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%/� Leighton <br />METHOD $/TEST <br />FEE SCHEDULE <br />METHOD $/TEST <br />TRIAXIAL TESTS <br />Unconfined compression strength of cohesive soil (with stress/strain plot, <br />ASTMD2166)..................................................................................................................145 <br />Unconsolidated undrained triaxial compression test on cohesive soils <br />(UU, ASTM D2850, USACE Q test, per confining stress)..........................................185 <br />Consolidated undrained triaxial compression test for cohesive soils, <br />(CU, ASTM D4767, USACE R-bar test) with back pressure saturation & pore <br />water pressure measurement (per confining stress)........................................400 <br />Consolidated drained triaxial compression test (CD, USACE S), with volume <br />change measurement. Price per soil type below EM 1110-2-1906(X): <br />Sand or silty sand soils (per confining stress).........................................400 <br />Silt or clayey sand soils (per confining stress)........................................535 <br />Clay soils (per confining stress)..............................................................755 <br />Three -stage triaxial (sand or silty sand soils)..........................................700 <br />Three -stage triaxial (silt or clayey sand soils).........................................935 <br />Three -stage triaxial (clay soils).............................................................1,320 <br />Remolding of test specimens....................................................................70 <br />HYDRAULIC CONDUCTIVITY TESTS <br />Triaxial permeability in flexible -wall permeameter with backpressure <br />saturation at one effective stress <br />(EPA 9100/ASTM D5084, falling head Method C):................................................335 <br />Each additional effective stress....................................................................130 <br />Hand trimming of soil samples for horizontal K..............................................65 <br />Remolding of test specimens.........................................................................70 <br />Permeability of granular soils (ASTM D2434)..................................................145 <br />Soil suction (filter paper method, ASTM D5298)....................................................430 <br />SOIL -CEMENT <br />Moisture -density curve for soil -cement mixtures (ASTM D558).......................260 <br />Wet -dry durability of soil -cement mixtures (ASTM D559)'...........................1,290 <br />Compressive strength of molded soil -cement cylinder (ASTM D1633)' .............65 <br />Soil -cement remolded specimen (for shear strength, consolidation, etc.) I ............250 <br />Compaction (ASTM D558 maximum density) should also be performed - not included <br />in above price <br />CONSTRUCTION MATERIALS LABORATORY TESTING <br />METHOD $/TEST <br />CONCRETE STRENGTH CHARACTERISTICS <br />Concrete cylinders compression (ASTM C39) (6" x 12" and 4" x 8") ................40 <br />Compression, concrete or masonry cores (testing only) :56 inch (ASTM C42)......45 <br />Trimming concrete cores (per core)...............................................................25 <br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM C78/CTM 523).....90 <br />Flexural strength of concrete (simple beam -center pt. loading, ASTM C293/CTM 523)...90 <br />Non shrink grout cubes (2 inch, ASTM C109/C1107)............................................30 <br />Drying shrinkage - four readings, up to 90 days, 3 bars (ASTM C157) ...........430 <br />Length of concrete cores (CTM 531).................................................................45 <br />HOT MIX ASPHALT (HMA) <br />Resistance of compacted HMA to moisture -induced damage <br />(AASHTO T283/CTM 371)...........................................................................2,250 <br />Hamburg Wheel, 4 briquettes (modified) (AASHTO T324)...............................965 <br />Superpave gyratory compaction (AASHTO T312/ASTM D6925) .........................375 <br />Extraction by ignition oven, percent asphalt <br />(AASHTO T308/ASTM D6307/CTM 382)............................................................160 <br />Ignition oven correction/correlation values <br />(AASHTO T308/ASTM D6307/CTM 382).........................................................1,445 <br />Extraction by centrifuge, percent asphalt (ASTM D2172)................................160 <br />Gradation of extracted aggregate (AASHTO T30/ASTM D5444/CTM 202)............145 <br />Stabilometer, S-Value (ASTM D1560/CTM 366).................................................285 <br />Bituminous mixture preparation (AASHTO R30/CTM 304)...................................85 <br />Moisture content of HMA (AASHTO T329/ASTM D6037/CTM 370) .........................65 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />uncoated (AASHTO T166/ASTM D2726/CTM 308)..............................................55 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />paraffin -coated (AASHTO T275/ASTM D1188/CTM 308).....................................60 <br />Maximum density - Hveem (CTM 308)............................................................215 <br />Theoretical maximum density and specific gravity of HMA (AASHTO T209/ <br />ASTM D2041/CTM 309).................................................................................140 <br />Thickness or height of compacted bituminous paving mixture specimens <br />(ASTM D3549)...............................................................................................45 <br />Wet track abrasion of slurry seal (ASTM D3910).............................................160 <br />Rubberized asphalt (add to above rates)........................................................+25% <br />BRICK <br />Compression - cost for each, 5 required (ASTM C67).......................................55 <br />Absorption - cost for each, 5 required (ASTM C67)...........................................55 <br />METHOD $/TEST <br />AGGREGATE PROPERTIES <br />Bulk density and voids in aggregates (AASHTO T19/ASTM C29/ CTM 212) ............55 <br />Organic impurities in fine aggregate sand (AASHTO T21/ASTM C40/CTM 213)....65 <br />LA Rattler -smaller coarse aggregate <1.5"(AASHTOT96/ASTMC131/CTM211) <br />... 215 <br />LA Rattler -larger coarse aggregate 1-3" (AASHTO T96/ASTM C535/CTM 211)....270 <br />Apparent specific gravity of fine aggregate (AASHTOT84/ASTM C128/CTM 208)...140 <br />Specific gravity and absorption of coarse aggregate (ASTM C127/CTM 206) <br />44 retained.............................................................................................110 <br />Clay lumps, friable particles (AASHTO T112/ASTM C142)..................................190 <br />Durability Index (AASHTO T210/ASTM D3744/CTM 229)......................................215 <br />Moisture content of aggregates by oven drying <br />(AASHTO T255/ASTM C566/CTM 226)...............................................................45 <br />Uncompacted void content of fine aggregate <br />(AASHTO T304/ ASTM C1252/ CTM 234)..........................................................140 <br />Percent of crushed particles (AASHTO T335/ASTM D5821/CTM 205) ..................145 <br />Flat & elongated particles in coarse aggregate (ASTM D4791/CTM 235)..........230 <br />Cleanness value of coarse aggregate (CTM 227)...........................................225 <br />Soundness, magnesium (AASHTO T104/ASTM C88/CTM 214) ...........................240 <br />Soundness, sodium (AASHTO T104/ASTM C88/CTM 214)..................................695 <br />MASONRY <br />Mortar cylinders 2" x 4" (ASTM C780)...............................................................35 <br />Grout prisms 3" x 6" (ASTM C1019)...................................................................35 <br />Masonry cores compression, <_6" diameter - testing only (ASTM C42).............45 <br />Masonry core shear testing (Title 24).............................................................85 <br />Veneer bond strength, cost for each - 5 required (ASTM C482)........................60 <br />CMU compression to size 8" x 8" x 16" - 3 required (ASTM C140)....................60 <br />CMU moisture content, absorption & unit weight - 6 required (ASTM C140).....55 <br />CMU linear drying shrinkage (ASTM C426).....................................................190 <br />CMU grouted prisms compression test <_8" x 8" x 16" (ASTM C1314).............215 <br />CMU grouted prisms compression test > 8" x 8" x 16"(ASTM C1314) .............270 <br />BEARING PADS/PLATES AND JOINT SEAL <br />Elastomeric bearing pads (Caltrans SS 51-3).................................................1060 <br />Elastomeric bearing pad with hardness and compression tests <br />(Caltrans SS 51-3)......................................................................................1,315 <br />Type A Joint Seals (Caltrans SS 51-2)...........................................................1,735 <br />Type B Joint Seals (Caltrans SS 51-2)...........................................................1,640 <br />Bearing plates(A536).....................................................................................770 <br />Fee/2023 www.leightongroup.com Page 2 of 4 <br />