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%/i Leighton
<br />FEE SCHEDULE
<br />METHOD $/TEST
<br />TRIAXIAL TESTS
<br />Unconfined compression strength of cohesive soil (with stresslstrain plot
<br />ASTM02166)... .... ..-.......... ............ ......................... ..-............ ............................... ......... 145
<br />Unconsolidated undrained triaxial compression test on cohesive soils
<br />(UU, ASTM D2850, USACE Q test, per confining stress) ..................... ...............,....
<br />Consolidated undrained triaxial compression test for cohesive soils,
<br />ICU, ASTM 04767, USACE R-bar test) with back pressure saturation & pore
<br />water pressure measurement (per confining stress) ........................................
<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) .........................................
<br />Silt or clayey sand soils (per confining stress) ........................................
<br />Clay soils (per confining stress)..............................................................
<br />Three -stage triaxial (sand or silty sand soils) ..........................................
<br />Three -stage triaxial (silt or clayey sand soils) .........................................
<br />Three -stage triaxial (clay soils).............................................................1,
<br />Remolding of test specimens..................................................................
<br />185
<br />400
<br />400
<br />535
<br />755
<br />700
<br />935
<br />320
<br />..70
<br />METHOD WEST
<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):................................................
<br />335
<br />Each additional effective stress....................................................................130
<br />Hand brimming 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)....................................................
<br />430
<br />SOIL -CEMENT
<br />Moisture -density curve for soil -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 (tor shear strength, consolidation, etc.)'............ 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 />METHOD $/TEST
<br />CONCRETE STRENGTH CHARACTERISTICS
<br />AGGREGATE PROPERTIES
<br />Concrete cylinders compression (ASTM C39) (6" x 12" and 4" x 8") ................40
<br />Bulk density and voids in aggregates (AASHTO T19/ASTM C29/ CTM 212) ..........,
<br />55
<br />Compression, concrete or masonry cores (testing only) 56 inch (ASTM C42)......45
<br />Organic impurities in fine aggregate sand (AASHTO T2IIASTM C40/CTM 213)....65
<br />Trimmingconcrete cores (per core ) .....
<br />25
<br />LA Rattler -smaller coarse aggregate <1.5" (AASHTOT96/ASTM C13V CTM 211) ...
<br />215
<br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM C761cTM 52a).....90
<br />et
<br />LA Rattler -larger coarse aggregate 1-3" (AASHTO T96/ASTM C535/CTM 211)....270
<br />9
<br />Flexural strength of concrete (simple beam -center pt loading, ASTM C293ICTM 523)... 90
<br />Apparent specific gravity of fine aggregate (AASHTO T84/ASTM C1281 CTM 208)...
<br />140
<br />Non shrink grout cubes (2 inch, ASTM C109/C1107)..........................................
<br />30
<br />Specific gravity and absorption of coarse aggregate (ASTM C1 VICTIM 206)
<br />Drying shrinkage - four readings, up to 90 days, 3 bars (ASTM C157) ...........430
<br />44 retained.............................................................................................110
<br />190
<br />Length of concrete cores (CTM 531).................................................................45
<br />Clay lumps, friable particles (AASHTO T112JASTM C142)..... ........................ I....
<br />215
<br />Durability Index (AASHTO T210/ASTM D3744/CTM 229)......................................
<br />HOT MIX ASPHALT (HMA)
<br />Moisture content of aggregates by oven drying
<br />Resistance of compacted HMA to moisture -induced damage
<br />(AASHTO T2551ASTM C566/CTM 226)...............................................................45
<br />(AASHTO T283/CTM 371)...........................................................................
<br />2,250
<br />Uncompacted void Content of fine aggregate
<br />Hamburg Wheel, 4briquettes (modified)(AASHTO T324)...............................965
<br />AASHTOT3041ASTMC12521CTM234 .........140
<br />(AASHTO)
<br />SUperpave gyratory compaction (AASHTO T312JASTM D6925)......... I ...............
<br />375
<br />Percent Of crushed partiCeS (AASHTO T3351ASTM D5821/CTM 205)..................145
<br />Extraction by ignition oven, percent asphalt
<br />Flat & elongated particles in coarse aggregate (ASTM D4791/CTM 235)..........230
<br />(AASHTO T308/ASTM D63071CTM 382)............................................................160
<br />Cleanness value of coarse aggregate (CTM 227)...........................................225
<br />Ignition oven correction/correlation values
<br />Soundness, magnesium (AASHTO T104/ASTM C881CTM 214) ...........................
<br />240
<br />(AASHTO T308/ASTM D6307/CTM 382).........................................................
<br />1,445
<br />Soundness, sodium (AASHTO T104/ASTM C88/CTM 214)....................... ,.........
<br />. 695
<br />Extraction by centrifuge, percent asphalt (ASTM D2172)................................160
<br />Gradation of extracted aggregate (AASHTO T30/ASTM D5444/CTM 202)............
<br />145
<br />MASONRY
<br />35
<br />Stabilometer, S-Value (ASTM D15601CTM 366).................................................
<br />285
<br />Mortar cylinders 2" x 4" (ASTM C780)........... ...,... ,................................ ............
<br />35
<br />Bituminous mixture preparation (AASHTO R30/CTM 304)...................................
<br />85
<br />Grout prisms 3" x 6" (ASTM C1019)....... ,....... ....................................... .............
<br />45
<br />Moisture content of HMA (AASHTO T329/ASTM 060371CTM 370).........................
<br />65
<br />Masonry cores compression, 156" diameter - testing only (ASTM C42).............
<br />Bulk specific gravity of compacted HMA, molded specimen or cores,
<br />Masonry core shear testing (Title 24).... .................... ........... - ........................
<br />85
<br />uncoated (AASHTO T1661ASTM D2726/CTM 308)..............................................55
<br />Veneer bond strength, cost for each - 5 required (ASTM C482)........................60
<br />Bulk specific gravity of compacted HMA, molded specimen or cores,
<br />CMU compression to size 8" x 8" x 16" - 3 required (ASTM C140)....................60
<br />paraffin -coated (AASHTO T275/ASTM D11881CTM 308).....................................
<br />60
<br />CMU moisture content, absorption & unit weight - 6 required (ASTM C140).....55
<br />Maximum density - Hveem (CTM 308)............................................................215
<br />CMU linear drying shrinkage (ASTM C426).....................................................190
<br />Theoretical maximum density and specific gravity of HMA (AASHTO T2091
<br />CMU grouted prisms compression test <_8" x 8" x 16" (ASTM C1314).............
<br />215
<br />ASTM D2041/CTM 309).................................................................................
<br />140
<br />CMU grouted prisms compression test> 8" x 8" x 16"(ASTM C1314).............
<br />270
<br />Thickness or height of compacted bituminous paving mixture specimens
<br />BEARING PADS/PLATES AND JOINT SEAL
<br />(ASTM D3549)..............................................................................................45
<br />Elastomeric bearing pads (Caltrans SS 51-3).......... ........................... ............
<br />1060
<br />Wet track abrasion of slurry seal (ASTM D3910).............................................160
<br />Elastomeric bearing pad with hardness and compression tests
<br />Rubberized asphalt (add to above rates)........................................................+25%
<br />(Caltrans SS 51-3).............. ................... ............................................ .........
<br />1,315
<br />BRICKType
<br />A Joint Seals (Caltrans SS 51-2)...........................................................1,735
<br />Compression - cost for each, 5 required (ASTM C67).......................................55
<br />Type B Joint Seals (Caltrans SS 51-2)...........................................................
<br />1,640
<br />Absorption - cost for each, 5 required (ASTM C67)...........................................55
<br />Bearing plates(A536).....................................................................................770
<br />Fee/2023 www.leightongroup.com Page 2 of 4
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