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<br />Fee Schedule 8-2005;6'11 <br /> <br />I <br /> <br />I <br /> <br />2.3. <br />2.4. <br />2.5. <br />2.6. <br />2.7_ <br />2.8. <br />2.9. <br />2.10. <br />2.11. <br />2.12. <br />2.13. <br />2.14. <br />2.15. <br />2.16. <br />2.17. <br />2.19. <br /> <br />2.19. <br />2.20. <br />2.21. <br />2.22 <br /> <br />Free swell test............................................................................................ $ <br /> <br />Pressure swell test ................... ...................................... ........ .................... $ <br />Uniaxial pressure-strain test....................... ................ ................................ $ <br />Sieve analysis (No.4, 40, and 200 sieves).................................................$ <br />Percent material passing a single sieve...............................................,...... $ <br />Minus No. 200 sieve. ....... ........... ............... ......... ........................................ $ <br /> <br />Hydrometer analysis......................................... .......................................... $ <br /> <br />Unit dry weight determination and natural water content ............................ $ <br />Unconfined compression test, soil.......... ...... .................................. ............ $ <br />Unconfined compression test, rock............ ........... ..................... ................. $ <br />Unconsolidated-undrained triaxial compression test..... ......... ..................... $ <br />Standard Proctor (ASTM 0-698) compaction test..............--......................$ <br />Modified Proctor (ASTM 0-1577) compaction test.....................................$ <br />TxOOT (TEX-113-E) compaction test......................................................... $ <br />California Bearing Ratio (CBR)................. .........m ........ ....... ,................. ..... $ <br />Consolidation test, 7 -load increments.................... ........ ............ ................. $ <br />Additional load increments ..........................................;................ ...... ........ $ <br />Permeability of silt or clay........................................................................... $ <br /> <br />Specific gravity..... ....... ........... ...... .......--... ..... ................... .......................... $ <br /> <br />Volumetric shrinkage..... ........................ ..... ............................................... $ <br />Chemical and analytical testing by outside laboratory .................................. <br /> <br />3. Engineering and Technical Personnel <br /> <br />3.1. <br />3.2. <br />3.3. <br />3.4 <br />3.5 <br />3.6 <br />3.7. <br />3.8. <br />3.9. <br /> <br />'J 1 ri <br />u. I U. <br /> <br />Senior ConsultantfProject Principal....................... ,.................... ......-......... $ <br />Senior Project Manager.... ............................. ...................... .................. ..... $ <br /> <br />Project Manager...... ................................ .......... ..... ........ ............................ $ <br /> <br />Project Engineer......................................................................................... $ <br />Project Geologist... ......... ......................... ...--......... ..... ........................ ........ $ <br />Laboratory Manager....... ......... ......................... ........ ...... ........ ......... ........... $ <br /> <br />Graduate Engineer.... .................................................................. P' --......... $ <br /> <br />Senior Engineering Technician............. ...................................................... $ <br />Technician and Draftsperson... .......................... ............ ......... .................... $ <br /> <br />Word Processor....... .................... ....................... ........................................ S <br /> <br />Report Reproduction and Miscellaneous <br />4.1. Xerox reproduction .........................-........................................................... $ <br />4.2. Binding with plastic ring covers................................................................... $ <br />4.3. Outside services. printing, reproduction, etc. ................................................ <br />4.4. Computer assistance..... ................................ ............ ..................... .............. <br /> <br />4.5. Transportation ................................ ........... ........... ..................... ........... ...... $ <br /> <br />4. <br /> <br />I Rates, :or other tests and services quoted on request. <br /> <br /> <br />-~ <br /> <br /> <br />B5.DD/each <br />125.0Dleach <br />50. DO/each <br />45.0D/each <br />25.0D/each <br />30.DD/each <br />150.00/each <br />B.OO/each <br />30.DO/each <br />35.DD/each <br />40.DD/each <br />175.DD/each <br />185.0D/each <br />175.DD/each <br />2DO.DO/each <br />250.0D/each <br />35.DO/each <br />250.0D/each <br />35.00/each <br />35.0D/each <br />Cost + 15% <br /> <br />150.0D/hour <br />150. DO/hour <br />110.00/hour <br />95.00/hour <br />85.DO/hour <br />85.00/hour <br />75.00/hour <br />55.00/hour <br />50.DO/hour <br /> <br />45.00/hQU~ <br /> <br />O.20/copy <br />S.OO/copy <br />Cost + 15% <br />Cost + 15010 <br />G.451mije <br />