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RES 89309
City of Pleasanton
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CITY CLERK
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RESOLUTIONS
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1980-1989
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1989
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RES 89309
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Last modified
5/14/2012 11:52:37 AM
Creation date
11/24/1999 12:41:10 AM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
7/18/1989
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.LABORATOR Y ESTING <br /> (Continued) <br /> <br />V1. Masonry - (Continued) <br /> <br /> Grouted ~asoary~ f', Detersiaatio~s~ U.B.C, ~ Per Se~ of 5 <br /> Coaposice Units (Fietd Preparation aad CroucL~S Noc zncluded) ......... 325,00 <br /> Lineal ShrinkaSe, Nasonr7 Units~ rifle 21, Per Specimen .................... ~2.00 <br /> Tensile ~est - Hasoar,/Unic~ Per Specimen .................................. 95.00 <br /> BRICK <br /> Gapresston ~esc, ~rtck AS3~ C-67 .......................................... -$ 25.00 <br /> Modulus o~ RuF~u~e, ASDt C-67 .............................................. 35.00 <br /> AbsorpCio~ ~esC and Coe~icienC, ~ C-67 ................................. ~,0.00 <br /> Shear Test on Pasonry Cores ................................................ 50.00 <br /> <br /> GROUT AND MORTAR <br /> Ccapressio~ Test ............................................................ $ 17.00 <br /> <br />VII. Asphalt and Pavement <br /> BITUMINOUS MATERIALS, ASPHALT, ROAD 01L <br /> CencT~fuge Kerosene gqutvaZeaC ............................................. S 62.00 <br /> ~c Factor ............................................................. 62.00 <br /> I~ and b Factors Calculations ........................................ 55.00 <br /> <br /> Excracctoa~ Bitumen Percentale, aSD! Neehod 2172 ........................... ' 80.00 <br /> · <br /> <br /> California rest Neehod 310 ............................................ ~20.00 <br /> Hoiscu~e Coat:eat: ........................................................... 50.00 <br /> Gradation of gxCr/cced Sample .............................................. 50.00 <br /> DisCillaCion, ASDi D-402 ................................................... 275.~O <br /> FLIa SCripping ............................................................. 60.00 <br /> Rtsidue~ by Distillation, Percent, Ab'DI D-24~ ............... . .............. 275.00 <br /> <br /> by Evaporation, Percent, AS~H D-2~k ................................... ~0.00 <br /> Flash Point ............. .... ....... ... ..................................... 75.00 <br /> <br /> Penetration at 77"F~ Ab'Dt D-5 .............................................. 75.00 <br /> <br /> Svell Test ou Combined ASSreBate, AASKrO T-iOL ............................. 80.00 <br /> Specific Gravity of Compacted Sample & Cotes ............................... 27. 50 <br /> Asphalt Ktx DesLilt ......................................................... Quotation <br /> S~abilmter Value~ California I~hod 30~, <br /> Per SpecLmen (Pre-uixed Sample) ....................................... 70.00 <br /> Per Specimen (Lib-mixed Simple) .................... , .................. L~5.O0 <br /> <br /> ~ois~ure Vapor SuscepCibili~7, CaliforRia Her~od 307, <br /> Per Specimen (Pr~-sixed Sasple) ....................................... 85.00 <br /> Per Specimen (Labmixed Sma~le) ....................................... <br /> Surface Abrasioa of Compacted Bl~usinous HixCures, California Method 360-A, <br /> Per Set of 3 (Pre-mixed Samples) ...................................... 310.00 <br /> Per See of 3 (Lab-mixed SampEes) ...................................... ~25.00 <br /> , <br /> <br /> 10 <br /> <br /> <br />
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