ACI 301-16 Specifcations for Structural Concrete

ACI 301-16 Specifcations for Structural Concrete. 1.7.2. Slabs not meeting tolerances may be corrected proided they are brought into compliance with 1.7.3, 1.7.4. and 1.7.5. 1.7.2.6 Concrete members east against formwork surfaces not meeting slope or planeness limitations are subject to rejection. 1.7.3 Finishes 1.7.3.1 Concrete surfaces not meeting (he requirements of 5.3.3 shall be brought into compliance in accordance with 1.7.1. 1.7.4 Strength oI’struce’ure 1.7.4.1 criteria /ór determining potential strength diciencv—Strength may be considered deficient if Work fails to comply with requirements that control strength of structure including, but not limited to, conditions given in 1,7.4.1(a) through 1.7.4.1(1). 1.7.4.1(a) Concrete strength not meeting requirements of 1.6.6.1(b) and Contract Documents. 1.7.4.1(b) Reinforcement size, quantity. wade. position, or arrangement not meeting requirements in Contract Documents. 1.7.4.1(c) Concrete elements exceeding tolerances spcifled in Contract Documents. 1.7.4.1(d) Curing and protection not meeting requirements in Contract Documents. 1.7.4.1(e) Mechanical injury, construction fires, or premature removal of formwork resulting in deficient strength 1.7.4.2 Action required if strength is potentially d’ficieni—lf structure strength is considered potentially delicient. actions given in 1.7.4.2(a) through 1.7.4.2(e) may be required by Architect/Engineer. 1.7.4.2(a) Structural analysis, additional testing. or both. 1.7.4.2(b) Core tests in accordance with ASTM C421 C42M. 1.7.4.2(c) Load tests may be required if core testing is inconclusive or impractical or if structural analysis does not confirm the safety of the structure. 1.7.4.2(d) Strengthening with additional construction or replacement for concrete work shown delicient by structural analysis or by results of a load test, 1.7.4.2(e) Submittal of documentation for repair work proposed to bring strength-deficient concrete work into compliance with Contract Documents. 2.1.2.1(e) Submit manufacturer’s product data on form- work release agent for use on each form-facing material. 2.1.2.1(l) Submit manufacturer’s product data on form liner pwposd for use with each formed surface. 2.1.2.2 Comply with 2.1.2.2(a) through 2.1.2.2(e) if rcquired by Contract Documents. 2.l.2.2() Submit shop drawings for formwork. shoring. reshoring. and backshoring. If required by Contract Documents or by jurisdiction where the Work will be performed. shop drawings shall be signed and sealed by a licensed design engineer. 2.1.2.2(b) Submit design calculations for formwork. shoring. reshoring. and backshoring. If required by Contract Documents or by jurisdiction where the Work will be performed, design calculations shall be signed and sealed by a licensed design engineer. 2.1.2.2(c) Submit manufacturer’s data sheet on form tics. 2.1.2.2(d) Submit manufacturer’s data sheet on expansion joint muterials. 2.1.2.2(e) Submit manufacturer’s data sheet on...