Jansen Inc 6/10/2019 - Laserfiche WebLink

I 1 Repair areas shall be re-profiled to ensure they no longer require corrective Work. With 2 concurrence of the Engineer, a 10-foot straight edge may be used in place of the inertial 3 profiler. 4 . 5 If correction of the roadway as listed above either will not or does not produce satisfactory 6 results as to smoothness or serviceability the Engineer may accept the completed 7 pavement and a credit will be calculated in accordance with Section 5-01.5. Under these 8 circumstances, the decision whether to accept the completed pavement or to require 9 corrective work as described above shall be vested entirely in the Engineer. I10 11 5-01.5 Payment 12 This section is supplemented with the following: I13 14 "Grinding Smoothness Compliance Adjustment", by calculation. 15 Grinding Smoothness Compliance Adjustments will be based on the requirements in I 16 Section 5-01.3(10) and the following calculations: III 17 18 A smoothness compliance adjustment will be calculated in the sum of minus $100 for I19 each and every section of single traffic lane 0.01 mile in length and $1,000 for each 20 and every section of single traffic lane 0.10 mile in length that does not meet the 21 requirements in Section 5-01.3(10) after corrective Work. 22 I23 Section 5-04, Hot Mix Asphalt 24 January 7, 2019 I25 5-04.1 Description 26 The last sentence of the first paragraph is revised to read: 27 28 The manufacture of HMA may include additives or processes that reduce the optimum I29 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with 30 these Specifications. 31 I32 5-04.2 Materials 33 The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". 34 I35 5-04.2(1) How to Get an HMA Mix Design on the QPL 36 The last bullet in the first paragraph is revised to read: 37 I38 • Do not include HMA additives that reduce the optimum mixing temperature or serve as 39 a compaction aid when developing a mix design or submitting a mix design for QPL 40 evaluation. The use of HMA additives is not part of the process for obtaining approval I41 for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 42 43 In the table, "WSDOT Standard Practice QC-8" is revised to read "WSDOT Standard Practice 44 QC-8 located in the WSDOT Materials Manual M 46-01". I45 46 5-04.2(1)C Mix Design Resubmittal for QPL Approval 47 Item number 3 of the first paragraph is revised to read: I48 49 3. Changes in modifiers used in the asphalt binder. 50 City of Everett Page AM-17 Amendments Everett Downtown Streetscape Improvement March 22, 2019