TRUCKS & HAULING EQUIPMENT

Slides:



Advertisements
Similar presentations
Excavators Cranes(will discuss another section)
Advertisements

Excavating and Lifting Part 1
FEG Conference Penrith Colin JT Mackenzie BSc BSc(Eng) CEng MICE FIHT Project Consultant to the Highland Timber Transport Group.
Loading and Hauling.
Solid Waste Management Capacity Analysis for Collection and Transportation of Solid Waste Vehicles.
Loading and Hauling Part 2
3-1. Estimate the actual bucket load in bank measure for a hydraulic excavator – backhoe whose heaped bucket capacity is 2.10 CY (1.6 CM). The machine.
Lecture 4 Excavating and Lifting
Eng. Malek Abuwarda Lecture 8 P1P1 Construction Methods Lecture 8 Loading and Hauling.
Lecture 7 Loading and Hauling
Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Chapter 10 Trucks and Hauling Equipment.
Front shovel, back hoe and loader. Group member: Lam Wai Kei Hui Tan La
Application of Simulation in Construction Processes By: Khalid Al-Gahtani King Saud University CE417 CONSTRUCTION EQUIPMENT AND METHODS.
Transfer Stations.
Excavating and Lifting Hmwk Ch 2 # 1,2,5,8 Ch 3 #2,4,6,10.
Earthmoving Materials and Operations
Waste Collection. Lesson Objectives  Understand problems and concerns associated with MSW collection.  Compare and contrast privately and publicly operated.
TRUCKS THE MOST COMMON HAULING EQUIPMENT USED FOR MILITARY CONSTRUCTION SITE ARE 2 1/2, 5, AND 20 TON DUMP TRUCKS. THE HAUL CAPACITY CAN BE EXPRESSED.
Earthwork QTO Stage 1 Preconstruction Stage 2: Procurement
Matching An Excavator to Our Trucks ©2009 Dr. B. C. Paul Note – These Slides contain tables and information found in the Caterpillar Performance Handbook.
Pricing Excavation and Backfill
ESTIMATING EARTHWORK Prof Awad S. Hanna.
Moving Successfully With General Motors Products.
Excavating and Lifting Part 2
Lecture 3 Earthmoving Materials
CTC-375 Construction Methods
Estimating Ahmed Elyamany, PhD, AVS. EARTHWORK AND EXCAVATION bank  Earth that is to be excavated is called bank measure. loose  Earth that is to be.
Determining Truck Speeds using Rimpull and Retarder Curves
Lecture 6 Loading and Hauling
CONSTRUCTION TECHNOLOGY & maintenance
TYPES OF CONSTRUCTION MACHINERY. FOLLOWING ARE THE MAJOR TYPES OF EQUIPMENTS THAT IS BEING USED IN THE CONSTRUCTION INDUSTRY.
Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Chapter 6 Machine Equipment Power Requirements.
Compaction and Stabilization Equipment
WP4 AWAST Trondheim, June 2002 – ISWA / Cemagref WORKPACKAGE 4 Collection & Transport O. Tabasaran, D. Steinbach, A. Schultheis.
1. Bucket capacity42m 3 Operating weight720,000 kg PC8000 Bucket capacity0.008m 3 Operating weight300 kg PC01 Product Range (Hydraulic Excavators) 2.
Lecture 2 Introduction to Earthmoving
Planning for Earthwork Construction
SHOVELS.
Title 5 Emissions Quantification © Dr. B. C. Paul.
1. 2 Civil Engineering Practice Introduction Instructor: Dr. Attaullah Shah Lecture # 1 Department of Civil Engineering Swedish College of Engineering.
Next Part of Step II Determining Peak Speed ©Dr. B. C. Paul 2000 revised 2008 Note – The methods outlined here are typical of widely known published engineering.
Step #1 Matching ©Dr. B. C. Paul 2000 revised 2008 Note many of the ideas expressed in these slides can be found in Surface Mining Manuals, the Book Surface.
Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Chapter 7 Dozers.
ESTIMATING EARTHWORK DR. Nabil Dmaidi.
نظام المحاضرات الالكترونينظام المحاضرات الالكتروني Construction Methods By Ruqaya ALZubaidi.
FPC Assignment 1. Go to Your Project and Fire-Up MSOPIT.
On most construction sites, materials such as gravel, sand and fill dirt must be brought in, while waste materials such as old bricks and excavated dirt.
Soil and Rock Soil and rock are the principle components of many construction projects. Knowledge of their properties, characteristics, and behavior is.
Soil And Rock General Soil Characteristics Trafficability – ability of soil to support weight of vehicles under repeated traffic –Controls traffic on unimproved.
Resource Leveling Advantages/Applications of Resource Leveling 1. Maintain the lowest uniform number of employees to perform the work. 2. Establishing.
A Heap Leach Plan. My Concept I’ll build one great big pad I’ll fill it in with rows of material about 40 feet high I’ll then fill in between the rows.
© Awad S. Hanna, PhD, P.E.1 Estimating and Scheduling CEE 492 Lecture 5 ESTIMATING EARTHWORK.
Obtaining Moving Cycle Times ©Dr. B. C. Paul 2000 revised 2008 Note – The methods shown in these slides are adapted to use FPC, a program produced by.
Tracking, Measurement and Analysis
Heavy Equipment Suppliers in UAE
Building Construction Equipment in Dubai
CONSTRUCTION METHODS & TECHNOLOGY
SAB 3122 CONSTRUCTION TECHNOLOGY AND ESTIMATING Excavation
GEOP 4355 Transportation Routing Models
30 miles in 1 hour 30 mph 30 miles per hour
Lecture 7 Excavators TSP-308 MPK Ferdinand Fassa.
Lecture 6 scrapers TSP-308 MPK Ferdinand Fassa.
12.3 Moving Freight by Rail Chapter objectives covered in CE361: By the end of this chapter the student will be able to: Describe intermodal operation.
Quarry Manager Development Program
CONSTRUCTION EQUIPMENT MANAGEMENT
Lecture 5 Dozer TSP-308 MPK Ferdinand Fassa.
MUHAMMAD WAJAHAT AMIN (INTERNEE, MINE PLANNING) OPEN PIT MINING TOPICS.
An object travels 40 miles in 2 hrs. Calculate its speed?
ESTIMATING EARTHWORK Prof Awad S. Hanna.
ESTIMATING EARTHWORK Prof Awad S. Hanna.
Presentation transcript:

TRUCKS & HAULING EQUIPMENT Lecture 2 &3 TRUCKS & HAULING EQUIPMENT TSP-308 MPK Ferdinand Fassa

OUTLINE Introduction Classification of Trucks Factors Affecting Haulers’ Productivity Calculating Truck Productivity

1. Introduction HAULING: To Haul/Transport Dirt (on/off road) over a Long Distance Trucks are hauling units that provide relativity low hauling cost. The productive capacity of a truck depends on size of load an the number of trips it can make in an hour Truck function: in transporting excavated material, processed, aggregates and construction material

2. Classification of Trucks Method of dumping the load Rear-dump Bottom-dump Side-dump Capacity Gravimetric: carried load expressed as weight in tons Volumetric/struck volume: carried load expressed as volumetric amount in cubic meter/cubic yard

Method of dumping the load Type of Dump Truck

Bottom Dump Truck Dump Trucks

Side Dump Truck

Volvo Truck Family

Empty 200 tons Loaded 500 tons (211 M3) 930E Komatsu

3. Factors Affecting Haulers’ Productivity Types and characteristics of soils Payload (volume / weight) Empty vs. Loaded Roads Haul – Return Grades Distance Efficiency and condition of equipment Efficiency and condition of work Loader’s Capacity / Productivity

Loading and Hauling Cycle spreading excavation loading Loosening (swelling) Loading Cycle compaction Compacting (shrinkage) Hauling and Dumping Cycle return

4. Calculating Truck Productivity (1) Analyzes the performance of 22 ton rear dump trucks being loaded by hydraulic hoe having 3 cy bucket and the hoe should be able to cycle in 20 sec. Rear dump trucks with specification as follow are used to haul sandy clay material. Struck, 14.7 cy Heaped 18.3 cy Net weight empty =36.860 lb ; speed 22 mph Max Payload/muatan = 44.000 lb Max Gross vehicle weight = 80.860 lb Truck speed at gross v. weight 72000-73000 = 16 mph Truck speed at gross v. weight 73000-74000 = 15mph Truck speed at gross v .weight 74000-75000 = 14 mph Truck speed at gross v .weight 75000-76500 = 13 mph The haul route from loading point to the waste site is 3 mile Dump time 2 min, the sandy clay has a loose unit weight of 2,150 lb/cy Efficiency estimate for this work is a 50 min hour

 

  18.3

gross v. weight= empty truck net weight + weight of load   gross v. weight= empty truck net weight + weight of load 5 bucket gross v. weight= 36860 + 35475  72335 lb 6 bucket gross v . Weight = 36860 + 39345  76205 Truck speed at gross v. weight 72000-73000 = 16 mph Truck speed at gross v. weight 73000-74000 = 15mph Truck speed at gross v .weight 74000-75000 = 14 mph Truck speed at gross v .weight 75000-76500 = 13 mph

 

STEP 6 Truck Cycle Time TCT = (LT + HT + DMT + RT) 5 Bucket = 1.7 + 11.3 + 2.0 + 8.2 = 23.2 6 Bucket = 2.0 + 13.9 + 2.0 + 8.2 = 26.1

 

 

 

 

Safety First!!!!

THANK YOU

TUGAS Cari Proyek di wilayah Tangerang Selatan: Ukuran Truk Hitung Cycle Time (loading, hauling, Dumping and Return) Berapa Produktifitas dalam Sehari denga efektifitas sesuai kondisi/informasi Apa Kendala yang ada Buat video

4. Calculating Truck Productivity (2)  

4. Calculating Truck Productivity (2)