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I <br /> 1 Mix designs using shrinkage reducing admixture shall state the specific quantity <br /> 2 required. <br /> 3 <br /> 4 The following new sentence is inserted before the last sentence of the last paragraph: <br /> 5 <br /> 6 Testing samples of mixes using shrinkage reducing admixture shall use the admixture <br /> 7 amount specified in the mix design submittal. <br /> 8 <br /> 9 6-02.3(26)D2 Test Block Dimensions <br /> 10 The first sentence is revised to read: <br /> 11 <br /> 12 The dimensions of the test block perpendicular to the tendon in each direction shall be <br /> 13 the smaller of twice the minimum edge distance or the minimum spacing specified by <br /> 14 the special anchorage device manufacturer, with the stipulation that the concrete cover <br /> 15 over any confining reinforcing steel or supplementary skin reinforcement shall be <br /> 16 appropriate for the project-specific application and circumstances. <br /> 17 <br /> 18 6-14.AP6 <br /> 19 Section 6-14, Geosynthetic Retaining Walls <br /> 20 January 4, 2016 <br /> 21 6-14.5 Payment <br /> 22 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid <br /> 23 item are revised to read: <br /> 24 <br /> 25 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. <br /> I 26 <br /> 27 All costs in connection with constructing the concrete fascia panels as specified shall be <br /> 28 included in the unit Contract price per square foot for"Concrete Fascia Panel For <br /> 29 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, <br /> 30 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface <br /> 31 finish, and pigmented sealer (when specified), constructing and placing the concrete <br /> 32 footing, edge beam, anchor beam, anchor rod assembly, and backfill. <br /> 33 <br /> 34 6-19.AP6 <br /> 35 Section 6-19, Shafts <br /> 36 January 4, 2016 <br /> 37 6-19.4 Measurement <br /> 38 The first paragraph is revised to read: <br /> 49 <br /> 40 Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft <br /> 41 excavated. The cubic yards will be computed using the shaft diameter, top of shaft <br /> 42 elevation and bottom of shaft elevation shown in the Plans, less all rock excavation <br /> 43 measured as specified for rock excavation. Excavation between the existing ground <br /> 44 line and the top of shaft elevation is considered incidental to soil excavation for shaft <br /> 45 and will not be measured. <br /> 46 <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 1/4/16 <br />