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S ST, INC. SCMEDULE OF FEES FOR PROFESSIONAL SERVICES CONT.
<br />Soil and Aggregate - Continued
<br />Durability Index (Cal 229, ASTM 03744).... ............. ____ .... ......... -........ ............. .......... ,.,.......
<br />....... ....... .... ........... ,..,,... ............... $224
<br />ExpansionIndex (ASTM D4269)............ ......... ........... .......... ............ ......... ......... ............. ....................
<br />............................................ 177
<br />Fine Aggregate Angularity (AASHTO T304) -... ..... ......:... 1............ 1.:. ...:.... ,..
<br />:..... ......_........ ..............200
<br />Fineness Modulus (ASTM C1.36)................................ ........ ..................... ............... ................ ..............
<br />.
<br />..... ..... ,....... ,.,........................24
<br />Flat & Elongated Pieces/Size (ASTM D4791)............................. .:.......................... .................. .......................
<br />.............. ................... 175
<br />Light Weight Pieces (ASTM C123)... ........... ........_...........,.............. ............... ......... ....................
<br />..,..,...,.............,....... ...........,.,........175
<br />Liquid Limit (Cal 204, ASTM D431 8) .......... ...... .......... ..... :.............................,:......
<br />..............
<br />„... ......58
<br />Los Angeles Abrasion — larger than 1 1a" (Cal 211, ASTM C535) , ........ ............ ................
<br />............... .-.............. .........—.237
<br />Los Angeles Abrasion —1 112" and smaller (Cal 211. ASTM C131) ................ ... ...........
<br />......, ...........,. , , , ,,,,,,,,,,.224
<br />Maximum Density Check Point (ASTM D698/D1557).....-..................... .................. ____ ........ .....................
<br />........... ................. .._......88
<br />Maximum Density/Optimum Moisture - 4" (ASTM D1557) .... . .....:.. ...... ...,.....
<br />.................... <...:..... 200
<br />Maximum Density/Optimum Moisture - 4" (ASTM D698) ......, ............... .............
<br />.... _ ,.......... .......,..,..._..200
<br />Maximum Density/Optimum Moisture . 6" (ASTM D1557) ...... ........ ... ............... .............
<br />,............... .......... ,...... ........ ..220
<br />Maximum Density/Optimum Moisture . 6" (ASTM D698) ...... ......... ... ,..... .............
<br />,,, ...... ..,..................... ,,.,,..,........200
<br />Minimum Density{ASTM D1556) _: ... ....... .. ........... .:,.... ., 1.. ........ . ..........................
<br />. .. _. .....:... -
<br />Moisture Content (Cal 226, ASTM C566,.ASTM D2216)....................................................................................................................35
<br />Natural Density —Chunk Sample (ASTM 02937) ..... I .... .. _ . , .,, ..:..,, ............. ...... .... .............
<br />......., .. ........,:.._.....41
<br />Natural Moisture/Density Ring or Core Sample (ASTM D2937)............ ............. ....... ...........,.,....,.,........,.,........,.,...........,....,..............
<br />35
<br />Organic Impurities (Cal 213, ASTM C40) ...................... :........... . .......... ...:...::. .....:.:.
<br />, .... ::... - , .,...,...........90
<br />Organic Matter (ASTM D2974) ,,,.............. ,............... .... ......... ............. ____ ........... ..........
<br />.............. ...75
<br />Percent Finer than #200 (ASTM C117, ASTM D1140) .................. ............. ......,........
<br />... :.—I ....... .......... ,,............ 70
<br />Permeability Remold Sample includes Maximum Density (ASTM D2434)........................................................................................400
<br />Permeability Remold Sample includes Maximum Density (ASTM D5084) ..... ,,.... .. ......................
<br />.......... .... ___ .... ,560
<br />Permeability Undisturbed Sample (ASTM D5084) ............ .. ...... ,............ ..... ...........
<br />......... .................................... 360
<br />Petrographic Analysis (Cal.215, ASTM C295) ,. ........_ ....... ........ ..... ...................
<br />,.......... ........,.,... Quote
<br />pH & Resistivity (Cal 643, ASTM G51) .... .: .... : . . . :. ...... ... ..... ................. ,,,.,
<br />........................... ,...................126
<br />Plastic Limit (Cal 204, ASTM D4318)........... ....... ...... ........ ..... .................................... ........ ..
<br />.... ........... ........................ .. ..........69
<br />Plasticity Index. (Cal 204, ASTM.4318) ........... .......... ...... .. .............:. ....:
<br />..............:. ., 127
<br />Potential Reactivity (ASTM C289) . ................ ...... ...................... ..
<br />............ ...... ......... ...........220
<br />Residual Shear (ASTM R6467) ,............. ................................. , ;... .... ...... .. -.. .,
<br />............... ..442
<br />Rock Correction (ASTM D4718)..... .......... ............. .......... ..... .............. .
<br />............ . ...... ,.,......_ ...26
<br />R-Value (Cal 301, ASTMb2844) ..... .. .........: :......:.. ...... _ , ....... -
<br />,..276
<br />Sand Equivalent (Cal 217, ASTM D2419) .,,,............... .......... ................ ........
<br />...... ......................, ,... „88
<br />Sieve Analysis (Cal 202, ASTM C136, ASTM 0422).:..........._....................... ___ ...... _...... .................
<br />___ .... ,...... ,.................. ........ 90
<br />Sieve Analysis Pit Sample (Cal 202,. ASTM C136)....... ......... ..... ........ ............... —... ......... ..............................................................128
<br />Sieve Analysis with Hydrometer (Cal 203, ASTM D422) ................. ........ ,,....... ........
<br />:...,>.:... ........ ....... ....... 200
<br />Soil Cement Compression Strength. (Cal 312, ASTM D1633) .... _............ . ................. .
<br />........ ,....... .,.............. ........ ....... 50
<br />Soil Cement Cylinder Fabrication (Cal 312, ASTM D1632) ... ....... ,........ - .,.....
<br />,.
<br />. .:. ..........: .,. ......,.,.,...., 100
<br />.. ......... , .............
<br />Soluble Chlorides (Cal 422) ........... ...................... . .............................................
<br />........ .................. ...,,...........62
<br />Soluble Sulfate (Cal 417) ,,. ,.... .. .......................:. . ,....:................. ..... .:
<br />.............. ,.:,:.............. ... ............62
<br />Soundness 5 Cycles/Size (Cal214, ASTM C88) .................. ....... ., .......
<br />....,.. . . ................120
<br />Specific Gravity Coarse Aggregate (Cal 206, ASTM C127) ....... ..... :......... ____ .... ........ ;. -.....
<br />,....... :............... -........... ...,....... ..... 69
<br />Specific Gravity Fine Aggregate (Cal 207,. ASTM C128) ............................................... ..... .........................
<br />...... ....................74
<br />Tilaxial Shear Consolidated-Undrained (ASTM D4767)... ................................... ,... .... .......... ,.....
<br />,... .... ......... ............ ...,,,............. .... 330
<br />Trlaxlal Shear Unconsolidated-Undrained (ASTM D2850)........ ................................ ........ ...........................
<br />.....,................... ..... ..,,.,150
<br />Triaxlal Staged Consolidated-Undrained (ASTM D4767) ...... ............... ..... ... .....
<br />....:. ........,.. - ........... ,...... .A20
<br />Triaxial Staged Unconsolidated-Undrained (ASTM D2850)......... .............. ..................... ___ .....
<br />.... ..,,,........... ....,............ ................ 210
<br />Unconfined Compression (ASTM D2.166) ........ .... —.. ................................. .... ..............
<br />. .
<br />Unit Weight Aggregate (Cal 212, ASTM C29) .. .,.............. ................. ...................
<br />......... . ,.................80
<br />Asphalt Concrete
<br />Asphalt Conformance Testing Full (Inc. % Bitumen, SA Extracted, (2) Hveem,. Maximum Theoretical, (2) Stabilometer Value) —$833
<br />Asphalt Conformance Testing Modified (Inc. % Bitumen, SA Extracted, (2) Hveem)............................:...........:.............................465
<br />Asphalt Core Specific Gravity (Cal 308, ASTM D2726)...................................................................................._..............................,....68
<br />Asphalt Core Specific Gravity Waxed (Cal 308, ASTM D1188)_................................................:..,....._........._,,.............._...............74
<br />EmulsionContent (CTM 382)............ ___ ....... .................. .................. ,.... ............... ,.... ................. ............. ......... ......... ___ .............. 178
<br />FilmStripping (Cal 302)_..............._........,......................,.............—.._..............,............................,,.................................,............-178
<br />Gyratory Compacted Plug (AASHTO T312)........... ............................ ........ ,,,............... ,........................ -..... ....... ............................ 133
<br />Hamburg Wheel -Plant Produced HMA (AASHTO T324/Cal-Trans Section 39)...... ............................................................... ..........900
<br />Hveem —Maximum Bulk Speoifc Gravity (Cal 308) ........ ..... ...........................................................................................................133
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