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1 The unit Contract price per linear foot for"Temporary Barrier" shall be full pay for all <br /> 2 costs, including furnishing, installing, connecting, anchoring, maintaining, temporary <br /> 3 storage, and final removal of the temporary barrier. <br /> 4 <br /> 5 6-14.AP6 <br /> 6 Section 6-14, Geosynthetic Retaining Walls I <br /> 7 January 4, 2016 <br /> 8 6-14.5 Payment I <br /> 9 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid <br /> 10 item are revised to read: <br /> 11 <br /> 12 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. <br /> 13 <br /> 14 All costs in connection with constructing the concrete fascia panels as specified shall be III <br /> 15 included in the unit Contract price per square foot for "Concrete Fascia Panel For <br /> 16 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, <br /> 17 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface 1 <br /> 18 finish, and pigmented sealer (when specified), constructing and placing the concrete <br /> 19 footing, edge beam, anchor beam, anchor rod assembly, and backfill. <br /> 20 <br /> 21 6-19.AP6 <br /> 22 Section 6-19, Shafts <br /> 23 August 1, 2016 <br /> 24 6-19.3 Construction Requirements <br /> 111 <br /> 25 This section is supplemented with the following new subsection: <br /> 26 <br /> 27 6-19.3(10) Engineer's Final Acceptance of Shafts <br /> 28 The Engineer will determine final acceptance of each shaft, based on the <br /> 29 nondestructive QA test results and analysis for the tested shafts, and will provide a <br /> 30 response to the Contractor within 3 working days after receiving the test results and <br /> 31 analysis submittal. <br /> 32 <br /> 33 6-19.3(1)B Nondestructive Testing of Shafts <br /> 34 This section's content is deleted and replaced with the following new subsections: <br /> 35 <br /> 36 6-19.3(1)B1 Nondestructive Quality Assurance (QA) Testing of Shafts <br /> 37 Unless otherwise specified in the Special Provisions, the Contractor shall perform I <br /> 38 nondestructive QA testing of shafts, except for those constructed completely in the dry. <br /> 39 Either crosshole sonic log (CSL) testing in accordance with ASTM D 6760 or thermal <br /> 40 integrity profiling (TIP) testing in accordance with ASTM D 7949 shall be used. <br /> 41 <br /> 42 6-19.3(1)62 Nondestructive Quality Verification (QV) Testing of Shafts <br /> 43 The Contracting Agency may perform QV nondestructive testing of shafts that have <br /> 44 been QA tested by the Contractor. The Contracting Agency may test up to ten percent <br /> 45 of the shafts. The Engineer will identify the shafts selected for QV testing and the <br /> 46 testing method the Contracting Agency will use. <br /> 47 <br /> 48 The Contractor shall accommodate the Contracting Agency's nondestructive testing. <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />