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FEE SCHEDULE <br />CONSTRUCTION MATERIALS LABORATORY TESTING <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, 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 & <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): ................................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 .................1,290 <br />Compressive strength of molded soil-cement cylinder (ASTM D1633)¹ ..65 <br />Soil-cement remolded specimen (for shear strength, consolidation, <br />etc.) ¹ .....................................................................................................250 <br />¹ Compaction (ASTM D558 maximum density) should also be <br />performed – not included in above price <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) ≤6 inch <br />(ASTM C42) ..............................................................................................45 <br />Trimming concrete cores (per core) .........................................................25 <br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM <br />C78/CTM 523) ..........................................................................................90 <br />Flexural strength of concrete (simple beam-center pt. loading, ASTM <br />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 <br />T209/ASTM D2041/CTM 309) ................................................................140 <br />Thickness or height of compacted bituminous paving mixture <br />specimens (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/ <br />CTM 213) .................................................................................................65 <br />LA Rattler-smaller coarse aggregate <1.5” (AASHTO T96/ASTM C131/ CTM <br />211) ........................................................................................................215 <br />LA Rattler-larger coarse aggregate 1-3” (AASHTO T96/ASTM C535/CTM <br />211) .......................................................................................................270 <br />Apparent specific gravity of fine aggregate (AASHTO T84/ASTM C128/ <br />CTM 208) .................................................................................................140 <br />Specific gravity and absorption of coarse aggregate (ASTM C127/CTM <br />206) >#4 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 <br />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) .......................................1,060 <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 />Fee 2024 www.verdantas.com Page 2 of 4