pavement rehabilitation assignment #1
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7/22/2019 pavement rehabilitation assignment #1
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Submitted by Muhammad Saadullah
Assignment#1 of Pavement Rehabilitation and Management
Submitted to Dr Irfan Ms Transportation Engineering
______________________________________________________________________________________
Question # 1
List and explain 4 reasons why asset management is more critical at the current time
relative to say, the 1970’s.
Answer
Asset management is a systematic approach to managing and operating the highway assets.
It considers the risk associated with new investment and helps the transportation agencies
to spend the available funds wisely. The asset management is more critical at the current
time relative to 1970’s because of the following reasons
The road network of Pakistan has increased many folds as compare to the 1970’s. If
the roads are not managed and preserved properly then it will create a big mess and
all the investment on it will be wasted.
The road users are increasing day by day which is causing road congestion and other
traffic related issues. One of the solutions for traffic congestion is wider roads. But it
is not viable; the solution of traffic congestion is proper planning and management
of road network. This can be achieved by asset management.
A lot of freight movement throughout the country is via road as compare to the
1970’s which was via rail network. Thus, the road network serves as the economic
life line of the country. Over loading of the trucks is causing the national highway
roads to deteriorate quickly. From effective asset management will help in the
identification of sections for preventive maintenance and it will trim themaintenance budget.
The construction of new infrastructure project and road repair cost are increasing so
the effective spending of taxpayer’s money is necessary. The asset management
combines both engineering and financial aspects of highway construction. It helps
the planners to spend the funds in an efficient way.
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Question # 2
From recent literature on the subject, write a short note (500-words) on the current state of
practice of asset management at the national and various international highway agencies. (cite/
provide reference). Discuss the benefits that could be derived by an agency that implements anasset management system for its highway infrastructure.
AnswerTransportation agencies throughout the world are responsible for managing, maintaining and
operating the highways. Asset management is a technique which is helping these agencies in the
proper management.
On international level
The asset management in USA is done by FHWA (Federal highway administration) and the respective
department of transportation (DOT). The asset management done by FHWA is a two-step approach
that is to take care of the already owned and manage it for future use. By using the asset
management technique the DOTs don’t wait for the worst case scenario that is full rehabilitation of
the structure, preventive maintenance is done throughout the life of the structure which increases
the life of the structure. The cost of preventive maintenance is quiet low as compare to the full
rehabilitation of the asset. Instead of relying on a crisis to strike the asset management uses
systematic approach to manage asset and reducing agency cost. The asset management is helping in
making informed decisions which is maximizing the usage of money. The information about the
asset performance is helping many department of transportation’s in United States of America to
take care of what they already owned. Consider the example of Minnesota department oftransportation, MnDOT is keeping record of their highway assets and it is helping them to keep their
assets in good condition. The asset management gives an analysis of life cycle cost of an investment.
It shows that what can be desired and what can be achieved during the life of the asset. According to
the FHWA the maintenance cost of an asset can be up to three times of the initial construction cost.
So the maintenance cost of an asset must be estimated before investing on the project. Agencies use
asset management plan for the estimating the future costs. The asset management plan includes
inventory of assets, level of service provided, future demands, life cycle management plan, risk
management plan, financial plan and investment strategies. Beside above the US government has
made a law by the name of Moving Ahead for Progress in the 21st Century Act (MAP-21). Under this
act the all-state department of transportation’s requires risk based asset management plan. The goal
of FHWA is that the asset management plan of different states must be successful. Asset
management is essential for taking care of the resources, managing these resources and reducing
risks of the transportation agencies.i
On national level
National highway authority (NHA) Pakistan is responsible for the building, operating and maintaining
the highways and motorways of Pakistan. Currently the NHA is managing about 4.6% of the total
road network. To improve the serviceability and the management of highway operations NHA has
been working on road asset management system (RAMS)ii. A database will be formed under the
RAMS program. This database will integrate pavement management system, bridge management
system, contract management system along with its application to GIS. Under RAMS the annual
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network analysis process will be conducted, annual business plan and establishment of current asset
value will be developed; it will target all the maintenance activities and will help in annual
maintenance plan. RAMS is comparable to other transportation agencies asset management
programs, RAMS will be provide assistance in spending money efficiently, it will reduce the
pavement maintenance cost, travel time and vehicle operating cost.
Question # 3Kashmir Highway is one of most important arterial road in Capital’s road inventory. List all the assets
including intersection appurtenances/ interchanges that you can see on this stretch of road (ICT toll
plaza to Convention Center). Describe two alternative ways that could be used to establish a value of
this asset.
Answer (conducted with umair ali)16 km long section of Kashmir highway was assigned to us. This section starts from club road
intersection (in front of convention center) and ends at ICT toll plaza (Golara morr round about).
Different sectors of Islamabad are located adjacent to this section of Kashmir highway. The list of
assets as follows which were found on the highway is as follows:-
At grade intersections
The number of at grade intersections was 8. The location of these intersections is as follows
LocationTraffic
signs
Traffic
signals
Pavement
markings
Number of
lanesOperational
Gantry
signboards
Club road
intersection
4informatory
sign boards
Working,4 in
number
satisfactory 2 lanes each yes1 on each
side
Aabpara
intersection
2
informatory
signboards
Not
working 3
in number
satisfactory 2 lanes each
No, closed
to reduce
delay
1 on each
side
7th
avenue
intersection
9
informatory
signboards
Working 8
in number
Good in
condition2 lanes each yes No
9th
avenue
intersection
9
informatory
signboards
Working 4
in number
Not
observed5 lanes each yes no
g-9
intersection
2
informatory
signboards
Under construction
Faqeer aapi
intersection
2
informatory
sign boards
Not
working
Not
observed
2 lanes and
it is Under
construction
yes no
g-10
intersection
3
informatory
sign boards
Working 3
in number
Not
observed
2 lanes and
it is Under
construction
yes no
g-11
intersection
1
informatorysign board
Not
working
Not
observed
2 lanes and
it is underconstruction
No because
it is underconstruction
no
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Overhead Bridges and culverts
Location Number of lanes Condition Pavement marking
Zero point interchange
over Islamabad highway
5 lanes on each sideNeed preventive
maintenance
In good condition
Bridge over rain water
stream in front of TF
complex
2 lanes on each sideNeeds major
rehabilitationNot observed
Bridge over rainwater
stream just next to IIUI
gate
2 lanes on each sideNeeds major
rehabilitationNot observed
Bridge over railway
crossing near toll plaza2 lanes on each side
Needs preventive
maintenanceNot observed
Culvert near Hotel
Margalla entrance2 lanes In good condition Not observed
culvert between zeropoint interchange and 9
th
avenue intersection
4 lane on each side In good condition Not observed
Culvert before G-13
entrance2 lanes on each side In good condition Not observed
Pedestrian and bike
crossing bridge in front
of Pakistan monument
___ In good condition __
Electric light poles
A lot of electric light poles are installed on Kashmir highway. The distance between two consecutivelight poles was observed to be 55 meters. Round about 270 electric light poles were observed
Guard rails
The guard rails were found on two of the culverts between convention center and 9th
avenue
intersection
Retaining wall
The retaining wall were observed at the under construction section of the Kashmir highway.
Pavement type
Kashmir highway is under construction. The pavement type from club road intersection to 9th avenue
intersection is flexible with varying number of lanes from 2 to 5 at different places. The construction
is taking place from 9th
avenue intersection to the golara morr roundabout. After the construction
there will be 2 lanes of rigid and 3 lanes of flexible pavement on each side. Before the construction
there were 2 lane of flexible pavement on each side in poor condition.
Median
The 16 km of Kashmir highway has been divided by median strip with plantation on it.
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Asset valuation methodsPerpetual inventory and replacement cost are the two methods by which the Kashmir highway asset
valuation can be estimated. In perpetual inventory method a real time record is maintained. It
includes all the investments done on the asset; the cost of all the preventive maintenance is kept. By
keeping such records the value of an asset can be easily estimated when needed. The other methodfor asset valuation is by replacement cost. In this method the cost of an asset is calculated by
estimating the value of its replacement. In our case of Kashmir highway the replacement cost
method is more feasible.
Answer # 4
A bridge was constructed over a river Indus on National Highway with a total cost of 1000 Million
PKR with a 50 years useful life and an estimated salvage value at the end of its useful life is 10
Million PKR. Find the monetary value of the asset at the 1st and 5th year using depreciationapproach of double declining balance and compare it with your estimates using straight-line and
Sum-of-years digits method?
Answer
YearsDouble Decline Method Straight Line Method Sum of Years digit Method
Un-depreciated
Balance×[2×(100%50)](1000 M- 10 M)/50 (Rs.)
(1000 M- 10 M) × [Remaining Life/
(50+49+48+….+1)]
1 1000 Million x 4% = 40
Million
990x103/50= 19.8 Million 990M x 50/1275=38.8 Million
2 (1000M-40M) x 4%=
38.4 Million
990x103/50= 19.8 Million 990M x 49/1275= 38 Million
3 (1000M-40M-38.4M)x4%=
36.864 Million
990x103/50= 19.8 Million 990 x 48/1275= 37.2 Million
4 (1000M-40M-38.4M-
36.864M)x4% =35.39 Million
990x103/50= 19.8 Million 990 x 47/1275= 36.5 Million
5 (1000M-40M-38.4M-
36.864M-35.39M)x4%=33.9Million
990x103/50= 19.8 Million 990 x 46/1275= 35.7 Million
Answer# 5 (conducted with umair ali)
The distress survey was conducted on N-5 and Islamabad expressway. The section of N-5
selected was from RD 1520 (near rawat) to Islamabad expressway intersection. The section
selected on Islamabad expressway was from N-5 intersection to DHAI-II extension.
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Alligator Crack: (Flexible Pavement)
Causes Loss of base, subbase or subgrade support (e.g., poor drainage or spring thaw resulting in a
less stiff base)
D-Cracking: (Rigid Pavement)
Possible Cause: Freeze-thaw susceptible aggregate, poor quality aggregate
Cures: Full Depth or partial depth asphalt repair
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Transversre Cracking: (Rigid Pavement)
Cause: Slab Curl or curling
Cure: Crack Sealing or Dowel bar Retrofit or Full Depth repair
Pop-Out (Rigid Pavement)
Cause: Poor aggregate freeze-thaw resistance or Alkali-aggregate reactions
Cure: Full depth repair or partial repair or effective patch repair
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Raveling: (Flexible Pavement)
Cause: Insufficient Binder, Poor Gradation, or poor Compaction
Cure: Partial or Full depth Asphalt repair, patch Repairing
Rutting, alligator cracking, pot hole and shoving (in flexible pavements)
Cause: The above picture shows number of distresses. The above might be because of poor support
of underlying layers.
Cure: The cure of above is rehabilitation of above patch
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Bleeding (in flexible pavement)
Causes Excessive asphalt binder in the HMA
Cure bleeding can often be corrected by applying coarse sand to blot up the excess asphalt binder.
Corner Cracking (in Rigid Pavements)
Causes Severe corner stresses caused by load repetitions combined with a loss of support, poor load
transfer across the joint, curling stresses and warping stresses.
Cure full depth patch
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Linear panel cracking
Causes Usually a combination of traffic loading, thermal gradient curling, moisture stresses and loss of
support.
Cure Slabs with a single, narrow linear crack may be repaired by crack sealing.
Longitudnal cracking (in flexible pavement)
Causes A reflective crack from an underlying layer
Cure crack seal it or replace the layer with an overlay.
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Patch failure (in flexible pavements)
Causes Previous localized pavement deterioration that has been removed and patched
Cure overlay
Polished aggregate (in rigid pavement)
Causes Repeated traffic applications
Cure applying slurry seal
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Transverse cracking (in rigid pavement)
Upheavel
Causes swelling of underlying soil
Cure full depth patch
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References for Question# 2
i The data of FHWA is taken from http://www.youtube.com/watch?v=ep3j7f__LuM&feature=youtu.be
ii The data about RAMS is taken from http://www.carecprogram.org/uploads/events/2012/PBMC-
Training/008_102_209_Road-Asset-Management-System-Pakistan.pdf