Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 1 Structural shoring and cofferdams shall be designed for conditions stated in this Section 2 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for 3 Highway Bridges Seventeenth Edition—2002 for allowable stress design, or the AASHTO 4 LRFD Bridge Design Specifications for load and resistance factor design. 5 6 3-01.AP3 7 Section 3-01, Production from Quarry and Pit Sites 8 April 2, 2018 9 3-01.1 Description 10 The first paragraph is revised to read: 11 12 This Work shall consist of manufacturing and producing crushed and screened 13 aggregates including pit run aggregates of the kind, quality, and grading specified for use 14 in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance rock, 15 ballast, gravel base, gravel backfill. gravel borrow, riprap, and bituminous surface 16 treatments of all descriptions. 17 18 4-04.AP4 19 Section 4-04, Ballast and Crushed Surfacing 20 April 2, 2018 21 4-04.3(5) Shaping and Compaction 22 This section is supplemented with the following new paragraph: 23 24 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 25 request to use a test point evaluation for compaction acceptance testing in lieu of 26 compacting to 95% of the standard density as determined by the requirements of Section 27 2-03.3(14)D. The test point evaluation shall be performed in accordance with SOP 738. 28 29 5-01.AP5 30 Section 5-01, Cement Concrete Pavement Rehabilitation 31 January 7, 2019 32 5-01.2 Materials 33 The reference for Concrete Patching Material is revised to read: 34 35 Concrete Patching Material, Grout, and Mortar 9-20.1 36 37 5-01.3(1)A1 Concrete Patching Materials 38 In this section. each reference to "9-20" is revised to read "9-20.1". 39 40 5-01.3(4) Replace Cement Concrete Panel 41 This section's content is deleted and replaced with the following new subsections: 42 43 5-01.3(4)A General 44 45 Curing, cold weather work, concrete pavement construction in adjacent lines, and protection of pavement shall meet the requirements of Section 5-05.3(13) through Section 46 5-05.3(15). The Contractor, at no cost to the Contracting Agency, shall repair any damage ' 47 to existing pavement caused by the Contractor's operations. 48 CITY OF EVERETT AMENDMENTS PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-13