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Effective 3/I/01 -- ~"~l --
<br /> Northern
<br /> California
<br /> Area
<br />
<br /> Geoservices Cont'd.
<br /> Laboratory Tests
<br />Soils Cost
<br />Sieve Analysis, Fine or Coarse, ASTM C 136, each ........................................................................................................................................ 74.00
<br />ASTM C 117/D1140 Material Finer than 4/200 sieve, each .............................................................................................................................. 37.00
<br />Hydrometer Analysis, ASTM D 422, each ..................................................................................................................................................... 116.00
<br />Specific Gravity for Soils, ASTM D 854, each ............................................................................................................................................... 63.00
<br />Atterberg Limits, ASTM D 4318 ..................................................................................................................................................................... 105.00
<br />Moisture-Density relations of Soils, ASTM D 1557 ...................................................................................................................................... 147.00
<br />Consolidation Test, ASTM D 2435 ................................................................................................................................................................ 210.00
<br />Consolidation time/rate curves, each ................................................................................................................................................................. 32.00
<br />Unconfined Compression Test, ASTM D 2166 ................................................................................................................................................. 74.00
<br />Expansion Index, UBC-29-2, ASTM D 4829 ................................................................................................................................................ 116.00
<br />Direct Shear Test, ASTM D 3080
<br /> Unconsolidated, Undrained, 1 point ......................................................................................................................................................... 68.00
<br /> Consolidated, Undrained, 1 point ............................................................................................................................................................ 105.00
<br /> Consolidated, Drained, 1 point ............................................................................................................................................................... 131.00
<br />Permeability, constant head, ASTM D 2434 .................................................................................................................................................. 184.00
<br />Permeability, falling head, ASTM D 5084, Cai 220 ...................................................................................................................................... 236.00
<br />Index Tests not listed .................................................................................................................................................................................. By Quote
<br />Plate Bearing Test, ASTM D1195, each ..................................................................................................................................................... By Quote
<br />Unit weight, ASTM C29, each ........................................................................................................................................................................ 32.00
<br />Sulfate Content, each... By Quote ................................................................................................................................................................ By Quote
<br />Aggregate Base & Asphalt
<br />Absorption, Coarse. ASTM C 127, each ........................................................................................................................................................ 47.00
<br />Fine. ASTM C 128, each ........................................................................................................................................................................ 58.00
<br />Specific Gravity, bulk SSD, coarse, ASTM C 127, C 117, each ................................................................................................................... 58.00
<br />Fine, ASTM C 128, each ..................................................................................................................................................................... 79.00
<br />Cleanness Value, Califi 227. each .................................................................................................................................................................. 131.00
<br />Sand equivalent (average of 3) Calif. 217, ASTM D 2419, each .................................................................................................................... 84.00
<br />Durability factor, Calif. 229 - Coarse, each .................................................................................................................................................... 131.00
<br />Fine, each ......................................................................................................................................................................................... 131.00
<br />Sodium or Magnesium soundness, (5 cycles), ASTM C 88, each ................................................................................................................. 142.00
<br />Abrasion (Los Angeles Rattler), ASTM C 131/C535, each ........................................................................................................................... 116.00
<br />"R" (Resistance) Value, Calif. 301, ASTM D 2844, each ............................................................................................................................... 205.00
<br />"R" (Resistance) Value, lime treated or requiring recombining, each ........................................................................................................... 263.00
<br />CA. Bearing Ratio, ASTM D 1883, each ........................................................................................................................................................ 420.00
<br />Percent Flat/Elongated C 119, ASTM D 4791 ................................................................................................................................................. 105.00
<br />Asphaltic Concrete
<br />Stability Tests: Hveem, Pre-mixed - Calif. 304/366, each .................................................................................................................. 158.00
<br /> Hveem, Lab-mixed - Califi 304/366, each ................................................................................................................ 263.00
<br /> Marshall, Pre-mixed - ASTM D 1559, each .............................................................................................................. 158.00
<br /> Marshall. Lab-mixed - ASTM D 1559, each ............................................................................................................. 263.00
<br />Maximum Density: Hveem, Pre-mixed - Calif. 304/308, each .................................................................................................................. 184.00
<br /> Hveem, Lab-mixed - Calif. 304/308, each ................................................................................................................. 263.00
<br /> Marshall. Pre-mixed - ASTM D 1559, each ............................................................................................................. 131.00
<br /> Marshalk Lab-mixed - ASTM D 1559, each ............................................................................................................. 184.00
<br />Gradation on extracted sample (including wash) Calif. 202/ASTM D 5444, each .......................................................................................... 79.00
<br />Maximum Theoretical Specific Gravity ASTM 2041, each .............................................................................................................................. 79.00
<br />Complete Asphalt Concrete Mix Design (Hveem or Marshall), each ........................................................................................................ By Quote
<br />Extraction, % Asphalt, ASTM D 2172 (Method A/B) or Calif. 310. excluding ash correction, each ............................................................... 63.00
<br />Penetration ASTM D 5, each ......................................................................................................................................................................... 63.00
<br />Asphalt Core Density, each .............................................................................................................................................................................. 26.00
<br />Hveem Swell Test Cati£ 305 ........................................................................................................................................................................... 105.00
<br />Percent Air Void in Pa,,'ing Mixture ............................................................................................................................................................... 210.00
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<br /> 12
<br />
<br /> Geoservices Cont'd
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