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ISSUE A <br /> I 25 JUN 84 <br /> d. Make one streng[h tes[ for each 100 cubic yatds or less for each <br /> class of concrete placed each day. Pick up cyl:.nders from <br /> job-site within 24 hours. <br /> I4. Slump Tes[s: In accordance vith referenced inspec[ion manual. <br /> I 5. Evaluation of Tests, and Accep[ance: In accordance with ACI 301-72 <br /> (1975). <br /> I D. Reinforced Masonry: <br /> 1. Inspection will include the following: <br /> a. Check reinforcing s[eel in place. <br /> I b. Inspect all cells and clean-out. <br /> I c. Inspect grou[ing opera[ion. <br /> 2. Testing will include [hr. following: <br /> a. Test materials for compliance with specifications. <br /> � b. Make strength tests of mor[ar and grout in accordance with <br /> Uniform Building Code S[andards No. 24-22. Make one mortar test <br /> � for each day's work fot each type of morta:. Make one grout <br /> i tes[ for each 30 cubic yards of grout bu[ not less than one test <br /> for each day's grouting operation. � <br /> I E. S[ructutal S[eel: <br /> 1. Make required inspection a[ plant and job-si[e. <br /> � 2. Provide inspection ducing bolting and welding as required. <br /> Inspection of welds shall be done visually; velds suspec[ed of <br /> weakness shall be ma�netic particle tested. <br /> I3. Provide inspec[lon in accordance wi-h A.I.S.C. Specifica[ion for <br /> Design, Fabrication and Erection of Structural Steel for Buildings. <br /> I F. Miscellaneous: Provide other Special Inspections required by Building <br /> � Code for structural votk, or requested by Owner. <br /> I1.03 CONTRACTOR'S DUTIES <br /> A. Responsibility: Special Inspection will not relieve the Contractor from <br /> Iresponsibili[y for corre�tness, completeness, and quality of his work. <br /> B. Notices: <br /> 1. Contractor shall ptovide the Atchitect and [he Special Inspector <br /> with 24 ho�rc advance notice for all on-site work, 48 houts advance <br /> notice for all ofE-si[e lnspections, other [ime as no[ed in the <br /> Technical Sectlons. <br /> 2. Cancrete form work will not be considerr.d ready for inspecti.on until <br /> all reinforcing and miscellaneous embedded i[ems are in their :inal <br /> positions and secured. <br /> 01400-3 <br /> 83U1 <br /> 17 <br />