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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 477
STRUCTURAL AUDIT REPORT
Rahul S. Dhule
Master of Technology, Construction Management, MIT-ADT University, Pune- 412201, Maharashtra, India
---------------------------------------------------------------------------***---------------------------------------------------------------------------
Abstract - Structural audit is that the technical survey of
the building so as to see its strength and stability.
Structural audit is that the commencement in repairing
procedure of the building. Structural audit is generally
recommended for older buildings. Structural audit was
initial introduced by Indian society of structural engineers.
Structural audit helps in improving the safety, efficiency
and gives idea about the strength of the structure by
detailed technical inspection. In present study attempt
have been made to carry out structural audit of the old
RCC building by carrying out site inspection, performing
NDT on the structure (if needed). After checking strength
and stability by visual inspection of the structural
members suitable recommendations are given in order to
retrofit unsafe structural component. Finally structural
audit report is ready for the building.
Keywords- Visual Inspection, Non Destructive Test,
Suggestions/Conclusion on basis of Audit & Non
Destructive Test Report, Structural Assessment
Methodology.
I. INTRODUCTION
Structural audit is that the overall health and
performance health check of the building like doctor
check the patient. Structural audit helps to
know the standing of the previous building. The Audit
helps to spotlight & investigate all the
chance areas, crucial areas and whether or not the
building. Needs immediate attention. It cover the
structural analysis of the existing frame and highlight
the weak structural areas for static, wind & earthquake
loads. If the bldg has modified the user, from
residential to industrial or industrial, this could bring
out the impact of such amendment.
Need For Structural Audit
Structural audit is carried out in order to
• To increase life of Building.
• To know the health of building and its Expected
life.
• To check actual reliability of the structure.
• In order to recommend rehabilitation techniques.
• In order to highlight the critical areas and repair them
immediately.
• For structural audit certificate required by
municipality and other authorities.
Structural audit involves through examination of the
building that involves.
Noting all visible defects, highlighting critical area of
defects. Diagnosis of damage. Carrying out necessary
Non Destructive Test,( if needed) suggesting measures.
Object of Audit
• Performing preliminary visual inspection of the
building.
• Visual inspection of all flats (internal) to highlight
critical area.
• Visual inspection of staircase, lobby, OHT to highlight
critical area.
• Performance of Non Destructive Test.
• Finding actual strength of the building.
• Preparing Audit Report including expert comments on
condition of the building and board outline of scheme
of repairs / restoration, If needed.
• Suggesting Methodology of Repair/Restoration.
II. PREAMBLE
Observation of distresses in the form of corrosion cracks
on columns, beam, Slabs, concrete delamination due to
corrosion, leakages/seepage from external side as well as
internal side, cracks on plaster, etc. To know the present
structural condition of the building & attend the distresses
by repairing the same.
Structure
 The Building is Ground + 04 upper floors.
 The Building is RCC frame structure.
 The Building is more than 30 years old.
 The Building is Residential unit.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 478
III. METHODOLOGY
Visual survey of the building was carried out externally &
internally up to humanly possible heights to observe
structural distresses such as bulging of columns, sagging of
beams, deflection of slab, corrosion related distresses and
seepage etc. and same were recorded in the form of the
notes.
Internal Observation
In this building is thoroughly inspected external as well as
internally .Each flat is thoroughly inspected internally, At
the same time staircase, lobby, Terrace, OHT, UGT also
inspected thoroughly, in terms of Structural distress,
leakages.
Internal observation marks flatwise.
Staircase Observation
In this staircase inspected in terms of structural point of
view.
Terrace Observation
In this Terrace condition check in terms of waterproofing
and leakage.
Non Destructive Test:
 In this section test carried out –
 Rebound Hammer test to estimate likely
compressive strength of cover concrete.
 Ultrasonic Pulse Velocity Test to determine the
integrity of concrete.
 Carbonation test to assess loss of alkalinity of
cover concrete, if any.
 Resistivity Test to assess likelihood of
reinforcement corrosion.
IV. CONCLUSIONS & SUGGESTION
ON BASIC OF STRUCTURAL AUDIT:
1. The corrosion (structural) cracks are observed at
some places at columns & beams, chajja. At some
location cracks are too wider and may tend to be
of serious concern. This needs attention at the
earliest & is strongly recommended to undertake
major repairs of the building, so that the building
will continue to remain safe & stable for
occupation.
2. All the corrosion distresses shall be attended by
using the application of Polymer
ModifiedMortar.
3. At some locations columns & beams, slab, chajja
are in severely distressed condition due to
extensive corrosion of reinforcement steel, Rebar
exposed and may demand structural
strengthening by using Micro-concrete /
Polymer Mortar treatment.
4. Leakages & seepage help in enhancing the rate of
corrosion of reinforcement. It is required that
these shall be arrested on priority to avoid further
damage to the structural elements.
5. Leakage through external wall are observed at
some locations, it is recommended that, Patch
Plastering /repairing work/ Re-plastering work to
be done for building with using waterproofing
compound.
6. At some locations plumbing lines are damage /
leaked & are causes of dampness / leakages at
external as well as internal wall, it is
recommended that need to be replace plumbing
lines.
7. Once the structural repair work is finished,
external plaster to be tapped using light weight
hammer & the de bonded plaster to be removed &
new plaster to be done in patchwork. Also the
bond coat to be applied between the joint of old &
new plaster.
8. External plaster seems massive seepages
/dampness at some location, so it is recommended
to be done new plaster with using waterproofing
compound.
9. Finally, the external surface shall be painted with
superior quality paint which can protect the
building from rain water ingress & carbonation
effect for long time.
10. It is strongly recommended that, remove all
damped load from Terrace.
11. It is strongly recommended that to undertake
major repair of chajja, as it is in bad condition.
12. It is strongly recommended that, remove all
common passage window grill immediately, as
grill in bad condition.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 479
V. LIMITATIONS
The report is based upon the visual observations carried
out upto humanly possible heights.
VI. IMPORTANT NOTES
 The observation & findings presented in this report
are applicable to the date of visual survey.
 It needs to be noted that our scope of work ends after
submission of this audit report. We do not undertake
any responsibility for any involvement in any type of
litigation / legal matters arising out of these remarks
of this structural audit.
VII. REFERENCE
1] ‘Structural Audit of RCC Building ‘2008 – I.H.SHAH.
2] Structural Audit ‘International Journal Of Civil And
Structural Engineering Research (I) CSER, Vol.1, Issue 1,
Published 2013. – B.H.Chafekar
3] ‘Structural Audit Case Study Of RCC Building in Nashik’
ISSN – 2250-1991,Vol 4.issue 6,Published 2015.
4] ‘Repair and Strengthening of exiting building for
earthquake resistance ‘ Published 1998 – M.Rodriegies.
5] ‘Details Procedure of Technical Safety Audit ‘ Published
2012 – Guwahati Metropolitan Development Authority.
6] ‘Structural audit’ – IOSR Journal 2278-1684 – Patil .S.R.
BIOGRAPHIES
Mr. Rahul Dhule
Master of Technology,
Construction Management, MIT-
ADT University, Pune- 412201,
Maharashtra, India

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IRJET- Structural Audit Report

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 477 STRUCTURAL AUDIT REPORT Rahul S. Dhule Master of Technology, Construction Management, MIT-ADT University, Pune- 412201, Maharashtra, India ---------------------------------------------------------------------------***--------------------------------------------------------------------------- Abstract - Structural audit is that the technical survey of the building so as to see its strength and stability. Structural audit is that the commencement in repairing procedure of the building. Structural audit is generally recommended for older buildings. Structural audit was initial introduced by Indian society of structural engineers. Structural audit helps in improving the safety, efficiency and gives idea about the strength of the structure by detailed technical inspection. In present study attempt have been made to carry out structural audit of the old RCC building by carrying out site inspection, performing NDT on the structure (if needed). After checking strength and stability by visual inspection of the structural members suitable recommendations are given in order to retrofit unsafe structural component. Finally structural audit report is ready for the building. Keywords- Visual Inspection, Non Destructive Test, Suggestions/Conclusion on basis of Audit & Non Destructive Test Report, Structural Assessment Methodology. I. INTRODUCTION Structural audit is that the overall health and performance health check of the building like doctor check the patient. Structural audit helps to know the standing of the previous building. The Audit helps to spotlight & investigate all the chance areas, crucial areas and whether or not the building. Needs immediate attention. It cover the structural analysis of the existing frame and highlight the weak structural areas for static, wind & earthquake loads. If the bldg has modified the user, from residential to industrial or industrial, this could bring out the impact of such amendment. Need For Structural Audit Structural audit is carried out in order to • To increase life of Building. • To know the health of building and its Expected life. • To check actual reliability of the structure. • In order to recommend rehabilitation techniques. • In order to highlight the critical areas and repair them immediately. • For structural audit certificate required by municipality and other authorities. Structural audit involves through examination of the building that involves. Noting all visible defects, highlighting critical area of defects. Diagnosis of damage. Carrying out necessary Non Destructive Test,( if needed) suggesting measures. Object of Audit • Performing preliminary visual inspection of the building. • Visual inspection of all flats (internal) to highlight critical area. • Visual inspection of staircase, lobby, OHT to highlight critical area. • Performance of Non Destructive Test. • Finding actual strength of the building. • Preparing Audit Report including expert comments on condition of the building and board outline of scheme of repairs / restoration, If needed. • Suggesting Methodology of Repair/Restoration. II. PREAMBLE Observation of distresses in the form of corrosion cracks on columns, beam, Slabs, concrete delamination due to corrosion, leakages/seepage from external side as well as internal side, cracks on plaster, etc. To know the present structural condition of the building & attend the distresses by repairing the same. Structure  The Building is Ground + 04 upper floors.  The Building is RCC frame structure.  The Building is more than 30 years old.  The Building is Residential unit.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 478 III. METHODOLOGY Visual survey of the building was carried out externally & internally up to humanly possible heights to observe structural distresses such as bulging of columns, sagging of beams, deflection of slab, corrosion related distresses and seepage etc. and same were recorded in the form of the notes. Internal Observation In this building is thoroughly inspected external as well as internally .Each flat is thoroughly inspected internally, At the same time staircase, lobby, Terrace, OHT, UGT also inspected thoroughly, in terms of Structural distress, leakages. Internal observation marks flatwise. Staircase Observation In this staircase inspected in terms of structural point of view. Terrace Observation In this Terrace condition check in terms of waterproofing and leakage. Non Destructive Test:  In this section test carried out –  Rebound Hammer test to estimate likely compressive strength of cover concrete.  Ultrasonic Pulse Velocity Test to determine the integrity of concrete.  Carbonation test to assess loss of alkalinity of cover concrete, if any.  Resistivity Test to assess likelihood of reinforcement corrosion. IV. CONCLUSIONS & SUGGESTION ON BASIC OF STRUCTURAL AUDIT: 1. The corrosion (structural) cracks are observed at some places at columns & beams, chajja. At some location cracks are too wider and may tend to be of serious concern. This needs attention at the earliest & is strongly recommended to undertake major repairs of the building, so that the building will continue to remain safe & stable for occupation. 2. All the corrosion distresses shall be attended by using the application of Polymer ModifiedMortar. 3. At some locations columns & beams, slab, chajja are in severely distressed condition due to extensive corrosion of reinforcement steel, Rebar exposed and may demand structural strengthening by using Micro-concrete / Polymer Mortar treatment. 4. Leakages & seepage help in enhancing the rate of corrosion of reinforcement. It is required that these shall be arrested on priority to avoid further damage to the structural elements. 5. Leakage through external wall are observed at some locations, it is recommended that, Patch Plastering /repairing work/ Re-plastering work to be done for building with using waterproofing compound. 6. At some locations plumbing lines are damage / leaked & are causes of dampness / leakages at external as well as internal wall, it is recommended that need to be replace plumbing lines. 7. Once the structural repair work is finished, external plaster to be tapped using light weight hammer & the de bonded plaster to be removed & new plaster to be done in patchwork. Also the bond coat to be applied between the joint of old & new plaster. 8. External plaster seems massive seepages /dampness at some location, so it is recommended to be done new plaster with using waterproofing compound. 9. Finally, the external surface shall be painted with superior quality paint which can protect the building from rain water ingress & carbonation effect for long time. 10. It is strongly recommended that, remove all damped load from Terrace. 11. It is strongly recommended that to undertake major repair of chajja, as it is in bad condition. 12. It is strongly recommended that, remove all common passage window grill immediately, as grill in bad condition.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 12 | Dec 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 479 V. LIMITATIONS The report is based upon the visual observations carried out upto humanly possible heights. VI. IMPORTANT NOTES  The observation & findings presented in this report are applicable to the date of visual survey.  It needs to be noted that our scope of work ends after submission of this audit report. We do not undertake any responsibility for any involvement in any type of litigation / legal matters arising out of these remarks of this structural audit. VII. REFERENCE 1] ‘Structural Audit of RCC Building ‘2008 – I.H.SHAH. 2] Structural Audit ‘International Journal Of Civil And Structural Engineering Research (I) CSER, Vol.1, Issue 1, Published 2013. – B.H.Chafekar 3] ‘Structural Audit Case Study Of RCC Building in Nashik’ ISSN – 2250-1991,Vol 4.issue 6,Published 2015. 4] ‘Repair and Strengthening of exiting building for earthquake resistance ‘ Published 1998 – M.Rodriegies. 5] ‘Details Procedure of Technical Safety Audit ‘ Published 2012 – Guwahati Metropolitan Development Authority. 6] ‘Structural audit’ – IOSR Journal 2278-1684 – Patil .S.R. BIOGRAPHIES Mr. Rahul Dhule Master of Technology, Construction Management, MIT- ADT University, Pune- 412201, Maharashtra, India