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1 <br /> 1 5-04.4 Measurement <br /> 2 The following new paragraph is inserted after the third paragraph: <br /> 3 <br /> 4 Crack Sealing-LF will be measured by the linear foot along the line of the crack. 1115 <br /> 6 5-04.5 Payment <br /> 7 The Bid item "Crack Sealing" is revised to read "Crack Sealing-FA". <br /> 8 <br /> 9 The following is inserted after the paragraph following the Bid item "Crack Sealing-FA", by force <br /> 10 account (after the preceding Amendment is applied): <br /> 11 <br /> 12 "Crack Sealing-LF", per linear foot. <br /> 13 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all <br /> 14 costs incurred to perform the Work described in Section 5-04.3(5)C. <br /> 15 <br /> 16 Section 6-02, Concrete Structures <br /> 17 January 4, 2016 ' <br /> 18 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D <br /> 19 The following new sentence is inserted after the second sentence of the last paragraph: <br /> 20 <br /> 21 Mix designs using shrinkage reducing admixture shall state the specific quantity required. <br /> 22 <br /> 23 The following new sentence is inserted before the last sentence of the last paragraph: <br /> 24 <br /> 25 Testing samples of mixes using shrinkage reducing admixture shall use the admixture ' <br /> 26 amount specified in the mix design submittal. <br /> 27 <br /> 28 6-02.3(26)D2 Test Block Dimensions <br /> 29 The first sentence is revised to read: <br /> 30 <br /> 31 The dimensions of the test block perpendicular to the tendon in each direction shall be the <br /> 32 smaller of twice the minimum edge distance or the minimum spacing specified by the <br /> 33 special anchorage device manufacturer, with the stipulation that the concrete cover over <br /> 34 any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for <br /> 35 the project-specific application and circumstances. <br /> 36 <br /> 37 Section 6-14, Geosynthetic Retaining Wails <br /> 38 January 4, 2016 I <br /> 39 6-14.5 Payment <br /> 40 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid item <br /> 41 are revised to read: <br /> 42 <br /> 43 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. <br /> 44 <br /> 45 All costs in connection with constructing the concrete fascia panels as specified shall be <br /> 46 included in the unit Contract price per square foot for "Concrete Fascia Panel For <br /> 47 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, polyethylene <br /> 48 bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and <br /> 49 pigmented sealer (when specified), constructing and placing the concrete footing, edge <br /> 50 beam, anchor beam, anchor rod assembly, and backfill. I <br /> RIVERFRONT DEVELOPMENT NORTH WETLAND COMPLEX 4 <br />