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TABLE 1705.3 <br />REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <br />11014 OWN I I 1 11 1 <br />i <br />1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING <br />ACI 318: CH 20, 25.2, 25.3, <br />YES <br />TENDONS, AND VERIFY PLACEMENT. <br />_ - <br />X <br />26.5.1-26.5.3 <br />1908.4 <br />2. REINFORCING BAR WELDING: <br />NO <br />A. VERIFY WELDABILITY OF REINFORCING BAPS OTHER <br />-- <br />X <br />-- <br />THAN ASTM A706: <br />AWS D1.4 <br />ACI 318: 26.5.4 <br />NO <br />B. INSPECT SINGLE -PASS FILET WELDS, MAXIMUM 5/16" <br />-- <br />X <br />NO <br />C. INSPECT OTHER, WELDS. <br />X <br />-- <br />-- <br />YES <br />3. INSPECT ANCHORS CAST IN CONCRETE. <br />-- <br />X <br />ACI 318: 17.8.2 <br />— <br />4. INSPECT ANCHORS POST -INSTALLED IN HARDENED <br />CONCRETE MEMBERS? <br />A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR <br />YES <br />UPWAP,D INCLINED ORIENTATIONS TO RESIST SUSTAINED <br />X <br />— <br />ACI 318: 17.8.2.4 <br />-- <br />TENSION LOADS. <br />NO <br />B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT <br />X <br />ACI 318: 17.8.2 <br />-- <br />DEFINED IN 4.A. <br />YES <br />5. VERIFYING USE OF REQUIRED DESIGN MIX <br />-- <br />X <br />ACI 318: CH. 19, 213A.3, 26.4.4 <br />1904.1, 1904.2, <br />19DO 2, 1908.3 <br />Q PRIOR TO CONCRETE PIACEMENT, FABRICATE SPECIMENS <br />ASTM C172 <br />YES <br />FOR STRENGTH TESTS, PERFORM SLUMP AND AIR <br />X <br />-- <br />AS C31 <br />1908JO <br />DEBATERS <br />CONTENT TESTS, AND DETERMINE THE TEMPERATURE Of <br />ACI 318: 26.4.5, 26.12 <br />THE CONCRETE. <br />YES <br />7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR <br />X <br />-- <br />ACI 318: 26AL5 <br />1908.6, 1908.7, <br />PROPER APPLICATION TECHNIQUES. <br />1908.8 <br />YES <br />S. VERIFY MAINTENANCE OF SPECIFIED DURING <br />-- <br />X <br />ACI 318: 26.4.7-26.4.9 <br />1908.9 <br />TF.MPr'RATURE AND TECHNIQUES <br />9. INSPECT PRESTRESSED CONCRETE FOR: <br />NO <br />A. APPLICATION OF PRESTRESSING FORCES <br />X <br />-- <br />ACI 318: 26.9.2.1 <br />NO <br />B. GROUTING OF BONDED PRESTRESSING TENDONS. <br />X <br />-- <br />ACI 318: 26.9.2.3 <br />-- <br />YES <br />10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. <br />-- <br />X <br />ACI 318: CH. 26.8 <br />-- <br />17. VERIFY IN-SUU CONCRETE STRENGTH, PRIOR TO <br />NO <br />STRESSING OF TENDONS IN POST -TENSIONED CONCRETE <br />AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM <br />X <br />ACI 318: 26.10.2 <br />BEAMS AND STRUCTURAL SLABS, <br />YES <br />12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND <br />X <br />ACI 318: 26.10.1(b) <br />-- <br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. <br />FOR SI: 1" = 25.4— <br />o. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. <br />I, . SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED <br />SOURCE IN ACCORDANCE WITH 17.82 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT <br />PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY <br />THE BUILDING OFFlCIAL PRIOR TO THE COMMENCEMENT OF THE WORK. <br />1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE <br />YES <br />ADEDUATE TO ACHIEVE THE DESIGN BEARING CAPACITY <br />X <br />2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER <br />X <br />YES <br />DEPTH AND HAVE REACHED PROPER, MATERIAL <br />3. PERFORM CLASSIFICATION AND TESTING OF <br />YES <br />COMPACTED FILL MATERIALS <br />X <br />4. VERIFY USE OF PROPER MATERIALS, DENSLTIES AND <br />YES <br />LIFT THICKNESSES DURING PLACEMENT AND <br />X <br />-- <br />COMPACTION OF COMPACTED FILL <br />5. PRIOR TO PLACEMENT OF COMPACTED FILL, <br />YES <br />OBSERVE SUBGRADE AND VERIFY THAT SITE HAS <br />-- <br />X <br />BEEN PREPARED PROPERLY <br />SYM REVISION BY APPROVED DATE SYM REVISION BY I APPROVED GATE <br />$ITE PUMPED INDUSTRIAL WASTE 20808468 SITTS BI_K UA 3.20 <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />17- mi <br />1 Fib 2020 <br />SITTS & HILL <br />ENGINEERS, INC. <br />CIVIL = STRUCTURAL • SURVEYING <br />pvorvEE�sSa><-so<s I nx. �zsa�<>a-sms <br />Project No.: 17659 Project Mgr.: BKL <br />Prof. Engineer: EMF P,.E Drafter: JDK <br />60t 468 — — <br />SHELL <br />TITLE SITE PUMPED INDUSTRIAL WASTE <br />2F®5 <br />SITE 45-YD J0B No eC <br />STRUCTURAL EVERETT, WA DWG NO. 45-YD-S2F-5 <br />04.03.20 <br />