The document outlines various construction methods and sequences for projects including seaports, airports, roads, and gas facilities, highlighting activities such as dredging, pavement preparation, and bridge construction. It details specific processes, equipment, and quality control measures necessary for asphalt paving and concrete work, emphasizing efficiency and adherence to specifications. Additionally, the document includes visual aids and infographics to illustrate workflows and construction methodologies.

1. Includes:- Methods, Sequence & Plant
Contents David H Moloney Jan 2019
1 Sea Port
a Sea Port Construction - dredging, reclamation, breakwater and quay wall
b Quay Wall
c Breakwater
2 Airport
a Asphalt Pavements Airport
b Concrete Pavement Airfield Muscat Airport Passenger Terminal Muscat Airport Runway
c Airfield Ground Lighting
d 132KVa Cable Laying
e Fuel Storage Tank
f Runway 3D Model
g Tests on Asphalt Pavement
h Tests on Concrete Pavement
3 Roads & Bridges
a Bridge with Post-tension Deck
b Motorway on Embankment
c Divert Live Motorway Traffic Oman Duqm Sea Port Muscat Road Bridge
4 Metros
a Underground Station
5 Oil & Gas
a Pipe Rack
b Terminal & Jetty
c Pipeline
6 Piling & Ground Improvements
a Insitu Piles
b Ground Improvement - Stone columns
c Diaphragm Wall Muscat Motorway Dubai Marina Highrise
7 Miscellaneous
a Quarry Operation & Aggregates Production
b Concrete Batching Plant
c Asphalt Batching Plant
d Security Fence
e Reinforced Concrete
f Excavation Safety
g Dewatering
h Cofferdam for Pipeline Oman Khazzan Gas Processing Plant Sharjah Highrise
i Hoardings & Temporary Fences, Gates
8 Buildings
a Airport Terminal Building
b Airport Piers
c Air Traffic Control Tower
d Roof Metal Covering
e Chiller Building
g Highrise Plant & Equipment
9 Controls
a Progress Report - Dashboard Muscat Airport Oman Gas Terminal
Construction Presentations - Buildings, Civils, Marine, Oil & Gas, Seaport and Airport

2. David H Moloney
Dredging&ReclaminationPrecastYardBreakwaterHarbourWall
o
Harbour - Construction Infographic

3. David H Moloney
Overview of Work Activities Dredging for Foundation Rockfill Foundation Placing Stone Screed
Placing Precast Blocks Filling behing Quay Wall Construct Coping Beam Ship to Shore Cranes
Overview of Worl Activities Dredger Screed Frame Precast Yard
Lifting Precast Block Filling behind Quay Wall Reclamation by Spraying Sand Fixing Fenders
o
1bQuay Wall - Construction Infographic

4. David H Moloney
Overview of Work Activities Dredging Filling with Barge Rock Fill
Rock Armour Placing Precast Armour Wavewall Geotextile and Reclamation
Overview of Work Activities Rock Fill Rock Armour PrecastArmour
Load Precast Armour Placing Precast armour Constructing Wavewall Wavewall
o
1cBreakwater - Construction Infographic

5. Level Control
1 For Base & Binder courses
WorkMethodChartIntroductionC
Stringline & Joint-matching Shoe or averaging beam
2 For wearing course
David H Moloney Method using 2 # Pavers working in Echelon Set paver screed to achieve a compacted thickness of 40mm
Contract:- Muscat Airport Expansion new Runway
References - 1 Method Statement # 40 Level Tolerances Spec Series 400, page 34
2 Specification Series 400 Asphalt Paving Surface +/- 6mm
3 ITP for Bituminous Pavement Activities SE-CTJ-01CW-PLN-00006 Under Straight edge 3mm with 3 m long beam
Level Equipment Marini Asphalt Batching plant
Lead Paver 2 # stringlines Model - Top TOWER 4000 P
Trailing Paver 1 # stringline & joint-matching shoe Plant Capacity - 300 tonnes per hour
Pins set at 10 centres with wire 100mm over finish level Mixer batch Capacity - 3.5 tonnes
Hot mix Storage - 126 tonnes
Wibau Asphalt Batching plant
Plant Capacity - 180 tonnes per hour
Hot mix Storage - 100 tonnes
Compaction Stages Mixer model - WKM 250-4
1 Initial aka Asphalt Ingredients Approximate Weights 250 tonne with 4# screens
Breakdown Rolling Bitument 60/80 = 4.8% of mix weight
Polymer 3.8 kgs per tonne of mix
2 Intermediate Rolling
main compaction compaction Batching Plants Capacity
Marini 300 t / hr (TopTower 4000 P)
3 Finish Rolling Wibau 250 t / hr
Total 550 t / hr
Take output @ 450 t / hr
Vogele Super 1900-2 tracked Pavers
Testing Extending Screed type AB 600-2 TP
Levels by Engineers level
Smoothness by Straight Edge
Compaction by Cores
Ingredients by Sample to Lab
Temperature by Digital Thermometer
Lorry 35t Round-trip Cycle Time Asphalt Paving - Outputs & Pave Speed
Travel from batching plant to siteAv 5km 10 minutes Length of runway appro 5,000 m Train of Laydown & Compaction Plant PTR - Pneumatic Tyre Roller
Queue, Reverse, Unload & Pull out 10 minutes
Thickness 7.5m strip t/m
Loads
per hour
Lorry
unload
cycle
metres
per hour
Tonnes per hour
per Paver
Delivery :- Tippers & Tractor units with trailers
Return to batching plant 10 minutes Wearing Course 40 mm 7.5m x 1m x 0.04m x 2.6t/cm 0.78 t/m 6.6 # 9 min 290 m 225 t / hr Pavers:- Asphalt Paver - Vogele Super 1900-2
Mix & Load 10 minutes Binder Course 50 mm 7.5m x 1m x 0.05m x 2.6t/cm 0.98 t/m 6.6 # 9 min 225 m 225 t / hr Site Pave width 7.5 m Capacity 225 t / hr / paver
Total 40 minutes Base Course 70 mm 7.5m x 1m x 0.07m x 2.6t/cm 1.365 t/m 6.6 # 9 min 160 m 225 t / hr Rollers :- PTR Pneumatic Tired Roller - Bomag BW 25 RH 25 tonne
=> 10 # Lorries capacity 35t required Prime Coat MC70 Applied to CABC surface - 0.5kgs to 0.6 kgs per m2 Application temperature 90*C +/-5*C PTR Pneumatic Tired Roller - Bomag BW 24 R 24 tonne
Tack Coat SS-1 Between asphalt layers - 0.2kgs per m2 to 0.35 kgs per m2 Application temperature 20*C to 70*C Tandem vibratory Roller - Bomag BW161 AD-4 10 tonne
Compaction of Asphalt Roller Pattern - Temp 121 to160*C
For 7.5m wide strip & Output 225t/hr Rate of paving 290 m per hr or 5 metres per minute Paver :- Vogele Super 1900-2 Tracked Paver Temperatures
Aim - Rolling to achieve target density and smoothness of surface Storage of Bitumen 150*C Incidental Plant & Equipment
Initial or Breakdown Rolling Intermediate Rolling Finish Rolling Mixing 165*C Mechanical Suction Brush
Laying 150*C Roller with cutting wheel for longitudinal joints
Initial Rolling min 150*C Road Saw for transverse Joints
Cut longitudinal Joint max 80*C Water Bowzer & Welfare Facility with Toilet
Roller type : Steel Tandem RTR Steel Tandem
Pneumatic Tyre Roller
Typical Crew
Make & model : BW 161 AD-4 BW 25 RD BW 161 AD-4 Engineer Tandem Roller Operatives Environmental Issues - Wastage & Efficiency
# of Rollers 1 # per 7.5m strip 1 # per 7.5m strip 1 # per 2 x 7.5m strips Supervisor Paver Operator
# of Passes : 4 # 6 # 2 # Foreman Rake Hand x 2#
Vib / Static : 2 # Static & 2 # Vibration Static 2 # Vibration & 2 # Static Extending Screed type AB 600-2 TP Setting-out Surveyors Labourer x 4#
Weight ballasted 10 tonne Varible Pave Width 3m to 6m , with bolt on extensions to 9.5m Screw man Levels x 2#
Speed : 5 Km/hr 4.5Km/hr 8 Km/hr PTR Roller Operator x 2# Banksman
Tyre Pressure : Pass is "one coverage" by the roller in one direction Breaks for meals 30 minutes maximum
Pneumatic Tyre Roller (PTR) used to knead the mix and achieve most compaction.
Joints Construction Details:- 1 Traverse : Temporary ramp to allow rollers to pass, prior to restart vertical joint cut, stagger joints across adjacent strips by 3 metres.
2 Longitudinal : Add extra 100mm width to pave width for cutting back, offset joints by 300mm, cut with roller wheel when asphalt is below 80* C . Paint joints with tack coat Lorry tanker for Prime & Tack Coat
Compaction Requirement :- 94% of Gmm ie Max theroreticalNote :- Vertical joint surfaces sprayed with tack coat, particular attention paid to ensure compaction on hot side of joint.
Sheet 20
Phoenix Model FC 8000 with spray bar, pressure pump
and devise to measure rate of application
10 tonne
Material Waste - Keep tight control by reconciling daily the
quantity of bitumen used at the batching plant and asphalt mix
used on site, against the theorical to establish the daily waste
factors.
Ensure level of aggregate layer under the asphalt base course is
not low. As the daily crew cost if fixed, seek ways to improve the
daily output without compromising quality.
25 tonne
Lorry load 34 t
43 m / load
34 m / load
24 m / load
Pave Speed
for removing marks, creases &
to polish surface
Road Planer
Steel Tandem Drum Roller
Exerts both vertical & horizintal force to knead the
asphalt for high compaction.
5 m/min
4 m/min
2.6 m/min
Prime Coat - apply by lorry with spray bar @ 90 *C & allow to cure for 24 to 48
hours
Surface Preparation - remove loose material & dirt with mechanical brush
Roller Pattern to be determined by Compaction Test Strip for
checking density & smoothness, detailing sequence of rollers, # of
passes, speed of rollers and vibratory or static passes.
Lorry mounted Bitumen Sprayer c/w hand lance for cold joint
sealing
Runway Asphalt Paving - Construction Infographic
Asphalt Batching Plant Schematic Joint Pattern across Runway
60 lbs/in
Main Parts
1. Cold bins 9. Hot Bins
2. Cold feed gate 10. Weight box
3. Cold Elevator 11. Mixing unit - pugmill
4. Dryer 12. Mineral Filler storage
5. Dust Collector 13. Hot asphalt cement storage
6. Exhause stack 14. Asphalt weight bucket
7. Hot elevator
8. Screening unit
Initial aka
Breakdown Rolling

6. Specification Requirements Level Control
Concrete PQ ( Pavement Quality) Stringlines & sensors
CostControls.Savecon
David H Moloney Mix :- 50N40 w/c ratio 0.42% 25mm slump Finish :- Brush Level Equipment
Curing by :- Initial by curing agent then moist hessian & plastic sheeting for 14 days 2 # stringlines
Protection :- Keep traffic and pedestrians off slabs for 14 days Pins set at 5m centres with wire 350mm over ground level
Separation Membrane :- Plastic Sheeting Paver with autonated level control , sensoring two stringlines
References - Joints Level Tolerances
1 Method Statement # 31 Expansion @ 50m c/c Surface +/- 10mm Concrete Batching Plants
2 Specification Series 5100 Pavement Concrete Contraction @ 5 m c/c Under Straight edge 3 m long. 3mm on slabs & 5mm across slabs Liebherr Mixer 2# 27m3 per hour each
3 ITP SE-CTJ-01CW-PLN-0008 Longitudinal @ 5m c/c Slab Thickness NACE Mixer 1# 43m3 per hr
4 Drawings SE-CTJ-CWCA-X-12000X-63011 Sealant for concrete joints - Cold applied Polyurethane or polysulphide Not less than designed thickness by 15mm on average Above based on 45 second mixing times
Materials Approval Submissions Sealant for concrete to asphalt joints - Hot applied
Temperatures :- Fresh max 32*C, during hardening max 65*C
Sun's Rays Protection :-
Wastage & Efficiency Cover with canvas shade set 300 high
Tipper Lorries
3 axles, 8m3
Vibrator fitted to aid discharge
Slab Thicknesses
Runway & Aprons = 450mnm
Stands & Isolation Bays = 390mm
Fuel Farm = 250mm Gomaco Placer / Spreader
Model PS 2600
Separation Membrane
Plastic separation membrane placed on Cement Stabilised Base Course CSBC
Testing Train of Plant Gomaco Slipform Paver GP-2600
Spray Bitumen coat, better than plastic sheet as paver will tear it. Consistence by slump cone Delivery :- Tipper lorries
Compressive strength by Cubes Placer :- Gomaco Placer / Spreader with side conveyor
Quantities, Outputs & Durations Levels by Engineers level Slipform Machine:- Gomaco GP-2600
Lorry Round-trip Cycle Time Quantities Smoothness by Straight Edge Touch up :- Off foot bridge on wheels
Travel from batching plant to site Av 5km 10 minutes Slabs for Runways & Taxiways = 12,400 m3 Ingredients by Sample to Lab Brush :- Gomaco Texturing Machine
Queue, Reverse, Unload & Pull out 3 to 5 minutes Aprons & Aircraft Stands = 127,200 m3 Texture depth by Sand patch method Curing :- Spray off foot bridge on wheels
Return to batching plant 10 minutes TOTAL = 140,000 m3 Cutting Joints :- Saw cut contraction joints within 10 hours
Mix & Load 10 minutes Dowel drilling :- Drilling Rig
Total 40 minutes Output per Day (10 hrs shift) 7 # by 45 m long strips = 700 m3 / day
=> 8 # Lorries with capacity 8m3 required
Materials Typical Crew Gomaco Texturing Machine
Concrete Mix Details Concrete 50N40 25mm slump Engineer Model = TC 400
50N40 with < 25 mm slump. Temp <32*C Curing Agent - Concure by Fosroc Supervisor
Slipform - Outputs & Pave Speed 392 kgs Cement Joint Sealant Slilform Operator
Rate of Pour = 100 m3 per hour 98 kgs Fly Ash Hot - Igas-K by Sika Labourer
Sequence of Construction :- Volume per metre run = 2.25 m3 per metre run 594 kgs Washed Natural Sand Cold - Colpor by Fosroc Banksman
Hit and Miss strips Linear metres per Hour = 45 linear metres per 60 minutes 34 kgs Dune Sand Joint Filler Hydrocell by Fosroc Breaks for meals 30 minutes maximum
Hand lay stop ends with shutter & return ends Rate of Pave = 0.75 linear metres per minute 329 kgs 12mm Crusher Agg Anchor Grout for Dowels Lokfix by Fosroc
Formwork at start 402 kgs 20mm Crusher Agg
Alternative put a stop end in 0.75m past the original line and deep saw at a later date, 402 kgs 40mm Crusher Agg
Jump Bay at expansion joints 162 kgs Water within 10 hours
49 kgs Admixture Rheobuild 857
Sequence of Construction Photos Note :- Position of ground lights relative to slab joints to be looked at. 0.75 ltrs Admixture Micro-100
Sealing Joints hot sealant
Dowel Cage 5m x 5m x 0.45m concrete pavement Slab
Dowels & Tie-bar
Placer with side conveyor Slipform Paver Float at back Foot bridge Texturing Machine Foot Bridge 40 mm dia coated for Contraction & Expansion Joints
Step 1 Step 2 Step 3 Step 4 Step 5 16 mm dia for Longitudinal joint with Key ( Tie joint)
Unload place, spread, strike off Vibrate, Screed & Float Touch up Brush Finish Curing by spray Note expansion joints dowels to have caps
& Final touch up Dowels preassembled in cages for contraction joints Dowels Drilling Rig
Note - No reinforcement in slabs 500 # holes per day per Rig
Material Waste - Keep tight control by reconciling daily the quantity of concrete
used on site, against quantity that will be paid to establish the daily waste factors.
Ensure level of cheaper aggregate layer under is not low. As the daily crew cost if
fixed, seek ways to improve the daily output without compromising quality.
Concrete Pavement by Slipform
Construction Infographic
Saw Contraction joints
Telescopic Frames 3.66 m to 9.75 m
60 # persons

7. David H Moloney
Inset Runway Lighting & Elevate Approach Lighing Inset Light & Pot Layout of Trenches Cross Section of Inset Ground Light
Cutting Trench for Ducts Placing Ducts Manhole Precast Bachfilling Trench with Concrete
Core Drilling for Inset Light Removing Core Fixing inset ground light Placing Cables in ducts
Approach Lights - Elevated Approach Lights - Elevated Electrical Sub-Station Electrical Sub-Station
o
Airfield Ground Lights - Construction Infographic

8. C:UsersDavid MoloneyContactsDesktopConstruction Infographic2d Cable Laying Construction Infographic -
132 KV Electricity Cable - Main Electricity Supply to Airport
David H Moloney
Crane unloading Cable drums Cable drum with Lifting Beam Cable drum set up on Stand for dispensing Cable Winch
Cable Pulling Winch
Connection Cable to Winch Rope on rollers. Output ;-
layout rollers and pull 800 m of cable per day
Cable pulled around corner Testing Cables
Primary Sub Station Primary Sub Station Primary Sub Station - Transformer Primary Sub Station
Cable Laying - Construction Infographic

9. Constructed by the Jack-up Method
David H Moloney
Base
Step 1 Step 2 Step 3 Step 4 Step 5
Step 1 - Step 2 - Step 3 - Step 4 - Step 5 -
Earthworks & underground Pipework Concrete Ring & Waterproofing Asphalt Take delivery of curved plates and store in cradles Floor Plates & 1st 2 rings
Walls&Roof
Step 1 Step 2 Step 3 Step 4 Step 5
Step 6 - Step 7 - Step 8 - Step 9 - Step 10 -
Roof Roof Install jacks Jack up & fit curved plates Jack up & Fit plates to form rings and Repeat
Accessories,Coating
Step 1 Step 2 Step 3 Step 4 Step 5
Step 11 - Step 12 - Step 13 - Step 14 - Step 15 -
Weld final ring of plates together and to floor Fix stairs Fix Handrail Fix Handrail Sand blast & apply Coating
0
Fuel Storage Tanks - Construction Infographic

10. 2f Model use to generate animation to show methods and sequence of construction
David H Moloney
Culvers Crushed aggregate Basecourse Ashphalt Paving Ground Lights Line Marking
ILS Localiser Slipform Concrete Pavement Approach Elevated Light Taxiway Sign Check Flight 0
Runway 3D Model - Construction Infographic

11. C:UsersDavid MoloneyContactsDesktopConstruction Infographic2g Asphalt Pavement Test Infographic -
References
Method Statements
SE-CTJ-01CW-MST-00040
David H Moloney ITP
SE-CTJ-01CW-PLN-00006
The maximum theoretical density (or Rice Density) is the unit
weight of the mix if it were compacted so it contained no air
voids.
TEST & PURPOSE :- Rice Density Test is a test to
compute the Maximum Specific Gravity (Gmm) of Asphalt
TEST & PURPOSE :- Tensile Strength of asphalt
generally and across joints
TEST & PURPOSE :- Compaction by testing cores from
site
TEST & PURPOSE :- Thickness by measuring cores from
site
TEST & PURPOSE :- Hamburg Wheel tracking Test. Use
this test method to determine the premature failure
susceptibility of bituminous
mixtures
Tolerance :- For joints 80% on general Tolerance:- Min 94% of Maximum Specific Gravity Gmm Tolerance:- Reguired thickness -5mm Tolerance:-
Location:- On-site Laboratory Location:- On-site Laboratory Location:- On-site Laboratory Location:- On-site Laboratory Location:- On-site Laboratory
Metal beam 3 mt. long suspended by two legs at the extremities.
Along with two graduated wedges for measuring
.
TEST & PURPOSE :- Extraction(Bitumen content &
Gradation) to measure ingredients
TEST & PURPOSE :- Compaction by Cores
TEST & PURPOSE :- Smoothness by straight edge and
measuring gap underneath in middle
TEST & PURPOSE :- Engineers Level & Staff used to take
levels
TEST & PURPOSE :- Temperature by digital therometer
Tolerance :- +/- %
Tolerance:- Min 94% of Maximum Specific Gravity Gmm ie
the maximum theoretical density (or Rice Density)
Tolerance:- Max 6mm with 3m straight edge Tolerance:- +/- 6mm Tolerance :- Varies
Location:- On-site Laboratory Location:- On-site Location:- On-site Location:- On-site Location:- Batching Yard & On-site
Asphalt PmB Basecourse Tests Infographic

12. C:UsersDavid MoloneyContactsDesktopConstruction Infographic2h Airfield Pavement Concrete Testing Infographic -
David H Moloney
ITP SE-CTJ-01CW-PLN-00011 & 12
1
TEST & PURPOSE :- Consistency by Slump cone TEST & PURPOSE :- Cube & core testing for
Compressive Strength Development
TEST & PURPOS :- Flexural Strength Development. By
beams 150mm sq x 750mm
TEST & PURPOSE :- Temperature Development using
Thermo coupler
TEST & PURPOSE :- Take cores to measure Thickness TEST & PURPOSE :- Dowel Pull out Testing
Tolerance :- Max. allowable deviation on target value +/- ⅓
+ 10mm
Tolerance :- Min 50N Tolerance :- Min 5.0 Mpa Tolerance:- The temperature shall be measured in the middle
of the slab vertically. Reading for 3 days at 8hrs intervals. Max
Temp 65*C
Tolerance:- Not less that 25mm from design & verage of the
three cores shall not be less than the design thickness less
15mm
Location:- On-site Location:- On-site Laboratory Location:- On-site Laboratory Location:- On-site Location:- On-site Location:- On-site
100mm dia by 50mm thick concrete cylinders
TEST & PURPOSE :- Chloride Penetration Depth TEST & PURPOSE :- Sand Patch Texture TEST & PURPOSE :- Smoothness by straight edge and
measuring gap underneath in middle
TEST & PURPOSE :- Engineers Level & Staff used to take
levels
TEST & PURPOSE :- Temperature by digital therometer
Tolerance :- For 50 N concrete minimum after 56 days =
5? 10
-12
m
2
/S
Tolerance:- Texture depth shall be minimum1.0 mm and no
single values shall be less than 0.6 mm.
Tolerance:- ±3 mm in slab middle and ±5 mm across joints. Tolerance:- +/- 10mm from the design elevations. Tolerance :- Max 32*C
Location:- On-site Laboratory Location:- On-site Location:- On-site Location:- On-site Location:- Batching Yard & On-site Location:- On-site
1
Airfield Pavement Concrete Tests Infographic
Concrete 50N40: Machine-lay work < 40 mm slump & for hand-lay work 50 to 90 mm slump.
TEST & PURPOSE :- Combined Anemometer, Thermometer
& Hygrometer to measure air temperature, relative humidity,
and wind velocity

13. C:UsersDavid MoloneyContactsDesktopConstruction Infographic3a Bridge - Construction Infographic
Bridge Deck Construction - Insitu with void formers & post-tensioned
Bridge with Post tensioned Deck
David Moloney
Step 1 - Falsework, Soffit Formwork & Bearings Step 2 - Fix Reinforcement Step 3 - Fix Ducts for stressing Step 4 - Fix Stop ends & Anchor Coens
Spiroflex 85 mm dia tubing & vent pipes
Vent Pipe Duct Profile curved
Anchor Anchor
Abutment Abutment Pier Abutment .
Pier Longitudinal Deck Section Duct
Walkway & Working Platform Grout Tube
Abutment Block
Wedges Coen
Strands
Anchorage for Strand Tendon .
Sequence for Walls Pours Abutments
C2 Bottom Adapt shutters Adapt shutters Alternatively done after Concreting
A2 Bottom C4 Bottom C6 Bottom Step 5 - Push in Stressing Strand Step 6 - Fix void Formers Step 7 - Pour Deck Step 8 - Pour Parapet Upstands
C2 Top A4 Bottom A6 Bottom Strand Dispenser & Pusher Material - Expanded polystyrene formers & metal fixings Concrete pumps 32 m boom x 2 nr
A2 Top C4 Top C6 Top Strand 15.2 mm dia high tensile Used to reduce the deadweight of the structure. 420 m3 of concrete or 61 loads, pump 8 loads per hour
A4 Top A6 Top Speed 40 to 60 m per minute
Typically 20 nr. strands per Tendon
Bridge 182 - Deck Pour Methodology
Materials
C 50 Slump 125 +/- 25
Concrete Volume 1,200 cu. M.
Approx 50m long x 24m wide x 1 m deep Step 9 - Stress deck & Erect Railing Step 10 - Strike Falsework & Formwork Step 11 - Grout Tendons Step 12 - Waterproof Deck
Plant Paths & Rubbing Strips
Batching Plants on Site. Located @ NDA Per Hour Asphalt to carriageway
2# Liebherr Betomix 2.25 outputs 60 cu m per hour each100 cu m Jack 350 tonne multi stand & Hydraulic Pump. Grouting provides:- Grout Mixer & Pump
1# Turkish plant outputs 60 cu m per hour each50 cu m Strand extensions are measured during loading. 1. Corrosion protection to the strands.
Concrete Pumps 2. A bond between the strands and the surrounding concrete.
Positioned on either side of deck, will be moved once during pour. Span centres lift during stressing.
42m Boom capacity 50 cu m per hour
42m Boom capacity 50 cu m per hour100 cu m.
Duration; 12 hours
Lorries Capacity 8 cu m per load
Cycle time Load travel discharge & return to bataching plant = 60 minutes
100 cu m per hour divided by Lorry 8 cm per hour = 13 lorries
Vibrating Equipment 6 # 50mm dimeter Electrical internal poker vibrators
Concrete Finishing Equ Levelled by Shovels & rakesAluminium Screed by Hand
Curing Equipment By liquid membrane using mechanical sprayer
Deck Construction Sequence
Step 1 Erect Falsework
Step 2 Erect Soffit Formwork
Step 3 Fix Bridge bearings Hot Weather Concrete
Step 4 Erect Formwork for Cantilever Ribs
Step 5 Fix Bottom matt of reinforcement & cages Specification requirements
Step 6 Fix ducts for tensioning Max Placement Temperature 32*C
Step 7 Fix stop ends and anchors for tensioning Max Core Temperature 65*C
Step 8 Fix void formers Maximum differential temperature 20*C
Step 9 Pour deck & contilever ribs
Step 10Push in stressing strand Actions to ensure above
Step 11Stress deck Flaked ice is used in mix to control temperature
Step 12Grout tendons Pour in evening in hot weather
Step 13Pour parapet walls Proper Curing
Step 14Pour curved Masking Fascia
Step 15Strike Falsework
Deck Pour 1,400 m3 5am to 9pm 4# pumps Step 16 Other Works Trial Deck Section
Joints, Paths, Rubbing Strips, Surfacing, Railing, Painting
Pumps Capacity 42m boom 60m3 per hour 35m boom 40m3 per hour
Falsework is the temporary scaffold system used to support the formwork to
the deck soffit.
Formwork aka shuttering is the casing used to contain concrete during
placement and hardening
Note: the tendon profile lies in the bottom of the deck in the mid-span region
and rises to the top of the deck over the supports. When the tendons are
stressed the deck is compressed in those regions where the load causes
tensile stress. Precompressing the tensile zones of the deck reduces cracking
to produce more durable concrete deck.
Construction Infographic

14. C:UsersDavid MoloneyContactsDesktopConstruction Infographic3c Divert Live Motorway Traffic R1 -
David H Moloney
Photograph prior to Permanent Diversion Photograph During Asphalt Paving
Location Map - New Airport Interchange Driving Posts for Safety Barrier
Start of Realignment End of Realignment Erecting Gantry for Road Signs Line Marking
Sequence & Methods to widen carriageway Sequence & Methods to widen carriageway Sequence & Methods to widen carriageway Sequence & Methods to widen carriageway
Diverting Live Motorway Traffic
• Set up advance road diversion warning signs.
• Police cars will block the motorway traffic.
Main Construction Steps
Step 1 Construct new motorway realignment off the line of existing motorway.
Step 2 Divert live traffic to Seeb onto new realigned Carriageway (Blue)
Step 3 Divert live traffic to Muscat onto new Carriageway. (Red) • Existing road markings that are made redundant will be painted black.
• After 4 weeks remove advance signage
Overview The temporary traffic measures will be used to warn, instruct and guide road users in the safe negotiation
through the Motorway diversion. All reasonable steps will be taken to ensure that the effects of the works on live traffic are
reduced to a minimum.
• At the start of Realignment - Move the plastic barriers to open the new realigned carriageway and close off the existing
carriagewaty to be made redundant.
• On completion of moving the plastic barriers the police will be advised to un block the carriageway and escort the traffic
along the new carriageway.
Sequence to Divert Live Traffic onto Realigned Motorway
Divert Live Motorway Traffic - Infographic
Step 1 Step 2 Step 3

15. The underlying ground hat to be strengthened David H Moloney
Ground Improvement by Stone Colums
Ground Improvement by Stone Colums
Ground Improvement by Surcharge Ground Improvement by Surcharge Rockfill Compaction Insitu concrete Barrier Wall
Asphalt Paving Asphalt Paving Scour Slope Protection by Riprap Road sign Gantry
Motorway on Embankment - Construction Infographic
3D Model used to generate Animation that shows Sequence & Methods

16. David H Moloney
o
Metro - Construction Infographic

17. David H Moloney
Photo of Pipe Rack
Cross sectiom
Stairs Tower Expansion Loop
o
5aPipe & Cable Rack - Construction Infographic
Sequence & Methods
Hanging Scaffold

18. David H Moloney
o
Oil & Gas - Construction Infographic

19. David H Moloney
Sideboom Pipelayer
Placing Pipe string in Trench
Set out Route & Strip & Grade Excavate Trench String out Pipes & Bends Weld Pipes together
Lower Pipe String into Trench Test Pipeline with Water Backfill Trench Reinstate Ground
5cOil /Gas Pipeline - Construction Infographic
Showing the Sequence of Work Activities

20. David H Moloney
o
Piles Insitu - Construction Infographic

21. C:UsersDavid MoloneyContactsDesktopConstruction Infographic6b Stone Columns Construction Infographic -
Bottom Feed Method David H Moloney
CPT (Cone Penetration Test)
References
Spec Series 2700 Stone Columns
Method Statement # 52 List of Equipment
ITP # 20 Crane min 80 t - for columns between 6.5 & 11 m deep
Drawings - Information For Construction Excavator 35t for columns up to 6.5m deep
Generator - 300 kV for vibrator motor
Compressor - 800 CFM for forcing stone down the tube
Telescopic Loader - 1.5 m3 bucket bottom opening
Step 1 Step 2 Step 3 Electronic measuring devise
Platform - Crushed rock & Geotextile Set Out pattern with pins
Materials
Crew 20mm to 45mm crushed rock.
Site Engineer
Foreman
Rig Operators
Loader Operator Generator
Banksmans mounted on Excavator
Setting-out team Compressor
Stone Columns @ 1.5m c/c triangle
( also @ 1.8m & 2.1m c/c triangle)
Minimum 750 mm dia
Average 800mm dia
=> 30% Displacement Ratio
Depth 6.5 to 11 m Depth Up to 6.5 m
Outputs = Average 3 # per hour Outputs = average 4.5 # per hour
Outputs & Times
1.5 m x 1.5m Equilateral Triangle Grid = 2.25 m2 per probe
Working - 12 # x 10hr shifts per week
Crane Rig
=> 360 # probes or 810 m2 / week
Excavator Rig How it Works;
=> 480 # probes or 1,080 m2 / week Penetration The Vibroprobe penetrates by vibration and aid of compressed air.
Plant Breakdown Rate - Generally 1 in 4 rigs under repair
0
Purpose
CPT device consists in a cylindrical probe with a
cone-shaped tip with different sensors that allow
a real time continuous measurement of soil
Vibro Compaction is used to densify peat & soft soils thereby increasing the ground's bearing capacity and
reducing settlement and seismic liquefaction potential.
Acts as drainage layer for water coming from
columns
Stone Columns Construction Infographic
Cone Penetration Test - Pre Treatment
- Pre Compaction
Vibroprobe - ( Hopper, Stone chamber, Tube, Vibroprobe & Stone
tremie pipe )

22. David H Moloney
Step 1 - Excavate and construct guide reinforced concrete
walls to ensure correct alignment of the proposed
diaphragm walls.
Step 2 - Excavate panels 6 metres long, keep 12 metres
from other excavated or freshly poured panels. Using crane
with suspended hydraulic grab or cutter with steering
mechanism to ensure verticality.
Step 3 - As excavation proceeds, the excavation is filled
with Bentonite. Bentonite which is a mixture of water and a
special clay, is used to support the excavation.
Step 4 - Insert steel Stop-ends with water-bar. The stop-
end will be remove during excavation of the adjoining panel.
Step 5 - Place prefabricated reinforcement cage in the
excavated panel.
Step 6 - Concrete the excavated panel with the placed
reinforcement cage, using two tremie pipes with hoppers to
prevent the cement washing out of the concrete during
pouring.
Diaphragm Walls - Construction Infographic

23. David H Moloney
Quarry
Rock type - Gabbro an igneous rock. Grey in colour. Moderately strong to strong. Processing Yard ( Crush & Screen)
Crushing Stages
Primary Crusher Secondary Crusher 3rd Stage Shaping Metso 410 NW
Metso LT 124 Capacity 124m3/hr Metso HP 200 Barmac Screening Plant
Jaw type crusher Cone Type Crusher Vertical Shaft Impactor To produce product fractions
Maximum Feed Size 700 mm Maximum Feed Size 150 mm Maximum Feed Size 40 mm 0-4mm, 4-12mm, 12-19mm, 19-25mm
To break rock down to max 150mm To break rock down to max 25mm To produce cubically shape Aggregate
o
Sequence - Strip Overburden, Drill & Blast benches to fragment rock, Secondary breaking of any oversized
rock by rockbreaker, Load and Haul to Processing Yard
Sequence - Crush, Screen 0-4mm, 4-12mm, 12-19mm & 19 -25mm, Load and Haul to Asphalt Batching
Yard. Capacity 120m3 per hour Total to be screened 2.7 million m3
Quarry Operation & Aggregate Production - Infographic

24. David Moloney
Concrete Mixing Plant ( TAV)
Maufacturer :- NACE
Hot Weather Measures Model :- MC14
Aggregate Bays covered with Sunshades Type :- Twin Shaft
Pre chilled water Chilled Water Tanks Mixer Capacity :- 2.25 m3
Ice Flakes added to mix water Outputs
Silos & Mixer trucks painted white Water Tanks Storage for Site With a 45 Seconds Mixing Time
Night pours Hourly output:- 43 m3 /hr
Minimise delivery time to site Ice Flake Plants 32 t per day each ( Manufacturer - KTI )
( Evaporator, Ice Making Machine & Ice flake store)
Wet Mix Macadam Mixing Plant Capacity 120m3 per hour
continuous mixing
NACE Mixer Plant - Twin Shaft 2.25m3 4# aggregate bins, Pugmill mixer
Wash Out Pit & storage / discharge hopper
& Settlement Tanks
Incidental Plant
Truckmixers ( Drum 8 to 9 m3) 20 #
Concrete pumps 32m boom (50 m3 / hr) 4 #
Loading shovels (Bucket 2m3) 2 #
Aggregate Storage Bays
14 Bays 10m x 30m x 2.5m high
Yard Managers Office
Concrete Mixing Plants ( CCC)
Liebherr Mixer NACE Mixer Maufacturer :- Liebherr
Mixer capacity 2.25 m3 2.25 m3 Model :- Betomix 2.25 A-R / RIM
Cement Silo 1# 500 tonne 5# 100 tonne Type :- Pan Mixer
& 2# 200 tonne Mixer Capacity :- 2.25 m3
Fly Ash Silo 1# 200 tonne 1# 30 tonne Outputs
Microsilica Silo 1# 30 tonne 1 # 30 tonne With a 45 Second Mixing Time
Hourly output:- 27 m3 /hr
Ice Flake Plant 1# 42 t/day 1# 32 t/day
Laboratory & Offices Liebherr Betomix 2.25m3 Mixing Plants - Pan mixers
Water is also cooled by 3 *C using Chillers & stored in insulated tanks 10,000 gallon capacity
Dune Sand 2mm, Washed sand 4mm, Aggregates 40, 20,
10mm
Concrete Batching Yard Operation - Infographic

25. David MoloneyAsphalt Batching Yard Operation - Infographic

26. David H Moloney
Reference - Method Statement ref # 224
Scaffold tower on wheels
Method
JCB with Auger for holes
Lift in posts with JCB
Posts will be temporarily help in position using triangular props
Access to Heights
Step ladder for fixing line, barbed wire and chainlink.
Scaffold tower on wheels for fixing razor wire Materials
Sequence of Construction Intermediate Posts 75 mm dia @ 3m c/c Foundations C30 450mm dia
Corner & End Posts 168 mm dia
Clear Scrub & Grade ground Straining Posts 169 mm dia @ 66m c/c
Fix Corner & Strainer Posts Line Wire 5 strands
Fix Intermediate Posts Chainlink Ground Beam 300 mm square
Fix Wire Razer Wire 2 Coils 750mm dia coils
Fix Signs Barbed Wire 6 strands
Concrete ground beam Camera Posts @ 400m c/c
Install precast foundations for Light & Camera Posts Light Posts @25m c/c
Install poles by Hiab Signs @25m c/c
Security Fence Construction Infographic

27. David H Moloney
Cutting Reinforcement
Sequence & Method to Construct Concrete Wall Bending Reinforcement to Shape
Concrete Batchiny Plant Yard Concrete Batching Plant Yard Carrying out Slump Test Pouring Bridge Deck
Pump Operator Place & compact Concrete Level & Screed Concrete Finish Concrete Surface
Reinforced Concrete - Construction Infographic

28. David H Moloney
Trench with Sloping Faces Trench with stepped Faces
Trench with Shoring System Barricades with signs to prevent people and plant
getting near the excavation
Underground Utility Colour Code Underground cable location equipment / cable
avoidance equipment
Mark location and route of underground utilities on the
surface prior to excavation
Acccess down into and across the excavation
Photo shows Excavation with Sloping Faces Photo shows Excavation with Stepped Faces
Excavation on Street with numerous underground
Utilities
Excavation on street with underground utilities
temporiarly supported
Excavation Safety Measures - Infographics
Excavation, Underground Utilities & Overhead Cables

29. David H Moloney
Excavation with Well point Dewatering Excavation with Well point Dewatering Excavation with Well point Dewatering Excavation with Well point Dewatering
Settlement Lagoon Filling Tanker trucks for Dust suppression Filling Tanker trucks for Dust suppression Sea outfall
Dewatering Operations - Infographics

30. David H Moloney
Step 1 Drive U Sheetpiles 50 m long Cofferdam Step 2 Excavate to below Frame level Step 3 Install Frame Step 4 Excavate to Formation
The Sheetpile's male / female interlocks, called "clutches," join to form a
continuous earthtight and reasonably water-tight sheetpile wall.
Sheetpiles - ArcelorMittal AU25 Weight = 147 kgs/m2 Note; use T-
junction piles @ bulkheads.
600mm by 300 mm steel walers with stiffeners, 300mm dia struts @ 5 m
centres.
& Cut out Sheetpiled Bulkhead
Duration :- 2 weeks - Weeks 1& 2 Duration :- 2 days - Week 3 Duration :- 3 days - Week 3 Duration :- 1 week - Week 4
Resources ;- Excavator with side grip Piling Hammer Resources ;- Excavator & Dumptrucks Resources ;- Crawler Crane 50 tonne
Resources ;- Crawler Crane 50 tonne & Tipping Buckets x 2 ,
Mini Excavators x 2 & Long reach Excavator
Qty & Outputs :- Pitch & Drive - 20 minutes per sheetpile Qty & Outputs :- 1,100 m3 √ by 80 m3 per hour
Step 5 Place Pipes & Concrete Cradle Step 6 Construct Concrete Cut-off wall Step 7 Backfill & Remove Frame Step 8 Extract Sheetpiles
2.1 m dia pipes on concrete cradle Sheetpiles remain under cut-off wall
Duration :- 1 week - Week 5 Duration :- 1 week - Week 6 Duration :- 1 week - Week 7 Duration :- 2 week - Week 7 & 8
Resources ;- Crawler Crane 50 tonne Resources ;- Crawler Crane 50 tonne, Excavator & Dump Trucks Resources ;- Excavator with side grip Piling Hammer
Submersible Pump 250mm dia 950 m3. / hour. Note; Pipeline could float if pumps fail.
Notes
Step 9 Sheetpile next Cofferdam
Resources ;- Excavator with side grip Piling Hammer
Qty & Outputs :- Pitch & Drive - 20 minutes per sheetpile
Pipeline Cofferdan Construction Infographic
The purpose of the cofferdam is to exclude water and support the faces
of the excavation for laying a 2.1 m dia sewer beside a large tidal river.
Provide temporary opening through the cut-off wall as a precaution
against the pipes floating after construction of cut-off wall prior to
backfilling in the event of pumps failing.
The Cofferdam has two bulkheads, the second bulkhead with a cut-off
wall around the last pipe in the first cofferdam forms a seal for the next
cofferdam.
Pumping by 250 mm dia Electrical Submersible pumps - 54 kW &
capacity 950 m3 / hour for 8 m head.
First Bulkhead
Second
Bulkhead
Clutches
Second Bulkhead
location of
Cut-off Wall
Water Channel
to pump

31. David H Moloney
Temporary Gates Temporary Fence
Temporary Gates Airport Temporary Gates Airport Temporary Fence Hoarding
Airport Temporary Fence Panels Airport Temporary Fence Panels Airport Temporary Fence Panels Permanent Airport Security fence
7iHoardings, Temporary Fences & Gates
Hoarding
Hoarding Hoarding

32. David H Moloney
Overview Cranes Positions View of Roof Under construction Crane Demag CC 8800 & Fuel Truck
Counterweight on Wagon Crane Concrete Pad Group to show size of track Height of Track
Sections on sinking Ship Section of Truss being Delivered by Truck Truss being Assembled on Trestles Truss being Assembled on Trestles
Lifting Beam Lifting Truss into Position Lifting Truss into Position Lifting Truss into Position
Airport Terminal Building Roof - Construction Infographic

33. David H Moloney
Overview Various Stages of construction - 3 Piers Section of Pier with Tower Cranes Tower Crane Layout
Reinforced Concrete Floors, Columns & Walls Structural Steel - Assembly Structural Steel - Lift into Place Structural Steel - Erected
Roof Covering Roof Covering - Deck, Vapour Barrier, Spacers, Insulation & top Sheet with standing seam Roof Covering - Lifting Sheets
Roof Covering Roof Covering Roof Covering Glazing
o
Airport Terminal Piers - Construction Infographic

34. David H Moloney
Overview
Top of Tower Crane for Cleaning outside Inside Control Room View
o
Airport Air Traffic Tower - Construction Infographic

35. David H Moloney
Sample showing Construction Drawing Deck Sheets Being lifted in bundles Placing deck sheets on roof
Clip &Tophat metal support Plastic Clips on Tophat suupport Distributing bundles of Insulation Insulation laid out
Coils and Roll Forming Maching Profiled Top Sheets Taking top sheet from roll forming machine Lifting bundles of top sheet
Placing Top Sheet with standing Seam Placing Top Sheet with standing Seam Operating Seaming Machine 3D Drawing
Metal Roof Covering - Construction Infographic

36. David H Moloney
o
Airport General - Construction Infographic

37. Photo Tower Crane Hoist - Passenger & Goods Concrete Placing Boom Self Climbing
Capacity - 70m radius with a tip load of 12 tonne Capacity = 8 men / 1 tonne Capacity :- 35 m radius 100 cm per hour
Make & Model = Potain MD 1100. Make & Model = Make & Model = Putzmeister MX
Loading Platforms Cantilever Rubbish Disposal - Chutes Debris Net - Perimeter System Falsework & Formwork for Floor slabs & Beams.
Make & Model = Make & Model = Make & Model = Make & Model = Peri Skydeck System
Supplier - Supplier - Supplier - Supplier -
Shuttering for Shafts, Walls & Columns Temporary Lighting & Power Points Edge Protection Scaffolding External
Make & Model =
Shaft Shutter = Peri Trio with Climbing System
Wall Shutter = Peri Trio Make & Model = Make & Model = Make & Model = SGB Cuplock System
Column Shutter = Peri Rapid Supplier - Supplier - Supplier -
Hoarding & Gates Floor Numbers Dewatering
Make & Model = Make & Model = Make & Model = Make & Model =
Supplier - Supplier - Supplier - Supplier -
Purpose :- To secure the site Purpose :- Purpose :- To keep excavations dry fro rain and ground water Purpose :-
Purpose :- for moving materials & equipment on & off floors with
the tower crane.
Purpose :- Chutes for transporting debris from various floors
down into skips at ground level. Side entry hopper sections fit
into the chute system at each floor.
Purpose :- Protects workers and property from debris falling
from the pour level during installation and removal of falsework.
Advantages:- Early striking after one day the lightweight panels
can be dropped and are available for the next concreting cycle.
Fewer Slab props saves time and simplifies moving falsework.
Purpose :- Power to Tower Crane, 3 Phase for welding , 110
volt supply for Powe tools, Florescent tube lights.
Advantages :- Mesh infilled protection for operatives & loose
material, in built toe board.
Purpose :- Provide access and working platform
8fHighrise Plant & Equipment - Construction Infographic
Heaviest Lift & Longest Radius = PC Planks 10.4 tonne
@ 70m
Used to lift men, equipment and materials vertically, cage
with mast, 3 phase.
Advantages :- Pumping placement is faster, increases
floor slab cycle time, frees cranes for other operations.

38. David H Moloney
Lifting in Chiller Looking down into Chiller Building Looking down into Chiller Building Concrete Columns & Beams
Fabricating Pipe Spools Fabricating Pipe Spools Lifting in Gantry Crane View of Outside
Masonry Walls View of Chillers & Pipe Rack View inside Pipes to & from Terminal
Cold Water Storage Tank Cold Water Storage Tank Cooling Tower Cooling Tower
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Chiller Building - Construction Infographic

39. Using 3D Models to show Construction Status David H Moloney
3D Model showing Buildings
Plan Crane Lift - Chiller
Month Nr 7 Month Nr 14 Month Nr 18 Month Nr 21
Month Nr 24 Month Nr 27 Month Nr 33
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9bBuildings Program - Construction Infographic

40. David H Moloney
Civil Engineering Introduction Part 1 Views 116,000 Construction Methods & Sequence Views 70,000 Bridge Deck Post tensioning Views 64,000 High Rise Building Project Execution Plan Views 54,000
https://youtu.be/h2RtI03SqfY https://youtu.be/Bw4O4HaNIHw https://youtu.be/STW2FCWhfPM https://youtu.be/_gikBOisPH8
Breakwater Construction 3D animation Views 52,000 Metro Station with Diaphragm Walls Views 43,000 Vibro Compaction - 3D Visualisation Views 36,000 Gas Processing Plant How to Build Views 31,000
https://youtu.be/kfgf5ZmZbGo https://youtu.be/jCax6waC4bg https://youtu.be/tc3CA07Y_kY https://youtu.be/iGP7DW2caLU
Asphalt Paving & Earthworks Explained View 28,000 Concrete Construction Explained r4 Views 23,000 Secant Pile Wall, Metro Station Views 18,000 Runway, Taxiways & Apron Construction Views 17,000
https://youtu.be/AD6UYUytWnI https://youtu.be/6aBDcgc9K5c https://youtu.be/N_o8Njzo8dc https://youtu.be/jaH3mxTgWCk
Structural Steel Construction Explained Views 17,000 Deep Sea Port Construction Views 16,000 Quay Wall Construction 24m high by 2km Views 16,000 Oil & Gas Plant, Project Execution Plan Views 13,000
https://youtu.be/KzOmOxN8I64 https://youtu.be/6_Aco_GPO8I https://youtu.be/lnYIGAnx1mY https://youtu.be/PiRY0ERoXfI
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My Video Links on YouTube

41. David H Moloney
Project Execution Plan for High Rise Building Views 13,000 Motorway Construction, Project Execution Plan Sea Port Construction, Project Execution Plan
https://www.slideshare.net/DavidHMoloney/project-execution-plan-for-high-rise-building https://www.slideshare.net/DavidHMoloney/motorway-construction-project-execution-plan https://www.slideshare.net/DavidHMoloney/sea-port-construction-project-execution-plan
Oil & Gas Plant Construction, Project Execution Plan Runway Construction Project Execution Plan Project Execution Plan for High Rise Building
https://www.slideshare.net/DavidHMoloney/oil-gas-plant-construction-project-execution-plan https://www.slideshare.net/DavidHMoloney/runway-construction-project-execution-plan https://www.slideshare.net/DavidHMoloney/project-execution-plan-for-high-rise-building
Project Execution Plan for Bridge Construction Oil pipeline 42 inch by 455 km Airport Construction
https://www.slideshare.net/DavidHMoloney/project-execution-plan-for-bridge-construction https://www.slideshare.net/DavidHMoloney/oil-pipeline-42-inch-by-455-km https://www.slideshare.net/DavidHMoloney/airport-construction
Construction Methods & Sequence Civil Engineering Construction Techniques Route 2020 Metro Dubai Construction Details
https://www.slideshare.net/DavidHMoloney/construction-methods-sequence https://www.slideshare.net/DavidHMoloney/civil-engineering-construction-techniques https://www.slideshare.net/DavidHMoloney/route-2020-metro-dubai-construction-details
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My Presentations Links on the Web

42. https://www.slideshare.net/DavidHMoloney/project-planning-organising-tracking-construction
David H Moloney
o
My Book, Link to the Web

43. Dashboard is a single page summary that includes a graphical representation of progress. Cut-Off Date
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Mobilisation & Submissions
Construction
Commissioning & Testing
Total Month Nr. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
Current Month 28
Site Staff hrs Concrete Cu m
Site Team hrs Reinforcement Tonne
Precast Tunnel Segments Nr
Precast Viduct Segments Nr
LTI ( Long Term Injury) Nil Tunnel Boring Machines Nr
Cranes Nr
Excavators Nr
Photos of main work activities Photos of main work activities Photos of main work activities Photos of main work activities
Photograph
Progress Report, Monthly - Dashboard Project say "ABC Metro"
Cut-off Date
12/12/12
20 months Remaining
Time Status
Q 3 Q 4Q 1 Q 2 Q 3 Q 4 Q 1 Q 2 Q 3 Q 4Program
Year 1 Year 2
Areas of Concern & MitigationsExecutative Summary Manhours Worked to Date Main Material Quantities
Company Logo
Year 3 Year 4
Q 1 Q 2 Q 1 Q 2 Q 3 Q 4
Main Plant Items
Overall Progress versus Program Manpower Hours versus Program Concrete Actual used Versus Program Value of Works Completed Versus Tender
Health & Safety Figures
Photograph Photograph Photograph
Program 65%
Progress 45%
Progress Status - 20 %
Program
1,250,000 Man Hrs
Progress
1,000,000 Man Hrs
Man Hr Status - 250,000 Man hrs
Program
60,000 Cu M
Progress
45,000 Co M
Concrete - 15,000 Cu m
Program
$ 8,000,000
Value $6,000,000
Balance - $ 2,000,000

44. Ref Nr. 1 Access Platforms Ref Nr. 13 Lifting & Jacking Gear Ref Nr. 27 Shuttering
1a Scissor lift, self-propelled - yard type Nr. 13a Hydraulic jack Nr. 27a Timber Nr.
1b Scissor lift, self-propelled - rough terrain Nr. Ref Nr. 14 Lorries, Vans 27b Steel Nr.
1a Telescopic & articulated lift, self-propelled - yard type Nr. 14a Lorry Tipper body Nr. Ref Nr. 28 Surveying Equipment
1b Telescopic & articulated lift, self-propelled - rough terrain Nr. 14b Lorry articulated Tipper body Nr. 28a Level, tripod & staff Nr.
Ref Nr. 2 Asphalt Equipment 14c Van, Pickup, 4WD Nr. 28b Total Station Nr.
2a Asphalt spreaded - crawler or wheeled Nr. 14d Road Sweeper Nr. 28c GPS Nr.
2b Cold Planer Nr. 14e Coach, Bus Nr. Ref Nr. 29 Bitumen Spraying
Ref Nr. 3 Bar Bending & Shearing Machines Ref Nr. 15 Material Handling 29a Bitumen Spraying and sprayer Nr.
3a Bar bending machine, 3 phase driven Nr. 15a Fork Lift 4WD rough terrain Nr. Ref Nr. 30 Tools Pneumatic
3b Bar shearing machine, 3 phase driven Nr. Trailer Nr. 30a Pneumatic breaker and tools Nr.
Ref Nr. 4 Compressors Ref Nr. 16 Offices, Stores etc Ref Nr. 31 Tools Electrical
4a Compressor up to 6m3 per minute Nr. 16a Offices Nr. 31a Electrical Drill Nr.
4b Compressor between 6 & 26m3 per minute Nr. 16b Stores Nr. 31b Angle Grinder Nr.
Ref Nr. 5 Concrete Mixers 16c Toilet Nr. 31c Electrical portable saw Nr.
5a Concrete Mixer, tilting drum Nr. Ref Nr. 17 Piling Plant Ref Nr. 32 Dozers, Loaders, Tractors, Graders, Scrapers
5b Grout mixer Nr. 17a Hammer hydraulically operated cw power pack Nr. 32a Dozer tracked Nr.
Ref Nr. 6 Concrete Equipment Ref Nr. 18 Piling 32b Loader wheeled Nr.
6a Concrete pump lorry mounted Nr. 18a Sheet Piles Nr. 32c Grader Nr.
6b Concrete vibrator poker engine driven Nr. Ref Nr. 19 Pipe Bending 32d Tractor Nr.
Ref Nr. 7 Cranes 19a Pipe Bending machine electrically driven Nr. Ref Nr. 33 Trenchers
7a Crane mobile wheeled all terrain up to 50 ton Nr. Ref Nr. 20 Pumps for water sewage sludge 33a Wheel type Nr.
7b Crane mobile crawler up to 50 ton Nr. 20a Pump self-priming Nr. Ref Nr. 34 Water & Fuel Supply
7c Crane Tower Nr. Ref Nr. 21 Pumping Equipment 34a Water Tanker lorry mounted / towed Nr.
Ref Nr. 8 Crane Equipment 21a Pump hoses, strainers, bends. Nr. 34b Diesel Bowzer lorry mounted / towed Nr.
8a Concrete Skip Nr. Ref Nr. 22 Compactors Rammers Ref Nr. 35 Welding & Cutting Sets
Ref Nr. 9 Dumpers 22a Vibrating plate compactors Nr. 35a Oxy-acetylene cutting & welding set Nr.
9a Dumper Small 4WD up to 10 ton Nr. Ref Nr. 23 Rollers Compaction 35b Welding Set diesel Nr.
9b Dumper ridget rear dump Nr. 23a Roller tyred self propelled Nr. 35c Welding Set electrical Nr.
9c Dumper articulated truck Nr. 23b Roller pedestrian single drum Nr. Ref Nr. 36 Winches
Ref Nr. 10 Excacators & Rock Breakers 23c Roller pedestrian double drum Nr. 36a Winch double drum diesel friction Nr.
10a Excavators tracked Nr. 23d Roller Ride-on Nr. Ref Nr. 37 Miscellaneous
10b Excavators wheeled Nr. Ref Nr. 24 Saws 37a Fencing, hoarding, traffic cone, traffic signs, Nr.
10c Rock-breaker hydraulic Nr. 24a Portable bench saw Nr. 37b TBM Tunnel Boring Machine Nr.
Ref Nr. 11 Generators, Transformers, Mobile Light Masts Ref Nr. 25 Scaffold & Falsework
11a Generator Nr. 25a Tubular steel / alloy Nr.
11b Transformer Nr. 25b Boards Nr.
11c Mobil Light Masts Nr. Ref Nr. 26 Shoring for Excavations Supports
Ref Nr. 12 Hoists 26a Timber planks Nr.
12a Goods hoist with mast Nr. 26b Struts Nr.
12b Passenger Hoist Nr. 26c Drag boxes Nr.
Construction Plant & Equipment

45. Project :- xxxxxx
Date : xxxxxx
Approved by: xxxxxx
1 2 3 4 5 6 7 8 9
Project
Manager
Construction
Manager
HSE Manager
Human
Resources
Manager
Procurement
Manager
Planner
Manager
Quality
Manager
Commercial
Manager
Operatives
John
Smyth
A Smyth B Smyth J Smyth C Smyth D Smyth E Smyth F Smyth
Answerable to
CEO
Project
Manager
Project
Manager
Project
Manager
Project
Manager
Project
Manager
Project
Manager
Project
Manager
1 Project Manager 6 Planner Manager
2 Construction Manager 7 Quality Manager
3 HSE Manager 8 Commercial Manager
4 Human Resources Manager 9 Craftsmen, Technical, Skilled, Semmi-skilled and Basic Operatives
5 Procurement Manager 10 Subcontractors
Is responsibe for sourcing of materials, plant, equipment and sub contractor, including negotiating pricing and
contracts. Issuing of Purchase and Plant orders to suppliers and plant hire companies. Ensure that all
materials are in compliance with specifications, health and safety legislation, building regulations and
environmental standards.
Are responsible to ensure they have sufficient skills and knowledge to do the job safely and without risks to
health and safety. Also co-operation and co-ordination with the Main Contractor
Role & Responsibility Matrix for Site Team
Is responsible to manage and drive the site team to meet the project requirements and deadlines. Liaise with
the client. Planning of all resources including staff, labour, plant, materials and sub-contractors
Is responsible to plan, organize, and direct direct labour and sub-contractors. Schedule the project in logical
steps and budget time required to meet deadlines. Study job specifications to determine appropriate
construction methods. Carry out inductions and toolbox talks and other training.
Is responsible to ensure that all the project activities are performed in an appropriate manner fulfilling the
project health, safety and environmental requirements.provide HSE support across construction related
documentation such as Health & Safety plans, traffic management plans, quality, environmental and waste
management plans. Ensure the successful implementation of procedures, policy and safe systems of work at
workplaces.
Is responsible for recruitment. Manage all employee relations matters, including investigations, disciplinary’s,
grievances, absence management. Review and update remuneration policy inclusive of salary benchmarking
to support any salaries/bandings.
Is responsible for preparing and updating the Project Construction Programme. Prepare detailed progress
reports. Integrate subcontractor and supplier schedules within the overall Project Construction Team. Attend
Client, Subcontractor and Supplier progress meeting as required
Is responsible for ensuring that the quality management system and quality control procedures are
implemented, that inspections take place, and that records are kept. Ensure that all documentation is filed and
maintained in the standard company format
Is responsible forundertaking interim and final valuations for works complete. Reviewing productivity of teams.
Oversee all commercial aspects of the contracts, support site staff in understanding the contract documents in
order to satisfy the clients requirements and maximize revenue.
Are responsible for to report anything they see that is likely to endanger either their own or others health and
safety. Workers must have the skills, knowledge, training and experience to do the work that they have been
employed to do, or be in the process of obtaining them. make themselves aware of the health and safety risks
involved in work on site and the way those risks are managed, always follow site rules and procedures
Workers include: plumbers, electricians,
scaffolders, painters, decorators, steel
erectors and labourers, as well as supervisors
like foremen and chargehands.

46. David H Moloney
These Infographics have been used for the following:
Tender Presentations Health, Safety & Environmental Measures
Project Execution Plans Project Delay Analysis
Project Readiness Plans Project Controls
Method Statements Constructability Studies
Risk Assessments Handover Documents
Documnent Support for Claims Communications
Extension of Time Lean Construction
Site Inductions & Familiarisation Knowledge Capture & Sharing
Site Training Monitor & Tracking Progress
Education Progress Reports
To Brief Stakeholders Quality Control & Assurance
Organising Planning, Sequencing & Maximise use of Resources
Information Uses