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CS T9 INC. SCHEDULE OF FEES FOR PROFESSIONAL SERVICES CONT.
<br />Asphalt Concrete - Continued
<br />Hveem & Stabilometer Value (Cal 366)............................... ,............. ................ ,............................ ....... ...... .......
<br />..,.......... $168
<br />Ignition Oven Correction Factor (AASHTO T308) ............ ....... ..... .......... .. .. ..... .....-
<br />................500
<br />Marshal Density, Stability & Flow (ASTM D6927) per plug .... ........ ...... ......... .......... .........................................
<br />.............168
<br />Marshal Density (ASTM D6926) per plug ...................................... ............... :.......... .................. ..............:....................133
<br />Moisture Content of Asphalt Mixtures Using Microwave (Cal 370) ............. .......... .......... ........... ...........
<br />....... ............ -60
<br />Moisture Vapor Susceptibility (Cal 307) .................. ..., ................... ....... .................... ............ ........,
<br />...............
<br />Optimum Bitumen Content (Cal 367) ............ .... ........ ........................................ ................................... ,..............
<br />.......... -3,100
<br />Percent Bitumen Asphaltic Concrete (Cal 382, ASTM D6307) ......... .. ....:..: ........___ ........ .... .............................
<br />183
<br />Residue by Evaporation (Cal 331) . ....... ......... ,........ ...._.. ... . .....
<br />... ...... ........178
<br />Rice - Maximum Theoretical Specific Gravity AC (Cal 309, ASTM D2041) ......... ........,............... .................
<br />........ 133
<br />Sieve Analysis —Extracted Aggregate (Cal 382, ASTM D5444) ...................................... .,....................... ,
<br />........ .........89
<br />Stability and Flow (ASTM D1559) . ....... ........ ........... ..... ... ... :.. .. .... .:.... .... .. ....... ......... .......... .......................
<br />147
<br />Stabilometer Value (Cal 366) ............... ...> ......... __.......... ..:..................... ,,.,....... ._.............................
<br />................147
<br />Superpave Aggregate Qualities (Standard Cal -Trans Section 39 Requirements)......... .....,..: ......,.....
<br />........ :....,.1,050
<br />Superpave Mix Design -No RAP testing or Aggregate Qualities (AASHTO R36/Cal-Trans Section 39)...... .............
<br />....... ........6,700
<br />Superpave RAP Testing -Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39)........... ...................
<br />..............5,700
<br />Suporpave RAP Testing -Not Fractionated (ASTM D2172/AASHTO T308/Cal-Trans Section 39).... .........
<br />...-.2,860
<br />Swell Asphalt Concrete (Cal 305, ASTM D1561) . ............. .... . .......... . . ...._....,,., .... ,
<br />..................147
<br />Tensile Strength Ratio -Plant Produced HMA (AASHTO T283) ......,... ......... ..... ........................... :. ....:..
<br />, ........:900
<br />Wet Track Abrasion (ASTM D3910) ... I ............ .. ...... ............. .......... ........,
<br />285
<br />Concrete
<br />2X2Cube Compression .. ..................... ................................. ..... ..... . ...............
<br />....... ....,................ ......._ ....................$27
<br />Concrete Core. Compression (ASTM C42) ....................... :........... ....:.:: .:
<br />..........., .........., ...................60
<br />Concrete Cylinder Compression (Cal 521, ASTM C39) ...................... .....................................
<br />................................ ...... 27
<br />Flex Beam Modulus of Rupture (Cal 523, ASTM C78) ....:...... ,...... .. . ,., ...... .
<br />:: ......: .............. ..:......... .,-_74
<br />Modulus of Elasticity (Cal 522, ASTM C469).................. ........,....,............ ....,......_............,...,..............._.,.........._.....,,.......,...,
<br />.... ,.... 261
<br />Shotcrete Mockup Panel (ASTM C1140)........................... ....... ............
<br />....... .......... 1,040
<br />Shotcrete Panel, 3 Cores —Compression (CBC) ......... .............................. . ..... ...
<br />......................... ........... .......... 290
<br />Shrinkage -Hardened Concrete (ASTM C157 - Modified) .,,........ .. ..,.:. ....................
<br />............. . ..........., .................371
<br />Split Tensile, Concrete. Cylinder (ASTM C496) .. ............................. ....... ..,,.......
<br />.......... ............ _.................74
<br />Time of Set (ASTM. C403) ......... ...... .... . .........................................................
<br />.................. .................... ...... _200
<br />200
<br />Trial Batch Beam (Cal 523, ASTM C192) .......... ......... ............................... .
<br />.......... ......69
<br />Trial Batch Concrete Cylinder (Ca 1521, ASTM C102) ............. ...... ..................... ..,.. _
<br />............. ............. ................. ....... 38
<br />Trial Batch. Fabrication (ASTM C192)............... :....... . .... ............ .. . .:.........
<br />....1...... .... ............ ....... ............... ....... 298
<br />Unit Weight, Hardened Concrete (ASTM C642) . ......... ....... ... ..........
<br />................................. ........ ........ ..... ..45
<br />Unit Weight, Lightweight Concrete (ASTM C567) .._ ...... ............................
<br />........... :........... .............. :......... 59
<br />Masonry
<br />Absorption Block (ASTM C140)..... ......... :... ____ ......... ...._..............................................................$38
<br />Compression Adobe ... .............. . .... ........, .......... ........
<br />...._...... , ........ .................52
<br />Compression Block, Standard (ASTM C140) ......... ....................... ___ . :... ..................
<br />.:.................. .................... .... .50
<br />Compression, Brick (ASTM C67) ........................................ .:......... .... ..... ..... .:........... .....
<br />....... ..... .................... ................ .................. 38
<br />EfflorescenceBlock ..... .................. .............. .................. .............. ...................
<br />.... ............. ,:...... ..............59
<br />Efflorescence. Brick (ASTM C67) ............ . ............. ....... ............ .. ......... ,........
<br />................... .................. ..........45
<br />Grout Prism Compression (ASTM C1019) ._..............:.......... _..... ..:....... ....
<br />..... , .. .................. ....... ,.27
<br />Masonry Core Compression (ASTM C42) ........................... ...., .. ,..........
<br />.,....:..._ .......................:...51
<br />Masonry Core Shear (CBC.2105AA) ................ ......:......... .......:............
<br />..:................. ............ ....................92
<br />Masonry Prism Compression (ASTM E447)....... ............... ............ ............ ......... .... ................
<br />.,,..,,.....,.......... ........... ........ ............... 149
<br />Mortar Bond Strength.— Pull Test (ASTM C482) ......... . ..._.......... ...... ........................
<br />........................................62
<br />MortarCylinder Compression....._........................................................................................................................._............................27
<br />MortarShear Strength (ANSI 118).............. ................ ................................ ....... ............. ........
<br />.................................... .................. ,..53
<br />RelativeMortar Strength (Cal 515)......... .................... .......... ..... .........................................
<br />_...... ........ ........................... .................. 850
<br />Shrinkage — Masonry Block (ASTM C426)......... ....... ......................... ............... ......... ......................................................................
<br />252
<br />TrialGrout Prisms (ASTM C942)...................................... .............. ..................... ..............
<br />..... ....... ................... .................. ............ ,... 38
<br />Water Retention and Air Content (ASTM C270)....................... ......... ............ ............... ___
<br />............... ......... .............. ........... ........... 468
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