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111 Lei gMon FEE SCHEDULE <br /> a'—d—t—'ompany <br /> METHOD $/TEST METHOD $/TEST <br /> TRIAXIAL TESTS HYDRAULIC CONDUCTIVITY TESTS <br /> Unconfined compression strength of cohesive soil(with stress/strain plot, Triaxial permeability in flexible-wall permeameter with backpressure <br /> ASTM D2166)..................................................................................................................145 saturation at one effective stress <br /> Unconsolidated undrained triaxial compression test on cohesive soils (EPA 9100/ASTM D5084,falling head Method C):................................................335 <br /> (UU,ASTM D2850,USACE Q test,per confining stress)..........................................185 Each additional effective stress....................................................................130 <br /> Consolidated undrained triaxial compression test for cohesive soils, Hand trimming of soil samples for horizontal K..............................................65 <br /> (CU,ASTM D4767,USACE R-bar test)with back pressure saturation&pore Remolding of test specimens.........................................................................70 <br /> water pressure measurement(per confining stress)........................................400 Permeability of granular soils(ASTM D2434)..................................................145 <br /> Consolidated drained triaxial compression test(CD,USACE S),with volume Soil Suction(filter paper method,ASTM D5298)....................................................430 <br /> change measurement.Price per soil type below EM 1110-2-1906(X): SOIL-CEMENT <br /> Sand or silty sand soils(per confining stress).........................................400 Moisture-density curve for soil-cement mixtures(ASTM D558).......................260 <br /> Silt or clayey sand soils(per confining stress)........................................535 Wet-dry durability of soil-cement mixtures(ASTM D559)1...........................1,290 <br /> Clay soils(per confining stress)..............................................................755 Compressive strength of molded soil-cement cylinder ASTM D1633' 65 <br /> Three-stage triaxial(sand or silty sand soils)..........................................700 Soil-cement remolded specimen(for shear strength,consolidation,etc.)'............250 <br /> Three-stage triaxial(silt or clayey sand soils).........................................935 <br /> Three-stage triaxial(clay soils).............................................................1,320 Compaction(ASTM D558 maximum density)should also be performed-not included <br /> Remolding of test specimens....................................................................70 in above price <br /> CONSTRUCTION MATERIALS LABORATORY TESTING <br /> METHOD $/TEST METHOD $/TEST <br /> CONCRETE STRENGTH CHARACTERISTICS AGGREGATE PROPERTIES <br /> Concrete cylinders compression(ASTM C39)(6"x 12"and 4"x 8") ................40 Bulk density and voids in aggregates(AASHTO T19/ASTM C29/CTM 212)............55 <br /> Compression,concrete or masonry cores(testing only)<_6 inch(ASTM C42)......45 Organic impurities in fine aggregate sand(AASHTO T21/ASTM C40/CTM 213)....65 <br /> Trimming concrete cores(per core)...............................................................25 LA Rattler-smaller coarse aggregate<1.5"(AASHT0T96JASTMC131/CTM211)...215 <br /> Flexural Strength of concrete(simple beam-3rd pt.loading,ASTM C78/CTM 523).....90 LA Rattler-larger coarse aggregate 1-3"(AASHTO T96/ASTM C535/CTM 211)....270 <br /> Flexural Strength of concrete(simple bearn-centerpt.loading,ASTM C293/CTM 523)...90 Apparent Specific gravity of fine aggregate(AASHT0T841ASTMC128/CTM208)...140 <br /> Non shrink grout cubes(2 inch,ASTM C109/C1107)............................................30 Specific gravity and absorption of coarse aggregate(ASTM C127/CTM 206) <br /> Drying shrinkage-four readings,up to 90 days,3 bars(ASTM C157)...........430 44 retained.............................................................................................110 <br /> Length of concrete cores(CTM 531).................................................................45 Clay lumps,friable particles(AASHTO T112/ASTM C142)..................................190 <br /> HOT MIX ASPHALT(HMA) Durability Index(AASHTOT210/ASTM D3744/CTM 229)......................................215 <br /> Resistance of compacted HMA to moisture-induced damage Moisture content of aggregates by oven drying <br /> ( )��������������������������������������������������������������������������� <br /> AASHTO T283/CTM 371 2,250 (AASHTO T255/ASTM C566/CTM 226)...............................................................45 Hamburg Wheel,4 briquettes(modified)(AASHTOT324)...............................965 Uncompacted void content of fine aggregate <br /> (AASHTO T304/ASTM C12521 CTM 234)..........................................................140 <br /> SUpaction gyratory Coven,percent <br /> nt asphSHTOalt <br /> T312/ASTM D6925).........................375 Percent of crushed particles(AASHTO T335/ASTM D5821/CTM 205)..................145 <br /> Extraction by ignition oven,percent asphalt Flat&elongated particles in coarse aggregate(ASTM D4791/CTM 235)..........230 <br /> (AASHTO <br /> oven <br /> n correction/correlation <br /> D6307/n/corrCTM 382)............................................................160 Cleanness value of coarse aggregate(CTM 227)...........................................225 <br /> Ignition oven correction/correlation values <br /> Soundness,magnesium(AASHTO T104/ASTM C88/CTM 214)...........................240 <br /> (AASHTO T308/ASTM D6307/CTM 382).........................................................1,445 Soundness,Sodium(AASHTO T104/ASTM C88/CTM 214)..................................695 <br /> Extraction by centrifuge,percent asphalt(ASTM D2172)................................160 <br /> Gradation of extracted aggregate(AASHTO T30/ASTM D5444/CTM 202)............145 MASONRY <br /> Stabilometer,S-Value(ASTM D1560/CTM 366).................................................285 Mortar cylinders 2"x 4"(ASTM C780)...............................................................35 <br /> Bituminous mixture preparation(AASHTO R30/CTM 304)...................................85 Grout prisms 3"x 6"(ASTM C1019)...................................................................35 <br /> Moisture content of HMA(AASHTO T329/ASTM D6037/CTM 370).........................65 Masonry cores compression,<_6"diameter-testing only(ASTM C42).............45 <br /> Bulk specific gravity of compacted HMA,molded specimen or cores, Masonry core shear testing(Title 24).............................................................85 <br /> uncoated(AASHTO T166/ASTM D2726/CTM 308)..............................................55 Veneer bond strength,cost for each-5 required(ASTM C482)........................60 <br /> Bulk specific gravity of compacted HMA,molded specimen or cores, CMU compression to size 8"x 8"x 16"-3 required(ASTM C140)....................60 <br /> paraffin-coated(AASHTO T275/ASTM D1188/CTM 308).....................................60 CMU moisture content,absorption&unit weight-6 required(ASTM C140).....55 <br /> Maximum density-Hveem(CTM 308)............................................................215 CMU linear drying shrinkage(ASTM C426).....................................................190 <br /> Theoretical maximum density and specific gravity of HMA(AASHTO T209/ CMU grouted prisms compression test<_8"x 8"x 16"(ASTM C1314).............215 <br /> ASTM D2041/CTM 309).................................................................................140 CMU grouted prisms compression test>8"x 8"x 16"(ASTM C1314).............270 <br /> Thickness or height of compacted bituminous paving mixture specimens BEARING PADS/PLATES AND JOINT SEAL <br /> (ASTM D3549)...............................................................................................45 Elastomeric bearing pads(Caltrans SS 51-3)................................................1,060 <br /> Wet track abrasion of slurry seal(ASTM D3910).............................................160 Elastomeric bearing pad with hardness and compression tests <br /> Rubberized asphalt(add to above rates)........................................................+25% <br /> (Caltrans SS 51-3)......................................................................................1,315 <br /> BRICK Type A Joint Seals(Caltrans SS 51-2)...........................................................1,735 <br /> Compression-cost for each,5 required(ASTM C67).......................................55 Type B Joint Seals(Caltrans SS 51-2)...........................................................1,640 <br /> Absorption-cost for each,5 required(ASTM C67)...........................................55 Bearing plates(A536).....................................................................................770 <br /> Fee/2024 www.leightongroup.com Page 2 of 4 <br /> Harris&AssociaCstxcCOUnCII 15 — 198 7/16/2024 Vi <br />