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j 1 CONSTRUCTION <br />TESTING SERVICES <br />nsmmo <br />aartcmmc <br />eecnceamo <br />SOILS, AGGREGATE, ASPHAL 11C CONCPErg SERVICES 5 7ESTS CodirNuea,.. <br />ASPHALTIC CONCRETE <br />Slandard <br />Stabiily lesis, prem bred per samples — <br />RatafEach <br />Hveem (2 specimens) <br />Calif. 368 <br />5365.00 <br />Marshall (3 specimens) <br />ASTM D•1550 <br />$575.00 <br />Marshall (1 specimen) <br />S75.00 <br />Swell (in conjunction with Hveern stabdomeler) <br />Calif. 305 <br />S190.00 <br />Moisture content, xylene raflux <br />ASTM D-2172 <br />S205.00 <br />Extraction, % asphalt - Method B <br />ASTM D-2172 <br />S220.00 <br />Extraction with Gradation <br />5350.00 <br />Asphalt Specific Gravity and Un! Weight <br />ASTM D1189 <br />$100.00 <br />Asphalt stripping <br />ASTM D-1664lCald. 302 $100.00 <br />Centrifuge kerosene equivalent, percent PI retained <br />Calif. 303 <br />$175,00 <br />Lab Test 14atdmum Density- LTMD <br />Callf. 375 <br />5360.00 <br />Marslha[IMeximum Oens+ty <br />Calif, 3064 <br />$285.00 <br />Rice Maximum Theorelcal Speecift Gravity <br />ASTM D•204licalif. 309 si95.0o <br />Unit weight compacted sample <br />Calif. 308 <br />$130,00 <br />Unit weight compacted =a <br />Calif. 308 <br />S130.DO <br />Thickness of asphalt concrete owes <br />S IDO. 00 <br />Complete asphalt design to given asphalt and aggregate by <br />one of the lollowing methods: <br />*dudes aggregate gradings) <br />QOR <br />1. Hveem TM CA 367 <br />2. Marshall. Asphalt Inst, MS -2 <br />MATERIALS MECHANICAL TESTS <br />03 to 08 Rebar Tensile Tests <br />ASTM A -61S <br />5125.00 <br />0910 a 1 1 Rebar Tensile Tests <br />ASTM A-615 <br />$150,00 <br />014 Rebar Tensile Tests <br />ASTM A•615 <br />OOR <br />S9 and Smaller Rebar Bend Tests <br />ASTM A-615 <br />11100.00 <br />Mechanical Couplers <br />OOR <br />High Strength Batt Test <br />Bolts- Proof Load 6 Ultimate Load <br />$150.00 <br />Hardness <br />$40,00 <br />Nuts: Proof Load <br />$150.00 <br />Hardness <br />S40.00 <br />Washers: Hardness <br />$100,00 <br />Fattener Set (I bolt, Inut 8 1 washer) <br />S 175.00 <br />Tensile 8 Elongation Test <br />5270.00 <br />CONTACT INFORMATION <br />Headquarters: 2174 Rheem Drive, Suite A • Pleasanton, CA 94588 - P 925.462.5151 - F 925.462.5183 <br />Peninsula: One Embareaderc Centex. Suite 535 • San Francisco, CA 94111 • P 415.438.2357 - F 415.334.4747 <br />Oakland: 246 30th Street - Oakland. CA 94601 • P 510.444.4747 • F 510.635.1825 <br />San Joss: 2033 Gateway Place, x500 San .fore, CA 95110 - P 406.573.6992 • F 408,437.1201 <br />Stockton: 343 East Main Street, 0711 • Stockton, CA 95202 • P 2D9,507.7555, F 209.507.7554 <br />Sacramento: 4770 Ducknom Drive - Sacramento, CA 95834 • P 916.419.4747 'F 916.419,4774 <br />Chico: 2260 Park Avenue, Suite B • Chico, CA 85926 • P 530.345.2355, F 530.666.64749 <br />Los Vegas: 3842 E. Post Road • Las Vegas, NV 89120 • P 702.257.4747 • F 7D2.257.4718 <br />.w/trs r.gfrna U-6 Vch-r. <br />Consulting Services Agreement between Project No. 08-593-52-239 <br />City of San Leandro and CTS, Inc.—Exhibit B Page 6 of 6 <br />