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Guideline for preparing a traffic management plan - TMP
GUIDELINE
FOR PREPARING A TRAFFIC MANAGEMENT PLAN (TMP)
Preparation
of a detail Traffic Management Plan and proper implementation of measures
identified in the approved plan is essential to ensure the safety of all road
users as well as the workers at site. It would also assure the smooth operation
of the road network as well as the work site.
TMP FORMAT
1.
Description of the proposed works and lane/road closures.
2.
Identification and assessment of traffic impacts of proposed works.
3. Detail
traffic management measures to ameliorate the impacts of proposed works.
4.
Assessment of public transport services affected.
5. Details
of provisions made for emergency vehicles, heavy vehicles, cyclists and
pedestrians.
6.
Assessment of effect of proposed traffic management measures on traffic
movements in adjoining streets.
7.
Proposed public/ tenant notification process if required.
TMP EXPLANATORY NOTES
1. Description of the proposed works and
lane/road closures:
Details
should be provided of the proposed works on road and the closure type (number
of lanes and the length of road affected from the works and the number of lanes
available for through traffic).
2. Identification and assessment of traffic
impacts of proposed works:
The
assessment would include approximate traffic flow data (eg light
vehicles/heavy vehicles /pedestrians etc) for the affected road area.
Assessment should also include possible impacts on adjoining properties (access,
on-street parking etc.).
3. Detail traffic management measures to
ameliorate the impacts of proposed works:
Details
should be provided of the proposed measures (traffic controllers, part
closures, detours etc.) to minimise the impact of proposed road/lane
closures on other road users.
4. Assessment of public transport services
affected
Details
should be provided of public transport services affected and the provisions
(measures/notifications)
made
to minimise the impact on public transport services.
5. Details of provisions made for emergency
vehicles, heavy vehicles, cyclists and pedestrians:
Details
should be provided of provisions (measures/notifications) made for
affected emergency vehicles, heavy vehicles, cyclists and pedestrians.
6. Assessment of effect on proposed traffic
management measures on traffic movements in adjoining streets:
The
assessment would include forecasted traffic flow data for roads and
intersections of adjoining roads. Specific attention should be made to the
streets where traffic is proposed to be detoured.
7. Proposed public/ tenant notification
process:
Proposed
consultation process with the public/ other tenants directly affected by the
proposed works and road closures.
NOTES
1. The TMP
should include following details:
1.1
Location of road occupancy/proposed works
- Street name and
number
- precinct on
airport
- Map of where on
airport
1.2 Road
Occupancy Details
- Name and address
of the applicant
- Contact name
- Contact
telephone numbers
- Contact fax
number
- On site contact
name
- On site contact
telephone numbers
- Schedule date and
time of commencement of works
- Intended date
and time of completion of works
2. If
approval is granted for the proposed works the applicant must prepare a Traffic
Control Plan (TCP) that complies with OH & S requirements to protect
the safety of
workers as
well as the road users.
3. With
some smaller work sites/occupancies, the Traffic Control Plan can be submitted
as the Traffic Management Plan.
4. If the
works/road occupancy cannot go ahead because of adverse weather conditions or
other unforseen circumstances, the applicant may reapply for another date using
the same Traffic Management Plan. Providing that there are no changes to the
original application, BAC needs to check wether the new date conflicts with any
other road developments or road occupancies/road closers in the area.
Design of biaxial isolated rcc footing in spreadsheet
Spreadsheet of design of biaxial isolated RCC footing.
- COLUMN Length
- FOOTING Foot length
- MATERIALS OF CONSTRUCTION
- CHECK FOR GROSS BEARING PRESSURE
Structural Steel Moment Connection pdf
Moment connections are designed to transfer bending moments, shear forces and sometimes normal forces. The design strength and stiffness of a moment connection are defined in relation to the strength and stiffness of the connected members. The design strength of a moment connection may be full- strength (i.e. the moment capacity of the connection is equal to or large than the capacity of the connected member) or partial-strength (i.e. the moment capacity of the connection is less than that of the connected member). Similarly the stiffness of a moment connection can be rigid or semi-rigid compared to the stiffness of the connected member.
The rotation capacity of the structure may be provided by either the connection or the connected member.
The rotation capacity of the structure may be provided by either the connection or the connected member.
Design of Boundary wall spreadsheet
Boundary wall design with spreadsheet file.
The boundary wall will be made of fly ash brick work. It is supported by bottom tie beams.These beams are tied with columns which are supported by reinforcedelastomeric bearings Design Spreadsheet
Spreadsheet of Steel-Reinforced Bearing - Elastomeric pads and steel reinforced elastomeric bearings
PILE GROUP ANALYSIS PROGRAME - excel
"PILEGRP" is a spreadsheet program written in MS-Excel for the purpose of analysis of pile groups with rigid caps using the "elastic method". Specifically, the properties of the pile group are calculated, and then based upon the applied vertical and horizontal loadings, the vertical and horizontal pile reactions are calculated. There is also a worksheet to check beam and punching shear in the pile cap for a single corner pile, for the purpose of estimating the required pile cap thickness and subsequent pile cap weight.
design of steel structure pdf
This lecture note constitutes the limitstate method of design for members
subjected to combined stress resultants asper stipulations of the draft IS: 800 –
LSM version where the draft code has dealt mainly with i) combined shear and
bending ii) combined axial tension and bending and iii)combined axial
compression and bending. These are explained in detail. The effect of reduction
in bending moment capacity has been explained. The effect of lateral torsional
buckling has also been explained. The concept of overall strength determination
has been explained. The effect of relevantfactors including equivalent uniform
moment factor has been discussed.
Concept of limit state design of beam columns
Design of members subjected to combined forces
beam column examples
Beam column connections....
subjected to combined stress resultants asper stipulations of the draft IS: 800 –
LSM version where the draft code has dealt mainly with i) combined shear and
bending ii) combined axial tension and bending and iii)combined axial
compression and bending. These are explained in detail. The effect of reduction
in bending moment capacity has been explained. The effect of lateral torsional
buckling has also been explained. The concept of overall strength determination
has been explained. The effect of relevantfactors including equivalent uniform
moment factor has been discussed.
Concept of limit state design of beam columns
Design of members subjected to combined forces
beam column examples
Beam column connections....
compression members pdf
Compression members are structural elements primarily subjected to axial compressive forces and hence, their design is guided by considerations of strength and buckling. While pedestal, column and wall carry the loads along its length l in vertical direction, the strut in truss carries loads in any direction. The letters l, b and D represent the unsupported vertical length, horizontal lest lateral dimension, width and the horizontal longer lateral dimension, depth. These compression members may be made of bricks or reinforced concrete. Herein, reinforced concrete compression members are only discussed.
Example of cost estimation report sample
M/s. Burooj Properties have appointed M/s. Al Ain Consulting Engineers LLC to estimate the Construction Cost for 10 projects located at Abu Dhabi &a mixed used Development Project located at Sharjah Marina. The cost estimate calculation is done based on the Affection Plans and Highest& Best Used (HBU) received from M/s. JLL.
Cost estimate and unit rate analysis for building project
cost estimation methods
I. Calculating Material List for Concrete and other construction mat
A. Basic DataB. General Formula
C. Material list Calculation
II. Calculating Material for Masonry
A. Basic DataB. Stone Masonry Material Requirement
C. Brick Masonry for Super-Structure
D. Hollow Block Masonry for Super Structure
III. Mortar
A. Cement MortarB. Compo- Mortar
C. Light weight screed
IV. Roofing
A. Roofing out of corrugated iron sheet nailed on wooden trussB. Roofing out of corrugated Asbestos on wooden truss
C. Roofing out of EGA sheet on steel truss
V. Carpentry and Joinery
VI. Metal works
VII. Pointing
VIII. Plastering
IX. Rendering
X. Floor & wall tiles, skirting and window sill
A. Flooring B. Wall Tiles
C. Skirting
D. Window Sill
XI. Glazing
XII. Painting
XIII. Damp proofing and water proofing
A. Wall dump proofingB. Slab dump proofing
C. Roof dump proofing
XIV. Sanitary Work
A. PipesB. Sanitary Equipment
XV. Electrical installation / Electrical materials
XVI. Site work
A. DrainsB. Road construction (Flexible pavement) out of asphalt
C. Man - hole
XVII. Fence work
Calculating Labour RequirementXVIII. CALCULATING UNIT PRICES (ANALYSIS OF RATES)
Current price of construction materialLABOUR COMPOSITION AND AVERAGE PRODUCTION RATE IN BUILDING CONSTRUCTION ACTIVITIES
LABOUR IN PUT AND PRODUCTION RATE FOR THE PRODUCTION AND CASTING OF CONCRETE WORKS
CALCULATING UNIT PRICE
Reinforcement Checks
Reinforcement Cover:
It is essential that the steel reinforcement bars are surrounded sufficient impermeableconcrete to protect them from corrosion, and to allow the combined strength of the reinforcement and concrete to be effective.
Pre-Concrete Checks for Reinforcement:
The pre-concrete check for reinforcement essentially comes in two parts. The first part is a visual inspection by the clerk of works or equivalent.
It is essential that the steel reinforcement bars are surrounded sufficient impermeableconcrete to protect them from corrosion, and to allow the combined strength of the reinforcement and concrete to be effective.
Pre-Concrete Checks for Reinforcement:
The pre-concrete check for reinforcement essentially comes in two parts. The first part is a visual inspection by the clerk of works or equivalent.
COAGULATION - Definition and Measurement of Colloids
Many of the contaminants in water and wastewater contain matter in the colloidal form. These colloids result in a stable “suspension”. In general the suspension is stable enough so that gravity forces will not cause precipitation of these colloidal particles. So they need special treatment to remove them from the aqueous phase. This destabilization of colloids is called “coagulation”.
Objectives and Methods of Analysis and Design pdf : concrete and steel
Lesson 1 : Objectives and Methods of Analysis and Design
At the end of this lesson, the student should be able to:• state the four objectives of the design of reinforced concrete structures,
• name the three methods of design of concrete structure and identify the best
method of design,
• state the basis of the analysis of the structure,
• express the design loads in terms of characteristic loads in limit state and
working stress methods,
• define the characteristic load,
• name the different loads, forces and effects to be considered in the design,
• state the basis of determining the combination of different loads acting on the
structure
Lesson 2 : Properties of Concrete and Steel
At the end of this lesson, the student should be able to:• know the properties of concrete inrespect of strength, deformation and
durability
• know the properties of steel used as reinforcement in concrete structures
•understand the importance of quality control, inspection and testing of
concrete and steel in several steps from its basic preparation to the removal
of formwork after the construction
• recommend the acceptance of good concrete based on sample test of
specimens, core tests, load test and non-destructive tests
Braced frame design example in excel
bracing bent analysis for lateral loads - calculation with spreadsheet excel document.
Download
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design of bracing in steel structures
column splice design example xls
steel column design example excel spreadsheet
steel column base plate design example
steel bracket design example
column splice design example aisc
worked examples for the design of steel structures
aisc connection design examples
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design of bracing in steel structures
column splice design example xls
steel column design example excel spreadsheet
steel column base plate design example
steel bracket design example
column splice design example aisc
worked examples for the design of steel structures
aisc connection design examples
DESIGN OF FLAT SLAP
FLAT SLAP of Common practice of design and construction is to support the slabs by beams and support the beams by columns. This may be called as beam-slab construction. The beams reduce the available net clear ceiling height. Hence in warehouses, offices and public halls some times beams are avoided and slabs are directly supported by columns. This types of construction is aesthetically appealing also. These slabs which are directly supported by columns are called Flat Slabs.
end plate moment connection xls design example
Single 4-tension bolt end plate moment connection
Double 4-tension bolt end plate moment connections
Single 8-tension bolt end plate moment connection
Double 8-tension bolt end plate moment connections
"ENDPLMC9" is a spreadsheet program written in MS-Excel for the purpose of analysis and design of end plate moment connections per the AISC 9th Edition (ASD) Manual. Specifically the program can analyze both single 4-tension bolt and 8-tension bolt configurations, as well as the conditions of having moment connections on each side of the column attached to the column flanges.Connection Detail for Built-Up Beam to Column with excel
spreadsheet for Connection Detail for Built-Up Beam to Column in excel.
Design of steel connection - bolted connexion
Design of steel structure - example of bolted connexion
Connection classification : Classification based on the type of resultant force transferred: The bolted connections are referred to as concentric connections (force transfer in tension and compression member), eccentric connections (in reaction transferring brackets) or moment resisting connections (in beam to column connections in frames).Flat slab design pdf
Complete lesson of Flat slab design
1. What is a flat slab?- Flat Slab resting directly on columns
- Flat Slab with drop panels
- Flat slab with drop panel and column head
- Flat slab with column head
2. Types of flat slab
3. Benefits of flat slab
4. 1 Behaviour of Slab supported on Stiff , Flexible and no beams
4. 2 Structural Behaviour of Flat Slab
5. Distribution of Total Panel Moment in different zones
6. General Design Considerations
7. Determination of Bending Moment CL 31.3
//////////
Water treatment ppt presentation
- Conventional Surface Water Treatment
– Screening-Sedimentation
- Drag Coefficient on a Sphere
- Reynolds Number for a Floc
- Laminar Flow Boundary
- Sedimentation Basin
- Sedimentation Basin: Critical Path
- Sedimentation Basin: Importance of Tank Surface Area
- Lamella
- Design Criteria for Sedimentation Tanks
- Sedimentation of Small Particles?
- Particle/particle interactions
- Energy Barrier
- Coagulation
- Coagulation Chemistry
- Coagulation Chemistry
- Coagulant introduction with rapid mixing
- Flocculation-Flocculation
- Flocculator Design (Prior to 1992): The “shear is dominant” assumption
- Improved Model Development
- Heterodisperse, Rectilinear Flocculation
- Rectilinear Collision Frequency
– Transport Mechanisms
- Differential Sedimentation
- Herterodisperse, Curvilinear Flocculation
- Dominant Collision Mechanisms
- Curvilinear Simplified Conclusions
- Application of Results
- Mechanical Flocculators
- Hydraulic Flocculators
- Potential Research Project
- Sludge Blanket Flocculator/Sedimentation Tank
- Flocculator Design
- Basic Mechanism of Bed Load Sediment Transport
- Threshold of MovementShields Diagram (1936)
- G and t and biggest particles
- Recommended G and Gq values: Turbidity or Color Removal
- Suggested Design Process
- Vertical
- flow Baffled Flocculator
- Scaling floc sed down to POU
- Coagulants
- Upflow Flocculator/Sedimentation Tank particle capture
- Physical Characteristics of Floc: The Floc Density Function
- Floc Density Function: Dimensional Analysis!
- Additional Model Limitation
- Floc Density and Velocity (Approximate)
- Flocculation/Sedimentation: Deep vs. Shallow
- Flocculation/Sedimentation: Batch vs. Upflow
- Frictional Losses in Straight Pipes
Tags :
water treatment works
water treatment chemicals
water treatment systems
water treatment plant
how a water treatment plant works
wastewater treatment
diagram of a water treatment plant
what is a water treatment facility
water treatment books pdf
water treatment plant operation chapter 8
8 way water treatment
module 8 water treatment
8-way boiler water treatment
8 steps of water treatment
chapter 8 drinking water treatment chemicals
grade 8 science water treatment
– Screening-Sedimentation
- Drag Coefficient on a Sphere
- Reynolds Number for a Floc
- Laminar Flow Boundary
- Sedimentation Basin
- Sedimentation Basin: Critical Path
- Sedimentation Basin: Importance of Tank Surface Area
- Lamella
- Design Criteria for Sedimentation Tanks
- Sedimentation of Small Particles?
- Particle/particle interactions
- Energy Barrier
- Coagulation
- Coagulation Chemistry
- Coagulation Chemistry
- Coagulant introduction with rapid mixing
- Flocculation-Flocculation
- Flocculator Design (Prior to 1992): The “shear is dominant” assumption
- Improved Model Development
- Heterodisperse, Rectilinear Flocculation
- Rectilinear Collision Frequency
– Transport Mechanisms
- Differential Sedimentation
- Herterodisperse, Curvilinear Flocculation
- Dominant Collision Mechanisms
- Curvilinear Simplified Conclusions
- Application of Results
- Mechanical Flocculators
- Hydraulic Flocculators
- Potential Research Project
- Sludge Blanket Flocculator/Sedimentation Tank
- Flocculator Design
- Basic Mechanism of Bed Load Sediment Transport
- Threshold of MovementShields Diagram (1936)
- G and t and biggest particles
- Recommended G and Gq values: Turbidity or Color Removal
- Suggested Design Process
- Vertical
- flow Baffled Flocculator
- Scaling floc sed down to POU
- Coagulants
- Upflow Flocculator/Sedimentation Tank particle capture
- Physical Characteristics of Floc: The Floc Density Function
- Floc Density Function: Dimensional Analysis!
- Additional Model Limitation
- Floc Density and Velocity (Approximate)
- Flocculation/Sedimentation: Deep vs. Shallow
- Flocculation/Sedimentation: Batch vs. Upflow
- Frictional Losses in Straight Pipes
Tags :
water treatment works
water treatment chemicals
water treatment systems
water treatment plant
how a water treatment plant works
wastewater treatment
diagram of a water treatment plant
what is a water treatment facility
water treatment books pdf
water treatment plant operation chapter 8
8 way water treatment
module 8 water treatment
8-way boiler water treatment
8 steps of water treatment
chapter 8 drinking water treatment chemicals
grade 8 science water treatment
water treatment process ppt lesson
water treatment process presentation.
Drinking water should be essentially free of disease-causing microbes, but often this is not the case.- A large proportion of the world’s population drinks microbially contaminated water, especially in developing countries .
Using the best possible source of water for potable water supply and protecting it from microbial and chemical contamination is the goal
- In many places an adequate supply of pristine water or water that can be protected from contamination is not available
The burden of providing microbially safe drinking water supplies from contaminated natural waters rests upon water treatment processes
- The efficiency of removal or inactivation of enteric microbes and other pathogenic microbes in specific water treatment processes has been determined for some microbes but not others.
- The ability of water treatment processes and systems to reduce waterborne disease has been determined in epidemiological studies
Underwater construction in ppt and doc lessons
Underwater
concrete construction is a critical component of the entire project. It is
technically demanding, usually on the critical path of the project. It is
technically demanding, usually on the critical path of the project schedule,
and involves complex construction logistics. Therefore, its significance in the
project far beyond the concreting operations themselves, in essence, underwater
concrete can be constructed with the same degree of reliability as above-water
construction. But if it is not carried out properly, with the proper concrete
mixture and placement procedure, underwater concrete construction can result in
a major cost and schedule overrun. This is the area where sound design and
competent construction planning can achieve
a meaningful reduction in risk and cost.
Here yo'll find 4 lessons about this subject.
Design of steel structure - complet lesson
Complet lesson in design of steel structure.
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design steel structure pdf
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design of steel structures s k duggal pdf
plane frame analysis of portal and gable rigid plane - spreadsheet xls
FRAME --- PORTAL AND GABLE RIGID PLANE FRAME ANALYSIS xls
"FRAME" is a spreadsheet program written in MS-Excel for the purpose of plane frame analysis of portal and gablerigid plane frames subjected to various types of loading. Specifically, the "stiffness matrix" method of analysis is used to determine the unknown joint displacements, support reactions, and member end forces. Individual frame members are also analyzed to determine the shears and intermediate moments. Plots of both the shear and moment diagrams are also produced. Also, the frame is drawn for visual confimation of geometry/configuration.Design of structural systems pdf
Design of Structural Systems CIE-600
A PRESENTION ON THE DESIGN OF AN OFFICE BUILDING
- General information about the building
- Design of Slabs
- Design of Beams, columns and Foundation
- Design of shear and retaining walls
- Design of Stair case
- Green Engineering and Aesthetics Aspect
- Material (concrete) Usage Estimation
- References
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