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I <br /> I 1 1 6-09.3 E Air Compressor <br /> ( ) p essor <br /> 2 This section is revised to read: <br /> I 3 <br /> 4 Air compressors shall be equipped with oil traps to eliminate oil from being blown onto the <br /> 5 bridge deck. <br /> I 6 <br /> 7 6-09.3(1)J Finishing Machine <br /> 8 This section is revised to read: <br /> 19 <br /> 10 The finishing machine shall meet the requirements of Section 6-02.3(10) and the following <br /> 11 requirements: <br /> 12 <br /> 13 The finishing machine shall be equipped with augers, followed by an oscillating, <br /> 14 vibrating screed, vibrating roller tamper, or a vibrating pan, followed by a rotating <br /> 15 cylindrical double drum screed. The vibrating screed, roller tamper or pan shall be of <br /> I 16 sufficient length and width to properly consolidate the mixture. The vibrating frequency <br /> 17 of the vibrating screed, roller tamper or pan shall be variable with positive control. <br /> 18 <br /> I 19 6-09.3(2) Submittals <br /> 20 Item number 1 and 2 are revised to read: <br /> 21 <br /> 22 1. A Type 1 Working Drawing consisting of catalog cuts and operating parameters of the <br /> I23 hydro-demolition machine selected by the Contractor for use in this project to scarify <br /> 24 concrete surfaces. <br /> 25 <br /> I 26 2. A Type 1 Working Drawing consisting of catalog cuts, operating parameters, axle <br /> 27 loads, and axle spacing of the rotary milling machine (if used to remove an upper layer <br /> 28 of existing concrete overlay when present). <br /> I 29 <br /> 30 The first sentence of item number 3 is revised to read: <br /> 31 <br /> 32 A Type 2 Working Drawing of the Runoff Water Disposal Plan. <br /> I 33 <br /> 34 6-09.3(5)A General <br /> 35 The first sentence of the fourth paragraph is revised to read: <br /> I 36 <br /> 37 All areas of the deck that are inaccessible to the selected scarifying machine shall be <br /> 38 scarified to remove the concrete surface matrix to a maximum nominal scarification depth <br /> I 39 shown in the Plans by a method acceptable to the Engineer. <br /> 40 <br /> 41 This section is supplemented with the following: <br /> 42 <br /> 43 Concrete process water generated by scarifying concrete surface and removing existing <br /> 44 concrete overlay operations shall be contained, collected, and disposed of in accordance <br /> 45 with Section 5-01.3(11) and Section 6-09.3(5)C, and the Section 6-09.3(2) Runoff Water <br /> I 46 Disposal Plan. <br /> 47 <br /> 48 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines <br /> I 49 This section's title is revised to read: <br /> 50 <br /> I City of Everett Page AM-61 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br /> I <br />