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Leighton <br />FEE SCHEDULE <br />.METHOD $/TEST <br />JTRIAXIAL TESTS <br />*Unconfined compression strength of cohesive soil (with stress/strain plot, <br />ASTMD2166)..................................................................................................................135 <br />Unconsolidated undrained triaxial compression test on cohesive soils <br />(UU, ASTM D2850, USAGE Q test, per confining stress)..........................................170 <br />Consolidated undrained triaxial compression test for cohesive soils, <br />(CU, ASTM D4767, USAGE R-bar test) with back pressure saturation & pore <br />water pressure measurement (per confining stress)........................................375 <br />Consolidated drained triaxial compression test (CD, USAGE 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).........................................375 <br />Silt or clayey sand soils (per confining stress),, ................................. .... 500 <br />Clay soils (per confining stress)..............................................................705 <br />Three -stage triaxial (sand or silty sand soils)..........................................655 <br />Three -stage triaxial (silt or clayey sand soils).........................................875 <br />Three -stage triaxial (clay soils)-...........................................................1,235 <br />Remolding of test specimens....................................................................65 <br />METHOD $/TEST <br />HYDRAULIC CONDUCTIVITY TESTS <br />Triaxial permeability in flexible -wall permeameter with backpressure <br />saturation at one effective stress <br />(EPA 91001ASTM D5084, falling head Method C):................................................310 <br />Each additional effective stress....................................................................120 <br />Hand trimming of soil samples for horizontal K..............................................60 <br />Remolding of test specimens.........................................................................65 <br />Permeability of granular soils (ASTM D2434)..................................................135 <br />Soil suction (filter paper method, ASTM D5298)....................................................400 <br />SOIL -CEMENT <br />Moisture -density curve for soil -cement mixtures (ASTM D558).......................240 <br />Wet -dry durability of soil -cement mixtures (ASTM D559)'..... ...................... 1,205 <br />Compressive strength of molded soil -cement cylinder (ASTM D1633)'.............60 <br />Soil -cement remolded specimen (for shear strength, consolidation, etc.)' ............ 235 <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") ................35 <br />Compression, concrete or masonry cores (testing only) :56 inch (ASTM C42)......40 <br />1p Trimming concrete cores (per core)...............................................................20 <br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM C781CTM 523).....85 <br />Flexural strength of concrete (simple beam -center pt. loading, ASTM C2931CTM 523)... <br />85 <br />Non shrink grout cubes (2 inch, ASTM C1091C1107)............................................25 <br />Drying shrinkage -four readings, up to 90 days, 3 bars (ASTM C157) ...........400 <br />Length of concrete cores (CTM 531).................................................................40 <br />a HOT MIX ASPHALT (HMA) <br />Resistance of compacted HMA to moisture -induced damage <br />(AASHTO T2831CTM 371)........................................................................... <br />2,100 <br />Hamburg Wheel, 4 briquettes (modified)(AASHTOT324)...............................900 <br />Superpave gyratory compaction (AASHTO T3121ASTM 06925) ......................... <br />350 <br />Extraction by ignition oven, percent asphalt <br />(AASHTO T3081ASTM D63071CTM 382)............................................................150 <br />aIgnition oven correction/correlation values <br />(AASHTO T3081ASTM D63071CTM 382).........................................................1,350 <br />1Extraction by centrifuge, percent asphalt (ASTM D2172)................................150 <br />Gradation of extracted aggregate (AASHTO T301ASTM D5444ICTM 202)............135 <br />Stabilometer, S-Value (ASTM D1560ICTM 366).................................................265 <br />Bituminous mixture preparation (AASHTO R301CTM 304)...................................80 <br />Moisture content of HMA (AASHTO T3291ASTM D60371CTM 370) ......................-.60 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />uncoated (AASHTO T1661ASTM D27261CTM 308)..............................................50 <br />Bulk specific gravity of compacted HMA, molded specimen or cores, <br />paraffin -coated (AASHTO T2751ASTM D11881CTM 308).....................................55 <br />Maximum density - Hveem (CTM 308)............................................................200 <br />Theoretical maximum density and specific gravity of HMA (AASHTO T2091 <br />ASTM D20411CTM 309).................................................................................130 <br />Thickness or height of compacted bituminous paving mixture specimens <br />(ASTM D3549)...............................................................................................40 <br />Wet track abrasion of slurry seal (ASTM 03910).............................................150 <br />Rubberized asphalt (add to above rates) ............................... ........ ......... ....... <br />+25% <br />BRICK <br />Compression - cost for each, 5 required (ASTM C67).......................................50 <br />jS Absorption - cost for each, 5 required (ASTM C67)...........................................50 <br />METHOD $/TEST <br />AGGREGATE PROPERTIES <br />Bulk density and voids in aggregates (AASHTO T191ASTM C291 CTM 212) ............50 <br />Organic impurities in fine aggregate sand (AASHTO T211ASTM C40ICTM 213)....60 <br />LA Rattler -smaller coarse aggregate <1.5" (AASHT07WASTMC13VCTM211)... <br />200 <br />LA Rattler -larger coarse aggregate 1-3" (AASHTO T961ASTM C5351CTM 211).... <br />250 <br />Apparent specific gravity of fine aggregate(AASHTOT841ASTMC1281CTM208)... <br />130 <br />Specific gravity and absorption of coarse aggregate (ASTM C1271CTM 206) <br />44 retained.............................................................................................100 <br />Clay lumps, friable particles (AASHTO T1121ASTM C142)..................................175 <br />Durability Index (AASHTO T2101ASTM D3744ICTM 229)...................................... <br />200 <br />Moisture content of aggregates by oven drying <br />(AASHTO T2551ASTM C666ICTM 226)...............................................................40 <br />Uncompacted void content of fine aggregate <br />(AASHTO T3041 ASTM C125Z CTM 234)..........................................................130 <br />Percent of crushed particles (AASHTOT3351ASTM D5821ICTM 205)..................135 <br />Flat & elongated particles in coarse aggregate (ASTM D47911CTM 235)..........215 <br />Cleanness value of coarse aggregate (CTM 227)............................................210 <br />Soundness, magnesium (AASHTO T1041ASTM C881CTM 214) ...........................225 <br />Soundness, sodium (AASHTO T1041ASTM C881CTM 214)..................................650 <br />MASONRY <br />Mortar cylinders 2" x 4" (ASTM C780)...............................................................30 <br />Grout prisms 3" x 6" (ASTM C1019)...................................................................30 <br />Masonry cores compression, s6" diameter - testing only (ASTM C42).............40 <br />Masonry core shear testing (Title 24).............................................................80 <br />Veneer bond strength, cost for each - 5 required (ASTM C482)........................55 <br />CMU compression to size 8" x 8" x 16" - 3 required (ASTM C140)....................55 <br />CMU moisture content, absorption & unit weight - 6 required (ASTM C140).....50 <br />CMU linear drying shrinkage (ASTM C426).....................................................175 <br />CMU grouted prisms compression test <_B" x 8" x 16" (ASTM C1314).............200 <br />CMU grouted prisms compression test > 8" x 8" x 16°(ASTM C1314) .............250 <br />BEARING PADS/PLATES AND JOINT SEAL <br />Elastomeric bearing pads (Caltrans SS 51-3)...................................................990 <br />Elastomeric bearing pad with hardness and compression tests <br />(Caltrans SS 51-3)......................................................................................1,230 <br />Type A Joint Seals (Caltrans SS 51-2)....... ....................................... ............. <br />1,620 <br />Type B Joint Seals (Caltrans SS 51-2)............................. ................. ............. <br />1,530 <br />Bearing plates(A536).....................................................................................720 <br />Fee/2022 www.leightongroup.com Page 2 of 4 <br />