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Item 14 - Agreements for On-Call Water Resources Engineering Services
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Item 14 - Agreements for On-Call Water Resources Engineering Services
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2/12/2025 3:39:41 PM
Creation date
2/12/2025 10:46:52 AM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
14
Date
2/18/2025
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<br />2023 KLEINFELDER FEE SCHEDULE FOR <br />GEOTECHNICAL and MATERIALS LABORATORY TESTING SERVICES <br /> <br />†Common ASTM, AASHTO and DOT test methods. <br />• Those beginning with A, B, C, D, E, F, or G are ASTM methods. <br />• Those beginning with T are AASHTO methods. <br /> <br />Page 5 of 8 <br /> <br /> Revised 1/2023 <br /> <br /> <br />ROCK TESTS <br /> <br />Test Standard Test Method† Fee <br />Rock Sample Preparation D4543 $ 120 each <br />Rock Direct Shear, 1 Point D5607 $ 350 each <br />Rock Mohs Hardness IRSM $ 55 each <br />Rock Point Load Index, per Point* D5731 $ 65 each <br />Rock Slake Durability D4644 $ 240 each <br />Rock Splitting Tensile/Brazilian, per Point* D3967 $ 120 each <br />Rock Direct Tensile D2936 $ 250 each <br />Rock Triaxial Compression D7012-A $ 420 each <br />Rock Triaxial Compression w/Modulus of Rupture D7012-B $ 560 each <br />Rock Unconfined Compression D7012-C $ 300 each <br />Rock Unconfined Compression w/Modulus of Rupture D7012-D $ 500 each <br />Above testing fees include routine sample preparation (end grinding) and sample photographs <br />*Point load and splitting tensile test fees are per break, not per set of 10. <br /> <br /> <br />EMULSION TESTS <br /> <br /> <br />EMULSION TESTS <br />Test Standard Test Method† Fee <br />Emulsion Settlement D6930, T59 $ 280 each <br />Emulsion Sieve Test D6933, T59 $ 125 each <br />Emulsion Storage Stability D6930, T59 $ 220 each <br />Emulsion Torsional Recovery CT332 $ 190 each <br />Particle Charge D7402, T59 $ 125 each <br />Residue by Evaporation D6934, T59 $ 140 each <br />Saybolt Viscosity D7946, T59 $ 190 each <br />Slurry Seal Wet Track Abrasion D3910, ISSA TB100 $ 420 each <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
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