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<br />METHOD $/TEST
<br />TRIAXIAL TESTS
<br />Unconfined compression strength of cohesive soil (with stress/strain plot,
<br />ASTM02166)............ ......... ........................ ............. ....... ,....,... ,.... ,................................
<br />145
<br />Unconsolidated undrained triaxial compression test on cohesive soils
<br />(UU, ASTM D2850, USAGE O lest, per confining stress) ..........................................
<br />185
<br />Consolidated undrained triaxial compression test for cohesive soils,
<br />(CU, ASTM 34767, USAGE R-bar test) with back pressure saturation & pore
<br />water pressure measurement (per confining stress) ........................................
<br />400
<br />Consolidated drained triaxial compression test ICU, USAGE S), with volume
<br />change measurement. Price per soil type below EM 1110-2-191
<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)..............................................................
<br />755
<br />Three -stage triaxial (sand or silty sand soils) ..........................................
<br />700
<br />Three -stage triaxial (silt or clayey sand soils).........................................935
<br />Three -stage triaxial (clay soils).............................................................
<br />1,320
<br />Remolding of test specimens....................................................................70
<br />FEE SCHEDULE
<br />METHOD $/TEST
<br />HYDRAULIC CONDUCTIVITY TESTS
<br />Triaxial permeability in flexible -wall permeameter with backpressure
<br />saturation at one effective stress
<br />(EPA 9106/A$TM D5084, falling head Mel C):................................................
<br />335
<br />Each additional effective stress....................................................................
<br />130
<br />Hand trimming of soil samples for horizontal K..............................................
<br />65
<br />Remolding of test specimens.........................................................................
<br />70
<br />Permeability of granular soils (ASTM 32434)..................................................
<br />145
<br />Soil suction (filter paper method, ASTM D5298)....................................................430
<br />SOIL -CEMENT
<br />Moisture -density curve for soil -cement mixtures (ASTM D558).......................
<br />260
<br />Wet -dry durability of soil -cement mixtures (ASTM D559)' ...........................
<br />1,290
<br />Compressive strength of molded soil -cement cylinder (ASTM D1633)'.............
<br />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") ................
<br />40
<br />Compression, concrete or masonry cores (testing only) <6 inch (ASTM C42).,....45
<br />Trimming concrete cores (per core)...............................................................25
<br />Flexural strength of concrete (simple beam-3rd pt. loading, ASTM C781CTM 523).....
<br />90
<br />Flexural strength of concrete (simple beam -carder pt. loading, ASTM C293/CTM 523)... 90
<br />Non shrink grout cubes (2 inch, ASTM Cio9/e1107)............................................
<br />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)(AASHTOT324) ...............................
<br />965
<br />Superpave gyratory compaction (AASHTO T312/ASTM D6925).........................
<br />375
<br />Extraction by ignition oven, percent asphalt
<br />(AASHTO T3081ASTM D6307ICTM 382)............................................................
<br />160
<br />Ignition oven correction/correlation values
<br />(AASHTO T3081ASTM D6307/CTM 382)............. ............ .-.............................I'445
<br />Extraction by cenMfuge, percent asphalt (ASTM D2t7z)................................160
<br />Gradation of extracted aggregate (AAS14TO Tao/ASTM D5444ICTM 202)............
<br />145
<br />Stabilometer, S-Value (ASTM D1560ICTM 366).................................................
<br />285
<br />Bituminous mixture preparation (AASHTO R30/CTM 304)... ...............................85
<br />Moisture content of HMA (AASHTO T329/ASTM D6037ICTM 370) .........................
<br />65
<br />Bulk specific gravity of compacted HMA, molded specimen or cores,
<br />uncoated (AASHTOT1661ASTM D2726/CTM 308)...........................................-.55
<br />Bulk specific gravity of compacted HMA, molded specimen or cores,
<br />paraffin -coated (AASHTO T275/ASTM D118WCTM 308).....................................60
<br />Maximum density - Hveem (CTM 31............................................................
<br />215
<br />Theoretical maximum density and specific gravity of HMA (AASHTO T209/
<br />ASTMD2041/CTM 309).................................................................................
<br />140
<br />Thickness or height of compacted bituminous paving mixture specimens
<br />(ASTM D3549)...............................................................................................
<br />45
<br />Wet track abrasion of slurry seal (ASTM D3910).............................................160
<br />Rubberized asphalt (add to above rates) ................................. .......................
<br />+25%
<br />BRICK
<br />Compression - cost for each, 5 required (ASTM C67).......................................
<br />55
<br />Absorption - cost for each, 5 required (ASTM 067)...........................................55
<br />Fee/2024
<br />METHOD $/TEST
<br />AGGREGATE PROPERTIES
<br />Bulk density and voids in aggregates (AASHTOT191ASTM C291 CTM 212)............
<br />55
<br />Organic impurities in fine aggregate sand (AASHTOT211ASTM C40/CTM 213)....65
<br />LA Rattler -smaller coarse aggregate 0.5" (AASHTOTRASTM C1311CTM 211)...215
<br />LA Raffler-larger coarse aggregate 1-3" (AASHTO T96/ASTM C53SICTM 211)....270
<br />Apparent specific gravity of fine aggregate (AASHTOT84/ASTM C12&CTM 208)...
<br />140
<br />Specific gravity and absorption of coarse aggregate (ASTM C127ICTM 206)
<br />44 retained.............................................................................................
<br />110
<br />Clay lumps, friable particles (AASHTO T1121ASTM C142)..................................
<br />190
<br />Durability Index (AASHTOT210/ASTM D3744ICTM 229)......................................
<br />215
<br />Moisture content of aggregates by oven drying
<br />(AASHTO T255/ASTM C566ICTM 226)...............................................................45
<br />Uncompacted void content of fine aggregate
<br />(AASHTO T3041ASTM C1252/ CTM 234)..........................................................
<br />140
<br />Percent of crushed particles (AASHTO T3351ASTM D5821ICTM 205)..................
<br />145
<br />Flat & elongated particles in coarse aggregate (ASTM D4791ICTM 235)..........
<br />230
<br />Cleanness value of coarse aggregate (CTM 227)...........................................
<br />225
<br />Soundness, magnesium (AASHTOT1041ASTM O881CTM 214) ...........................
<br />240
<br />Soundness, sodium (AASHTOT1041ASTM Cifill 214)..................................
<br />695
<br />MASONRY
<br />Mortar cylinders 2" x 4" (ASTM C780)...............................................................
<br />35
<br />Grout prisms 3" x 6" (ASTM c1o19)...................................................................
<br />35
<br />Masonry cores compression, <6' diameter -testing only (ASTM G42).............45
<br />Masonry core shear testing (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 & unitweight- 6 required (ASTM C140).....
<br />55
<br />CMU linear drying shrinkage (ASTM G426).....................................................
<br />190
<br />CMU grouted prisms compression test s-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/PLATESAND JOINT SEAL
<br />Elastomeric bearing pads (Calrmns SS 51-3)................................................
<br />1,060
<br />Elastomeric bearing pad with hardness and compression tests
<br />(Caltmns SS 51,3) ......................................................................................
<br />1,315
<br />Type A Joint Seals (Caltmns SS 51-2)...........................................................
<br />1,735
<br />Type B Joint Seals (Caltmns SS 51-2)........................................................ ...1,640
<br />Bearing plates(A536).....................................................................................770
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