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1 1 <br /> 2 e. Water (W) -A measured signal velocity of nominally V = 4,800 to 5,000 <br /> 3 fps. 1 <br /> 4 <br /> 5 All QA test reports will provide a recommendation to accept the shaft as-is, <br /> 6 recommendation for further review by the Engineer, or will provide a plan for further <br /> 7 testing, investigation or repair to address any deficiencies identified by the testing. <br /> 8 <br /> 9 6-19.3(9)E Additional CSL Testing <br /> 10 This section, including title, is revised to read: <br /> 11 <br /> 12 6-19.3(9)E Vacant <br /> 13 <br /> 14 6-19.3(9)1 Requirements for CSL Access Tubes and Cored Holes After CSL <br /> 15 Testing <br /> 16 This section's title is revised to read: <br /> 17 <br /> 18 6-19.3(9)1 Requirements for Access Tubes and Cored Holes After CSL Testing <br /> 19 <br /> 20 6-19.4 Measurement <br /> 21 This section is revised to read: <br /> 22 <br /> 23 Constructing shafts will be measured by the linear foot. The linear foot measurement <br /> 24 will be calculated using the top of shaft elevation and the bottom of shaft elevation for <br /> 25 each shaft as shown in the Plans. <br /> 26 <br /> 27 Rock excavation for shaft, including haul, will be measured by the linear foot of shaft <br /> 28 excavated. The linear feet measurement will be computed using the top of the rock line, I <br /> 29 defined as the highest bedrock point within the shaft diameter, and the bottom elevation <br /> 30 shown in the Plans. <br /> 31 <br /> 32 QA shaft test will be measured once per shaft tested. <br /> 33 <br /> 34 6-19.5 Payment <br /> 35 This section is revised to read: <br /> 36 <br /> 37 Payment will be made for the following Bid items when they are included in the <br /> 38 Proposal: <br /> 39 <br /> 40 "Constructing Diam. Shaft", per linear foot. <br /> 41 The unit Contract price per linear foot for 'ConstructingDiam. Shaft" shall be full I <br /> 42 pay for performing the Work as specified, including: <br /> 43 <br /> 44 1. Soil excavation for shaft, including all costs in connection with furnishing, <br /> 45 mixing, placing, maintaining, containing, collecting, and disposing of all <br /> 46 mineral, synthetic and water slurry, and disposing of groundwater <br /> 47 collected by the excavated shaft. <br /> 48 <br /> 49 2. Furnishing and placing temporary shaft casing, including temporary casing <br /> 50 in addition to the required casing specified in the Special Provisions, and <br /> 51 including all costs in connection with completely removing the casing after <br /> 52 completing shaft construction. <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />