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HomeMy WebLinkAboutResolution No. 1119RESOLUTION NO. 1119 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF AZUSA RATIFYING PAYMENT OF CL�.IMS ON 30NDS AND COUPONS PAID BY CITY TREASURER. The City Council of the City of Azusa do resolve as follows: WHEREAS the following street improvement bonds and coupons have been paid by the City Treasurer from the General Fund without having been first passed upon by the City Council to -wit: Angeleno Avenue - Street Improvement Bonds and Coupons - - - - -'p$80.70 Angeleno Avenue - Street Improvement Bond and Coupons - - - - - -44.40 Angeleno Avenue - Street Improvement Bond and Coupons - - - - - -x^,;84.71 Ninth Street - Street Improvement Bond and Coupons - - - -- - 137.13 and, WPTEREAS the City is obligated for said coupons and bonds, NOW, THEREFORE, BE IT xIESOLVED that the above and foregoing claims are hereby approved and the pay- ment thereof ratified. I hereby certify that the foregoing resolution was duly adopted at a regular meeting of the Oity Council on September 4, 1928, by the following vote of the Council: AYES : Councilmen: Demmitt, Stone, Smith, Dilley, Howard. NOES: None. ABSENT: None. —Ci y�'le�f the eUity of hzusa. Approved this 4th day of September, 1928. Mayor of the City of Azusa. Q X79_ �L•,l�"�0"����9 A-.,, -4,4 �4 �� 4��ezle AIL r� �vm � 7 �7 /� . 2z Sew d44, E..�,t,{,�L 1 TRILLS ME ZNT: All cement used shall o, Portland cement and conform to -he following requirements and be subject '-o the following tests, ,11.ibh will be open to the Contractor and will be made by the methods ar.d under the conditions presciibed ?:y :.he committee on Cement Tests of the American Society of Civil En.g-nears. (A) FINE ESS. The cemeu�:. r:., ;:; , _., ound- and when tested -lith following standard sic es, :Test pans at least the following _)ercentage by weight., Ho. 100 sieve, ha'* r �GJ --: hc,a per _lineal inch - 92 0 No. 200 sieve, .,ashes tier lir..eal inch - 75;q (D) TII:,E SETTING: It slier -ev-, Iep initial set in not less than +i:irty most develop .h..ard set in not less than one 'i) hour icor more than tea (1C) hours, ,;hen tested with a Vicat °.eedle . (C) TEI?SI=. STRENGTH: Neat briquettes one (1) inch square it section shall amin a m nirium tensile strength as follows: At 24,':hours ir_moist air - - - - - - - - - - - - - 175 lbs. At 7 days (1 day in moist air, 6 days in water) I- - - - 500 lbs. At 28 days ( 1 day in moist air, 27 days in :rater) - - - - - - 600 lbs. Briquettes one (1) inch sgdaxe in section, made of one (1) part cement to three (3) parts standard_ testing sand, shall attain a min- inum tensile strength as follows: — At 7 days (1 day in moist air, 6 days in water) 175 lbs. At 28 days (1 day in moist air, 27 days in water) 250 lbs. (D) SOUZDNESS: Pats of neat cement about three (3) inches in diameter, one-half (z) inch thio: at the center and ta-pering to a thin edge, will be kept in moist air for a period of twenty-four (24) hours. A pat will then be kept n air at normal tem_Derature and observed_ at interials for at least twenty-eight (28) days. Another pat will, after having been dept twenty-four .(.24) hours in moist air, be placed in water at normal temperature. The water shall then be heated to boiling temperature and maintained there for three (3) hours. These pats, to satisfactory psss _,_c Samples of theeceraenttpro-aosed to be used upon any piece of the work wj.l1 be furnished to the City Engineer, for test, and any cement, the samples of which do not come up to the required standard, shall be immediately removed from the work. SAND: All sand must be clean, sharp and free from oil or organic matter and must not contain more than five (5) percent by weight of clay, mica, or silt. STONE SCREENING: Store screenings shall be such as are obtained in the crushing of clean, hard aiad durable stone, and shall be that portion which has passed through a quarter O inch mesh screen. GRAVEL: Gravel shall be clean, hard, durable material and shall be of size ranggrt4, from a quarter (_) inch minimum to a size of four (4) inches maxiinii'm. Not less than thirty (30) percent of its volume shall be material which will pass a three-quarter (4) inch screen. BROKEN STONE: Bro:c> stone shall be the run of the crusher, except, however, that not more than five (5) percent of its volume shall be material which will pass through a quarter (4) inch mesh screen and not less than thirty (30) percent of its tolume shall be material which will pass a three-quarter (!)__inch screen. It shall be clean, hard, paid durable in quality nd shall range in size from the minimum noted above up to that which will pass a three (3) inch screen.