Full Scale Load Testing BPEX Project, Maptaphut Rayong

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(A) PE View(B) PF ViewFIGURE 1. TEST STRUCTUREFIGURE 2. RG4 BEAM UNDER INVESTIGATION4
TABLE 1. COMPRESSIVE STRENGTH FROM REBOUND HAMMER TESTRebound Number Test NumberCompressivePOSITIONAverage strength1 2 3 4 5 6 7 8 9kg/cm 21 52 53 50 50 46 46 52 46 45 49 349.42 49 51 49 51 49 48 50 50 53 50 356.03 50 50 48 50 49 44 47 49 45 48 345.54 52 50 51 50 53 51 51 50 48 51 359.9FIGURE 3. TESTING OF CONCRETE STRENGTH USING REBOUND HAMMERAfter the site visit, the team confirmed that conducting a load test as shown in thefollowing layout (Figure 4) was the best method to produce a critical flexuralresponse in the critical region of the beam under investigation. SKC and Daewooconsultant engineers asked for the magnitude of the test uniform load, which wascomputed by our engineer as shown below.The total existing dead load was computed from the weight of slabs, beams andfinishing and it was estimated as 450 kg/m 2Using a live load of 500 kg/m 2 , the total required uniform test load was5
Page 1 and 2: Full‐Scale Load Testing ofSelecte
Page 3 and 4: EXECUTIVE SUMMARYThis report provid
Page 5 and 6: LIST OF FIGURESFigure 1. Test struc
Page 7 and 8: Full‐Scale Load Testing of Select
Page 9: emoved. The second test may be cons
Page 13 and 14: FIGURE 5. STEEL LOAD PLATFORMFIGURE
Page 15 and 16: 3 INSTRUMENTATIONS AND MEASUREMENTS
Page 17 and 18: 3.2 CRACK MONITORINGA survey telesc
Page 19 and 20: The predicted deflection at various
Page 21 and 22: 5 LOAD TESTING RESULTS5.1 DEFLECTIO
Page 23 and 24: 5.2 DAMAGESDuring the testing, exis
Page 25 and 26: FIGURE 18. INTERFACE SHEAR CRACK6 C
Page 27 and 28: 9 APPENDIX: MOMENT CURVATURE ANALYS
Page 29 and 30: 318.1116.1202C cAll dimension are i

Full Scale Load Testing BPEX Project, Maptaphut Rayong

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