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N-verda ntas <br />FEE SCHEDULE <br />METHOD $/TEST <br />TRIAXIAL TESTS <br />Unconfined compression strength of cohesive soil (with stress/strain <br />plot, ASTM D2166)................................................................................ 145 <br />Unconsolidated undrained triaxial compression test on cohesive soils <br />(UU, ASTM D2850, USACE Q test, perconfining stress) ....................... 185 <br />Consolidated undrained triaxial compression test for cohesive soils, <br />(CU, ASTM D4767, USACE R-bartest) with back pressure saturation & <br />pore water pressure measurement (per confining stress) .................400 <br />Consolidated drained triaxial compression test (CD, USACE S), with <br />volume change measurement. Price per soil type below EM 1110-2- <br />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 />METHOD $/TEST <br />HYDRAULIC CONDUCTIVITY TESTS <br />Triaxial permeability in flexible -wall permeameter with <br />backpressure saturation at one effective stress <br />(EPA 9100/ASTM D5084, falling head Method C):................................ <br />335 <br />Each additional effective stress............................................................... <br />130 <br />Hand trimming of soil samples for horizontal K.......................................65 <br />Remolding of test specimens.................................................................... <br />70 <br />Permeability of granular soils (ASTM D2434).......................................... <br />145 <br />Soil suction (filter paper method, ASTM D5298)..................................... <br />430 <br />SOIL -CEMENT <br />Moisture -density curve for soi [-cement mixtures (ASTM D558) ............. 260 <br />Wet -dry durability of soil -cement mixtures (ASTM 0559) .................. 1,290 <br />Compressive strength of molded soil -cement cylinder (ASTM D1633)' ..65 <br />Soil -cement remolded specimen (forshear strength, consolidation, <br />etc.) '..................................................................................................... 250 <br />' Compaction (ASTM D558 maximum density) should also be <br />performed - not included 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 <br />(ASTM C42).............................................................................................. <br />45 <br />Trimming concrete cores(percore)......................................................... <br />25 <br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM <br />C78/CTM 523).......................................................................................... <br />90 <br />Flexural strength of concrete (simple beam -center pt. loading, ASTM <br />C293/CTM 523)......................................................................................... <br />90 <br />Non shrink grout cubes (2 inch, ASTM C109/C1107)................................. <br />30 <br />Drying shrinkage - four readings, up to 90 days, 3 bars (ASTM C157).... <br />430 <br />Length of concrete cores (CTM 531).......................................................... <br />45 <br />HOT MIX ASPHALT (HMA) <br />Resistance of compacted HMA to moisture -induced damage <br />(AASHTO T283/CTM 371)................................................................... <br />2,250 <br />Hamburg Wheel, 4 briquettes (modified) (AASHTO T324) ..................... <br />965 <br />Superpave gyratory compaction (AASHTO T312/ASTM D6925) ............. <br />375 <br />Extraction by ignition oven, percent asphalt <br />(AASHTO T308/ASTM D6307/CTM 382)................................................ <br />160 <br />Ignition oven correction/correlation values <br />(AASHTO T308/ASTM D6307/CTM 382)............................................. <br />1,445 <br />Extraction by centrifuge, percent asphalt (ASTM D2172) ....................... <br />160 <br />Gradation of extracted aggregate (AASHTO T30/ASTM D5444/CTM 202)145 <br />Stabilometer, S-Value (ASTM D1560/CTM 366)....................................... <br />285 <br />Bituminous mixture preparation (AASHTO R30/CTM 304)....................... <br />85 <br />Moisture content of HMA (AASHTO T329/ASTM D6037/CTM 370) ............ <br />65 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />uncoated (AASHTO T166/ASTM D2726/CTM 308).................................. <br />55 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />paraffin -coated (AASHTO T275/ASTM D1188/CTM 308)........................ <br />60 <br />Maximum density - Hveem (CTM 308)..................................................... <br />215 <br />Theoretical maximum density and specific gravity of HMA (AASHTO <br />T209/ASTM D2041/CTM 309)................................................................ <br />140 <br />Thickness or height of compacted bituminous paving mixture <br />specimens (ASTM D3549).................. ............................. I....................... <br />45 <br />Wet track abrasion of slurry seal (ASTM D3910).................................... <br />160 <br />Rubberized asphalt (add to above rates) ............................................ <br />+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/ <br />CTM213)................................................................................................. <br />65 <br />LA Rattter-smaller coarse aggregate <1.5" (AASHTO T96/ASTM C131/ CTM <br />211)........................................................................................................ <br />215 <br />LA Rattler -larger coarse aggregate 1-3" (AASHTO T96/ASTM C535/CTM <br />211)....................................................................................................... <br />270 <br />Apparent specific gravity of fine aggregate (AASHTO T84/ASTM C128/ <br />CTM208)................................................................................................. <br />140 <br />Specific gravity and absorption of coarse aggregate (ASTM C127/CTM <br />206) >#4 retained.................................................................................. <br />110 <br />Clay lumps, friable particles (AASHTO T112/ASTM C142)....................... <br />190 <br />Durability Index (AASHTO T210/ASTM D3744/CTM 229)......................... <br />215 <br />Moisture content of aggregates by oven drying <br />(AASHTO T255/ASTM C566/CTM 226).................................................... <br />45 <br />Uncompacted void content of fine aggregate <br />(AASHTO T304/ ASTM C1252/ CTM 234).............................................. <br />140 <br />Percent of crushed particles (AASHTO T335/ASTM D5821/CTM 205)..... <br />145 <br />Flat & elongated particles in coarse aggregate (ASTM D4791/CTM 235) <br />230 <br />Cleanness value of coarse aggregate (CTM 227).....................................225 <br />Soundness, magnesium (AASHTO T104/ASTM C88/CTM 214) ............... <br />240 <br />Soundness, sodium (AASHTO T104/ASTM C88/CTM 214)....................... <br />695 <br />MASONRY <br />Mortarcylinders 2" x4" (ASTM C780)........................................................ <br />35 <br />Grout prisms 3" x6" (ASTM C1019)............................................................ <br />35 <br />Masonry cores compression, 56" diameter -testing only (ASTM C42).....45 <br />Masonry core shear testi ng (Title 24)........................................................ <br />85 <br />Veneer bond strength, cost for each - 5 required (ASTM C482)................ <br />60 <br />CMU compression to size 8" x 8" x 16" - 3 required (ASTM C140)............. <br />60 <br />CMU moisture content, absorption & unit weight - 6 required (ASTM <br />C140)....................................................................................................... <br />55 <br />CMU linear dryingshrinkage (ASTM C426).............................................. <br />190 <br />CMU grouted prisms compression test <_8" x 8" x 16" (ASTM C1314)..... <br />215 <br />CMU grouted prisms compression test> 8" x 8" x 16"(ASTM C1314)..... <br />270 <br />BEARING PADS/PLATES AND JOINT SEAL <br />Elastomeric bearing pads (Caltrans SS 51-3)....................................... <br />1,060 <br />Elastomeric bearing pad with hardness and compression tests <br />(Caltrans SS 51-3).............................................................................. <br />1,315 <br />Type A Joint Seals (Caltrans SS 51-2)................................................... <br />1,735 <br />Fee 2024 www.verdantas.com Page 2 of 4 <br />