlement Potential: One Dimensional (ASTM NS46) .................................$ <br />165 <br />S633 <br />Unit Weight Coarse Aggregate....................................................................................$ <br />80 <br />S634 <br />Unit Weight Fine Aggregate........................................................................................$ <br />8o <br />S63S <br />Voids in Aggregate (ASTM C29)..................................................................................$ <br />90 <br />S636 <br />unronfined Compression (ASTM D2166, CTM 221) ..................................................$ <br />100 <br />S637LA <br />Rattler......................................................................................................................$ <br />195 <br />S638pH <br />of soil........................................................................................................................$ <br />25 <br />S639 <br />Pocket PenetrationTest..............................................................................................$ <br />10 <br />Asphalt Concrete Tests <br />Cost <br />(nor test) <br />A650 <br />Asphalt Core Density...................................................................................................$ <br />60 <br />A651 <br />Extraction %AC by Ignition Oven (CTM 382).............................................................5 <br />17S <br />A652 <br />G r ad atio n o n Extracte d A s p h(ASTM D6507 and D5,114, CTM 202, a n d CTM 382 <br />..$ <br />100 <br />A653 <br />Moisture Content (CTM 370) ..................................................................................._$ <br />75 <br />A654 <br />M ax i mu m Th e orctical Specif i c G ravity (RI C E) (ASTM D2041, CTM 309 ................... <br />160 <br />A655 <br />SpecificGravityandAbSorption:Coa-Se (ASTM C127, CTM 206)............................$ <br />90 <br />until 21 — 74 "' '' " r7` /2021 ' �/ ' " <br />iv r rin ifJ and `. 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