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BUILDING
MAINTENANCE
Carlos Pina
Principal Research Officer
National Laboratory for Civil Engineering (Portugal)
Board of Directors, President
Life-cycle of a construction project
LNEC | 3
Design
Construction
Life-cycle
Raw-materials
Manufacturing
Construction
Operation and Maintenance Demolition
Recycling and Deconstruction
Circular Economy
LNEC | 4
Graphic from the Ellen MacArthur Foundation.
‘inner circles' requires more energy input than
the ‘outer circles'
Circular Economy
LNEC | 5
Maintenance
Maintenance is an ‘inner circle', requiring
less energy input than the ‘outer circles' of
repair or recycling.
Maintenance
• The regular maintenance of assets is essential to
minimize the degradation and avoid deep
rehabilitation works.
• The periodic and systematic actions result in a slight
deterioration of the asset components enabling it to
maintain a performance level close to the initial
one for a longer period of time.
• The maintenance of the assets must be considered
since the beginning, in the design phase.
LNEC | 6
Introduction - buildings
The maintenance in buildings has been
over the years underestimated.
Absence of legislation requiring long-
term consideration of maintenance.
The new Portuguese building regulation
(under discussion) introduces
requirements for durability and
maintenance purposes.
LNEC | 7
Introduction - buildings
Within the scope of the design, the Building
Inspection and Maintenance Manual must
be prepared:
• Current and special inspections
• Characterization of maintenance work
• Any technical expertise and repair work
LNEC | 8
BS 7543:2015
Guide to durability of buildings and building
elements, products and components LNEC | 9
Building Design Phase: Taking into account the
durability of different elements
Introduction - buildings
Maintenance
Management System
As-built drawings
Technical
information
(materials &
equipment)
“Technical
Compilation”
Goals
Requirements
Performance
Life cycle
Operability level
Ele
me
nts
| C
om
po
ne
nts
| S
ys
tem
s
contents, goals,
responsabilities,
procedures, processes
Maintenance Manual
Centralized technical
management
Alert systems
Monitoring activity
Data base
« Plan »
« Do »
« Check »
« Act »Maintenance Plan
Preventive maintenance
Corrective maintenance
Activities
Periodicities
Resources
Inspections
Emergency
Documents
Maintenance Management System
11
Maintenance documents
Maintenance Management Manual
Document describing the structure, objectives, responsibilities, procedures
and processes included in the scope of the maintenance management
system, in order to meet the defined and required operational and
maintenance requirements.
Maintenance Plan
The principles and procedures defined in the Maintenance Manual at the level
of tasks, resources, periodicities, corrective and preventive actions, and
records, applying them to the elements, components and systems subject to
intervention.
Schools Modernisation Programme in Portugal
LNEC | 12
To renovate and modernize the school
buildings
Creating an efficient and effective
school building management system:
• an effective and efficient response
when isolated repair interventions are
needed or in the planned conservation
and upkeep interventions;
• promoting correct use of the facilities
and equipment through training and
monitoring the users and making them
accountable;
Procurement format
LNEC | 13
Prevision of maintenance services for a period of 10 years;
Services to be provided by the contractor include:
Preventive Maintenance – works to be completed according to a
Preventive Maintenance Plan and necessary to prevent and
reduce the degradation of operability functions and school spaces.
The Maintenance Plan is drawn covering all the actions on a
monthly, quarterly, semiannual and annual base.
Corrective Maintenance – works that aim to correct any anomalies
resulting from misuse or natural degradation of facilities and
equipment.
Functional Maintenance – work to be done at the request of the
school building management entity.
Large Conservation - operations to be held 5 and 10 years after
the end of the building rehabilitation to restore the functional,
safety or accessibility conditions, if appropriate.
• The aspects related to maintenance, renovation/ replacement of
installations and equipment are being increasingly present in public
and/or private contracts in the form of contractual requirements
• It is increasingly important to gather experience and information on
the life cycle of buildings components and installations, as well as
their maintenance activities
• The choice of technical solutions (design) should be supported by
cost-benefit analysis from a Whole Life Cycle perspective
• The maintenance plans and the information of the competitors’
proposals must be linked to the budgets for the operation and
maintenance of the buildings
Main conclusions
Jeddah, KSA 11th December 2016
João Morgado Pavement Unit Manager
Asset Management Review and Monitoring
Road Asset Management in Portugal Experience in Maintenance from Portugal
14th INTERNATIONAL OPERATIONS & MAINTENANCE CONFERENCE IN THE ARAB COUNTRIES
As per Decree-Law n. 91/2015 dated 29 May, and taking effects as of 1st June 2015, Rede Ferroviária Nacional
- Refer, E.P.E. (REFER, E.P.E.) hereby incorporates by merger EP – Estradas de Portugal, S.A. (EP, S.A.) and
becomes a public limited company named Infraestruturas de Portugal, S.A. (IP, S.A.). The merger by
incorporation extincts EP, S.A. and its duties and competences are transferred to IP, S.A..
Company
National Road Network General Concessionaire
Long-term Concession Contract of 75 years (until 2082)
Shareholder Base: Portuguese State (100%)
Mission
Financing, operation and development of the road network integrating the National Road Plan (except the
network under private concession);
The design, construction, financing, maintenance, operation and development of the future road network.
Responsibilities
Fulfilment of performance indicators: Level of Service, Road Safety and Environmental Sustainability
Profile
IP CONCESSION
CONTRACT
TOLLS FUEL TAX
ROAD AVAILABILITY AND SERVICE PROVIDED
REVENUE
CONCESSIONAIRES
ROAD
USERS
PORTUGUESE
STATE
TOLLED ROADS
CONCESSION
CONTRACTS
SUB-
CONCESSION
CONTRACTS
SUB-
CONCESSIONAIRES
Road sector model
NATIONAL ROAD NETWORK
17 765 km
OTHER CONCESSIONS
2 621 km
IP CONCESSION
15 144 km
SUB- CONCESSIONS
1 556 km
OTHER ROADS
1 235 km
MOTORWAYS
321 km
DIRECT MANAGEMENT
13 588 km
OTHER ROADS
13 392 km
MOTORWAYS
196 km
Road network extent
Bridges and similar structures (5 211)
• Water ducts prevail over other types of structures
(40%)
Earth Retaining Structures (23 551)
Other types of road furniture
• Signalling, drainage, lighting, safety barriers, etc.
(complete inventory)
Road assets under IP jurisdiction
SGPav Pavement
Management System
SGOA Bridge Management
System
SGOC Earth Retaining
Structures Management
System
IP Asset Management Systems
Annual condition surveys
Pavement quality data
Performance model
Pavement quality prediction
Strategies evaluation
Multi-annual intervention plans
Design and construction
Pavements database Pavement
description and historic record
2003 | Project start
2007 | Production start
Pavement Management System overview
Node
Object defining start and end points of each section, placed on junctions, district
limits, change in road classification or change in cross section type.
Section
Basic road network object, serving as minimum unit for a network stretch and used for survey and
analysis purposes
Section
Node
Database structure
• Road network features
section id, location data, geometric data (per section)
• Traffic data
AADT, heavy vehicle rate, growth rate, axle aggressiveness (per section)
• Pavement condition data (global and parametric)
Quality Index (global) (per section/1000 m/100 m per year)
Condition parameters (longitudinal unevenness, transverse unevenness, area with cracking,
macrotexture, friction) (per section/1000 m/100 m/10 m per year)
• Pavement subgrade bearing capacity (per section)
• Historic record of all pavement interventions, allowing the assessment of the structural capacity (start
and end km, materials, layer thicknesses, etc.)
• Front and rear images (per 10 m per year)
Database contents
Visual inspection Laser RST SCRIM
VIZIROAD equipment (visual
surface defects identification with
linear and GPS referencing)
Laser vehicle collecting unevenness
(longitudinal and transverse),
macrotexture, geometry and front
and rear images
SCRIM vehicle collecting wet skid
resistance and macrotexture
Used for project level surveys Used for network surveys (over
90% per year) since 2011
Used for network surveys (partial
extent) since 2012
Survey methods and annual coverage
PAVEMENT QUALITY INDEX
automatic evaluation
IQ = f (longitudinal unevenness, transverse unevenness and cracking)
assessed by the operator automatic evaluation
Good: IQ > 3.5 Fair: 2.5 < IQ < 3.5 Poor: 1.5 < IQ < 2.5 Bad: IQ < 1.5
0.5
t
2
t
IRI0.0002030
t C0.03R0.002139e5IQ t
PAVEMENT QUALITY RANK
Besides each individual condition parameter, a global quality index is used:
NON-STRUCTURAL MAINTENANCE STRUCTURAL MAINTENANCE
Condition parameters visualisation
Dynamic segmentation
according to visualisation
scale (section, 1000 m, 100
m and 10 m for all
parameters)
Front and rear image visualisation (clickable location or per km selection)
Data visualisation
Linear visualisation for condition parameters
Statistical analysis for condition parameters
Cross section visualisation for each 10 m
Information automatically
provided by SGPavGraf
web app
(per section per year)
Data visualisation and web apps
Aid to routine maintenance planning by identifying sites needing actions
high longitudinal unevenness
area with alligator
cracking
Support to decision-making
Pavement performance modelling allowing the early identification of future maintenance needs
3.76 3.68 3.65 3.63 3.61 3.60 3.58 3.57 3.55 3.54 3.53
4.10 3.97 3.92 3.88 3.84 3.81 3.79 3.76 3.74 3.71 3.69
2.15 2.00 1.85 1.71 1.60 1.50 1.40 1.30 1.20 1.09 0.99
4.10 3.97 3.92 3.88 3.84 3.81 3.78 3.76 3.73 3.71 3.68
1.89 1.76 1.66 1.57 1.49 1.41 1.32 1.24 1.16 1.08 1.00
2.63 2.52 2.46 2.42 2.39 2.36 2.33 2.30 2.27 2.25 2.22
2.08 1.94 1.78 1.63 1.48 1.33 1.18 1.03 0.88 0.75 0.75
2.64 2.49 2.34 2.19 2.04 1.89 1.74 1.59 1.44 1.29 1.14
2.95 2.80 2.65 2.52 2.46 2.41 2.35 2.31 2.26 2.22 2.17
3.00 2.90 2.80 2.70 2.60 2.50 2.40 2.30 2.20 2.10 2.00
3.80 3.70 3.60 3.50 3.40 3.30 3.20 3.10 3.00 2.90 2.80
2.86 2.76 2.66 2.56 2.46 2.36 2.26 2.16 2.06 1.96 1.86
2.35 2.20 2.09 2.02 1.96 1.91 1.85 1.80 1.76 1.71 1.66
2.63 2.48 2.38 2.31 2.26 2.21 2.16 2.11 2.07 2.03 1.99
2.83 2.68 2.60 2.54 2.49 2.44 2.40 2.35 2.31 2.28 2.24
2.85 2.70 2.60 2.55 2.51 2.47 2.44 2.40 2.37 2.34 2.31
2.38 2.23 2.08 1.93 1.78 1.63 1.48 1.33 1.18 1.03 0.88
Network-wide future pavement condition evaluation
Performance assessment of different maintenance alternatives
Support to decision-making
• Heuristic method to rank
interventions and assign them
to each analysis year
according to the expected
budget
• Ranking is made based on
two criteria:
investment/traffic demand
ratio and the road condition
deterioration rate
• The result is a 5-year
maintenance plan, designed
to meet strategic quality
targets
Annual investment
0
Analysis year (n)
n+2 n+1 n+3 …
L n
n
Budget optimisation and prioritisation of maintenance interventions
Support to decision-making
The recent IP SGPav developments contributed decisively to its consolidation
• by eliminating the subjectivity in the collection of condition parameters
• by the extent of the information available (annual network coverage over 90%)
It resulted in a wider SGPav recognition, not only from its everyday users, but also from top
management
Final remarks
Thank you for your attention [email protected]