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1 accordance with Section 6-02.3(27). Compressive strength testing shall be performed a <br /> 2 minimum of once per day and once for every 20 cubic yards of concrete that is placed. <br /> 3 <br /> 4 Concrete for items 1, 2, 4, 5, and 6 in Section 6-02.3(27)A that is not self-consolidating <br /> 5 concrete will be accepted as follows: <br /> 6 <br /> 7 1. Temperature within the allowable temperature band. <br /> 8 <br /> 9 2. Slump below the maximum allowed. <br /> 10 <br /> 11 3. Air content within the required range. <br /> 12 <br /> 13 SCC for items 1, 2, 4, 5, and 6 in Section 6-02.3(27)A will be accepted as follows: <br /> 14 <br /> 15 1. Temperature within the allowable temperature band. <br /> 16 <br /> 17 2. Slump flow within the target slump flow range. <br /> 18 <br /> 19 3. VSI less than or equal to 1 in accordance with ASTM C 1611, Appendix X1, <br /> 20 using Filling Procedure B. <br /> 21 <br /> 22 4. J ring passing ability less than or equal to 1.5-inches. I <br /> 23 <br /> 24 5. Air content within the required range. <br /> 25 <br /> 111 <br /> 26 SCC for concrete barrier will be accepted in accordance with temperature, air, and <br /> 27 compressive strength testing listed above. <br /> 28 <br /> 29 SCC for precast junction boxes, cable vaults, and pull boxes will be accepted in <br /> 30 accordance with the temperature and compressive strength testing listed above. <br /> 31 <br /> 32 SCC for precast drainage structure elements will be accepted in accordance with the <br /> 33 requirements of AASHTO M 199. <br /> 34 <br /> 35 6-02.3(28) Precast Concrete Panels <br /> 36 In the first paragraph, the third sentence is revised to read: <br /> 37 <br /> 38 WSDOT Certification will be granted at, and renewed during, the annual precast plant <br /> 39 review and approval process in accordance with WSDOT Materials Manual M 46-01.04 <br /> 40 Standard Practice QC 7. <br /> 41 <br /> 42 6-02.4 Measurement <br /> 43 The seventh paragraph (up until the colon) is revised to read: <br /> 44 <br /> 45 All reinforcing steel will be measured by the computed weight of all steel required by the <br /> 46 Plans. The weight of mechanical splices will be based on the weight specified in the <br /> 47 manufacturer's catalog cut for the specific item. Splices noted as optional in the Plans <br /> 48 but installed by the Contractor will be included in the measurement. Epoxy-coated bars <br /> 49 will be measured before coating. The Contractor shall furnish (without extra allowance): <br /> 50 <br /> 51 Item number 1 in the seventh paragraph is revised to read: <br /> 52 <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />