1|Page
UPM
University of Prince Muqrin
Faculty of Engineering
Department of Civil Engineering
2025 Summer Training (CE394)
Final Summer Training Report at Al-Naeem
and Ham Al-Mudun Companies
Prepared By
Mohammed Ali Alhummada
4112168
Supervised By
Associate Professor Dr. Ali Abass, H. Hassan
2|Page
Abstract
The summer training program enhanced my ability to apply academic knowledge in real-world
civil engineering projects. I completed 264 hours with Al-Naeem Company on the Al-Aqool Park
project in Madinah, then continued with Ham Al-Mudun Company on a residential project. The
training provided hands-on experience in site supervision, project coordination, and administrative
processes, strengthening both technical and professional skills.
3|Page
Table of Contents dx
I.
Introduction …………………………………………………………...………………….…….……..4
II.
Training Objectives ………………………………………………..………………………….……..4
III.
Alaqool Park Project ……………………………………………..……………………………….…5
A.
Equipment’s ……………………………………………………………………….…………….…..6
B.
Roadworks and R.O.W Activities ……………………………………………………………………..7
C.
Structural Works ……………………………………………….…..……………………………..….8
D.
Materials Testing and Quality Assurance ……………………………………………..……….……...10
E. Weeks And Activities …………………………………………………………...…………….……..11
Ham Al-Mudn project ………………………………………….……………….……………….…17
IV.
A.
Weeks And Activities ……………………………..……………………………………….………...18
V.
HSE Practices ………………………………………………………………………...………..……20
VI.
Challenges & Problem-Solving ……………………………………………………………..…….20
VII.
Skills Development …………………………………………………………………...……………20
VIII.
Key Lessons Learned ………………………………………………………………..……………..22
IX.
Project Comparison ……………………………………………………………..…………….……23
X.
Conclusion ……………………………………………………………………………………….….24
References ………………………………………………………………………………………..….25
Appendix A: Site Photos ……………………...…………………………………………………....26
Appendix B: Project Drawings ……………………..……………………………………………..27
Appendix C: Field Test Results …………………………..……………………………………….29
Appendix D: Equipment List …………………………………..………………………………….31
4|Page
I.
Introduction
The summer training program was designed to bridge the gap between the theoretical knowledge
acquired during civil engineering studies and the practical applications encountered on construction
sites. The training was conducted at two major locations, namely Al-Aqool Park Project in Madinah, a
large-scale urban development covering over one million square meters, and Ham Al-Mudun
Residential Building Project in Al-Salam District, a five-story residential building. These sites
provided extensive exposure to diverse civil engineering tasks, ranging from large-scale infrastructure
works to detailed finishing operations. Through active engagement in these projects, I gained a
comprehensive understanding of the various stages of construction, from planning and design
implementation to execution and quality control.
The main purpose of this report is to document the training experience, emphasizing the practical
application of theoretical concepts, the development of technical skills, and the cultivation of
professional competencies. It provides a detailed account of the tasks performed, the challenges
encountered, and the lessons learned during the training period. The report also highlights how the
knowledge acquired from civil engineering courses, such as Structural Analysis, Construction
Materials, Surveying, Geotechnical Engineering, and Construction Project Management, was applied
in real-world scenarios, including supervising concrete casting, performing soil and material tests, and
coordinating site operations.
During the training, I acquired several new skills, the most significant of which was performing field
quality control tests. These included concrete slump tests, compaction tests, and soil classification
procedures, all of which enhanced my ability to ensure compliance with engineering standards and
project specifications. Additionally, the training provided essential background information on site
management, safety protocols, and the coordination required among multiple engineering disciplines,
allowing me to better understand project workflow, problem-solving techniques, and decision-making
processes on-site.
Overall, the summer training program offered a unique opportunity to integrate academic learning
with practical experience. It reinforced my theoretical knowledge while equipping me with hands-on
skills that are critical for professional practice in civil engineering. The experience emphasized the
importance of accuracy, safety, efficiency, and quality in construction projects, and prepared me to
face real-world engineering challenges with confidence and competence.
II.
Training Objectives
The summer training period was designed with the overarching objective of integrating
theoretical knowledge acquired during academic coursework with the practical demands and
5|Page
challenges of real-world civil engineering projects. One of the most important objectives is to connect
the subjects that we learn in the classroom to actual work on-site, thereby allowing the trainee to see
how theoretical concepts are applied in practice. This training sought to expose the trainee to a wide
spectrum of construction activities, including structural works, infrastructure development, quality
control, and project supervision, enabling a comprehensive understanding of practical engineering
implementation. A key objective was to develop technical competencies, such as the ability to analyze
engineering drawings, interpret specifications, monitor site activities, and understand the application
of engineering standards and codes. Furthermore, the training emphasized the importance of applying
modern construction methodologies, utilizing engineering equipment efficiently, and observing safety
regulations on-site. On a professional level, the program aimed to cultivate essential skills such as
effective communication, teamwork, leadership, time management, and problem-solving under real
project conditions. It also encouraged critical thinking and decision-making, particularly in addressing
unexpected site challenges and proposing practical solutions. Ultimately, the training was intended to
prepare the trainee for the transition into professional engineering practice by fostering both technical
expertise and professional responsibility, in alignment with the expectations of the civil engineering
profession and the broader objectives of sustainable infrastructure development.
III.
Alagool Park Project
primarily focused on building construction activities such as plastering, tiling, waterproofing of
bathrooms, electrical and plumbing installations, carpentry works, gypsum ceilings, and interior
finishing operations. These tasks not only improved my technical knowledge but also strengthened
my ability to supervise construction works, interpret design drawings, and coordinate with different
teams on site. Throughout the training period, I was actively engaged in daily site supervision,
attending inspections with consultants, conducting quality checks, and reviewing structural and
architectural drawings using advanced software such as Autodesk Civil 3D and SAFE. I also gained
valuable experience in construction quality control procedures such as compaction testing, slump
tests, and leakage testing for plumbing systems. These experiences provided me with a clearer
understanding of the importance of accuracy, safety, and quality assurance in civil engineering
projects. This report provides a comprehensive overview of my summer training journey,
documenting the tasks I performed, the skills I developed, and the challenges I encountered. It
highlights the technical and professional growth achieved during the program and reflects on how the
training contributed to preparing me for my future role as a civil engineer. Ultimately, the training
program has reinforced the significance of teamwork, communication, and continuous learning in
achieving success in the construction industry. The Alaqool Park Project is a large-scale urban
development covering an area of over one million square meters, designed to provide recreational and
public amenities while enhancing the surrounding infrastructure. The project includes extensive civil
works such as the construction of nine water tanks and six restrooms, ensuring proper water
management and sanitary facilities across the site. Significant efforts were dedicated to irrigation
works, including the installation of surface and subsurface pipelines to maintain a sustainable green
landscape. Backfilling operations were also a major component, involving both sand and crushed
stone layers to achieve the required compaction and stability for foundations and road bases. In
6|Page
addition, the project incorporates culvert works designed to manage stormwater and drainage
efficiently, with each culvert typically having a single opening, ensuring safe and effective water flow
throughout the site. The structural and architectural construction scope includes the building of
pergolas, providing shaded seating and walkways, and the development of road networks and parking
areas to facilitate smooth circulation within the park. Furthermore, site grading and landscaping works
were carried out to ensure proper elevation, accessibility, and aesthetic appeal. During my summer
training, I had the opportunity to observe and participate in these diverse activities, which allowed me
to understand the coordination between earthworks, structural elements, finishing operations, and
water management systems including culvert installation within a complex, multi-component project.
Overall, the Alaqool Park Project provided a comprehensive practical experience in civil engineering,
encompassing site preparation, infrastructure, utilities, and landscape implementation, while
highlighting the importance of detailed planning and careful execution in large-scale projects.
A. Equipment’s
In large-scale construction projects, equipment management plays a decisive role in determining
productivity, cost efficiency, and the overall quality of execution. A wide variety of machines are
deployed on site, each serving a specific purpose. The main equipment can be categorized as follows:
A.1 Compaction Equipment
Roller: Used for soil and asphalt compaction, ensuring the required density and stability of layers.
This machine is typically rented at 250–400 SAR per hour. It is essential for preparing foundations,
road bases, and backfilled areas to meet structural and safety standards.
A.2 Lifting and Handling Equipment
Crane: Vital for lifting and transporting heavy structural components such as reinforcement cages,
precast units, and large formworks. Rental costs range from 500–800 SAR per hour depending on
lifting capacity. Cranes enable safe and efficient movement of materials vertically and horizontally on
site.
A.3 Material Processing Equipment
Crusher: Used to break down large rocks into aggregates for concrete and roadworks. Its rental
cost ranges from 800–1,200 SAR per hour. Crushers reduce the need to source ready-made aggregates
and ensure material availability on site.
.
A.4 Earthwork and Grading Equipment
Grader: Ensures accurate leveling of surfaces and road bases. Typically rented at 400–600 SAR
per hour, it is essential for roads, parking areas, and site grading.
7|Page
Excavator: Used for digging foundations, trenches, and large-scale earthworks. Rental costs in
Madinah range from 600–1,200 SAR per hour. Excavators are also employed in backfilling and
material handling operations.
JCB Backhoe Loader: A versatile machine used for excavation, loading, and minor backfilling
operations. Its rental cost ranges from 250–400 SAR per hour.
A.5 Concrete and Water Handling Equipment
Concrete Pump: Enables efficient delivery of fresh concrete to elevated or congested areas.
Typically rented for 600–900 SAR per hour depending on boom length, it improves construction
speed and reduces manual labor.
Water Tanker: Provides water for soil compaction, concrete curing, and dust control. More
economical at 150–250 SAR per hour, it is vital for site maintenance and ensuring construction
quality.
From a management perspective, equipment allocation follows a structured process where site
engineers raise requests based on construction priorities, and the equipment is distributed accordingly
to avoid delays. Daily logs are maintained to track operation hours and costs, and coordination among
engineers is achieved through regular meetings, updated schedules, and real-time communication to
prevent conflicts and ensure optimal utilization of resources.
For a fresh graduate civil engineer, exposure to the operation and management of such equipment
during summer training is extremely valuable. It strengthens technical knowledge about machinery
and construction methods, improves decision-making, cost awareness, and problem-solving skills, and
provides practical experience in coordinating equipment among different site teams. This hands-on
experience bridges the gap between academic learning and field application, providing a solid
foundation for future responsibilities in project execution and site management.
B. Roadworks and R.O.W Activities
During the summer training program at Al-Aqool Park project, the trainee was exposed to
comprehensive roadworks and Right-of-Way (R.O.W) construction activities, which are fundamental
components of civil engineering practice. These activities encompassed site preparation, subgrade
leveling, sub-base construction, material backfilling, compaction, drainage provision, and pavement
installation. The primary objective was to create stable, durable, and safe surfaces for both vehicular
and pedestrian movement while ensuring proper load distribution and long-term structural
performance.
The construction process began with detailed site and subgrade preparation, including removal of
unsuitable materials, leveling, and initial compaction. This step is critical to avoid uneven settlement
8|Page
and to provide a solid foundation for subsequent layers. Following subgrade preparation, sub-base
(Sub-Base) layers were constructed using granular materials, with individual layer thicknesses
ranging from 20 to 30 cm. Each layer was compacted using mechanical compactors to achieve
uniform density and optimal load-bearing capacity. This multi-layer approach ensured gradual
consolidation of the soil and prevented differential settlement, which could compromise road
performance.
After the initial sub-base compaction, additional fill materials were applied depending on site
requirements. Sand layers were primarily used to level surfaces and fill voids between sub-base
layers, providing a smooth and workable bedding for subsequent materials. Sand, being fine-grained,
offers ease of compaction and flexibility but has a relatively low load-bearing capacity. Gravel layers,
on the other hand, were employed for structural stability and drainage, as the coarse aggregate
prevents water accumulation and increases the overall strength of the fill. The combination of sand,
gravel, and sub-base layers provides an engineered foundation capable of supporting both static and
dynamic loads over time.
In specific applications, such as the backfilling of water storage tanks, approximately 15 layers of subbase material were used, each around 30 cm thick. This methodical layering and compaction process
ensured uniform settlement and maintained the structural integrity of the tanks. Similarly, culverts
were backfilled with gravel, with layer thickness adapted to the aggregate size, followed by an
additional 30 cm sub-base layer to ensure a smooth transition for upper road layers. This practice
demonstrates the practical application of civil engineering principles in load distribution, drainage,
and soil stabilization.
Furthermore, the project included the construction of pedestrian pathways within the park, which were
paved with high-quality interlocking blocks. The paving process involved precise leveling of the subbase, application of a sand bedding layer, careful placement of paving blocks, and joint filling to
prevent displacement. These walkways not only enhance the aesthetic appeal of the park but also
provide safe and accessible pedestrian routes, demonstrating the integration of functional design with
civil engineering practice.
The differences between the materials used in the project are significant and highlight their
engineering functions:
•
•
•
Sub-base: A mixture of crushed stone, gravel, or recycled aggregates, serving as a stable
foundation for road and pavement layers. It distributes structural loads evenly and prevents
excessive settlement.
Sand: Fine-grained material mainly used for leveling, bedding, and filling voids. While easy to
compact, it provides lower structural strength compared to coarse aggregates.
Gravel: Coarse aggregate used for structural fill, drainage, and stabilization. Its high load-bearing
capacity and permeability make it ideal for areas requiring both strength and drainage.
Overall, the roadworks and R.O.W activities in Al-Aqool Park exemplify the application of civil
engineering knowledge in practice. They involved careful planning, execution, and quality control to
ensure the durability, functionality, and safety of all road and pedestrian infrastructures. The trainee’s
involvement in these activities provided valuable insight into field procedures, material selection,
and engineering decision-making, effectively linking theoretical learning with
practical implementation.
9|Page
C. Structure Work
Structural works form the backbone of any civil engineering project, as they provide the necessary
support and stability for all types of constructions. These works encompass the design, preparation,
and execution of foundations, columns, beams, slabs, water tanks, and other load-bearing elements.
The primary objective of structural works is to safely transfer loads from the superstructure to the
ground while maintaining durability, stability, and functionality throughout the lifespan of the
structure. During construction, careful planning and implementation are essential to ensure proper
alignment, reinforcement placement, compaction, and concrete quality. Structural works also require
consideration of material properties, load calculations, environmental conditions, and construction
methods. In practical terms, these activities link theoretical civil engineering principles with realworld application, enabling engineers to create safe, efficient, and long-lasting structures. The
execution of structural works in projects like Al-Aqool Park provides valuable hands-on experience in
foundation design, slab construction, beam connections, and the installation of specialized structures
such as water tanks and culverts.
C.1. Foundation Works
The foundation works in the Al-Aqool Park project included the construction of isolated footings
and pergola footings to support various structures such as walkways and pergolas. The isolated
footings were assumed to have dimensions of 1.5 × 1.5 meters with a thickness of 0.5 meters and were
reinforced with T16 bars spaced at 20 centimeters in both directions. A cover concrete layer of 5
centimeters was applied to protect the reinforcement prior to the main concrete casting. The footings
were cast in sequential stages to ensure proper leveling, alignment, and to control differential
settlement. Pergola footings measured 1 × 1 meter with a thickness of 0.4 meters and were reinforced
with T12 bars at 15-centimeter spacing in both directions. These footings were cast gradually with
careful alignment to ensure even load distribution. Sequential casting was employed throughout the
foundation works, including reinforcement placement, cover concrete application, dimensional
verification, and the final casting of the main concrete to ensure structural integrity and quality
control.
C.2. Ground Beams
Ground beams were constructed to connect the footings, providing structural continuity and
distributing column loads evenly while preventing differential settlement. The beams had crosssectional dimensions of 30 × 50 centimeters and were reinforced with T16 bars spaced at 20
centimeters in both directions. Proper connection between the ground beams and footings was ensured
to enhance the overall stability of the structure and to link the vertical and horizontal elements
efficiently.
C.3. Slab Works
Slab works included the construction of flat slabs and solid slabs depending on the functional
requirements and load conditions. Flat slabs were used for bathroom tanks and open areas above
walkways and were reinforced with T12 bars spaced at 15 centimeters in both directions. These slabs
were preferred due to their reduced structural depth, faster construction, and efficient use of materials
such as steel and concrete. Solid slabs were applied in areas subjected to heavy loads or large spans,
requiring higher structural depth and larger quantities of steel, which resulted in increased
10 | P a g e
construction costs. Throughout all slab works, a cover concrete layer of 2 to 5 centimeters was applied
to protect the reinforcement from corrosion and ensure long-term durability.
C.4. Water Tanks and Pump Room
The project included the construction of water tanks and a pump room with specific dimensions
and load considerations. Tanks with capacities of 3000, 2000, and 1500 cubic meters were designed
with dimensions of 30 × 20 × 5 meters, 25 × 16 × 5 meters, and 20 × 15 × 5 meters respectively.
Loads considered during the design included the weight of water, dead loads of concrete, live loads
for maintenance, and a safety factor of 1.5. The wall columns of the tanks were reinforced with T20
bars at 15-centimeter spacing, footings with T16 bars at 20-centimeter spacing, and walls and slabs
with T12 bars at 15-centimeter spacing. Sand and gravel were used as backfill around the tanks to
provide proper drainage and structural stability. The pump room was designed to safely support
mechanical, electrical, and structural loads while maintaining overall stability and functional
efficiency.
C.5. Culvert Construction
The culvert constructed in the project consisted of a single opening with dimensions of 3 × 2.5
meters. The walls were reinforced with T16 bars spaced at 20 centimeters in both vertical and
horizontal directions, the base slab was reinforced with T16 bars at 20-centimeter spacing, and the
cover slab included T12 bars at 15-centimeter spacing. The design accounted for loads from the
surrounding soil, traffic above the culvert, and water discharge, ensuring durability, safety, and
structural performance under all expected conditions.
C.6. Structural Analysis and Practical Notes
All footings and slabs were designed assuming a soil bearing capacity of 200 kPa, with
differential settlement controlled through staged casting and proper compaction of backfill materials.
Flat slabs were preferred in tanks and bathroom areas for cost efficiency and optimal use of materials,
while solid slabs were implemented in heavy-load areas and large spans. Cover concrete was
systematically applied to all structural elements to protect the reinforcement from corrosion,
demonstrating the practical application of civil engineering principles and linking theoretical
knowledge with field implementation effectively.
D. Materials Testing and Quality Assurance
During the summer training at Al-Aqool Park project, several materials testing and quality
assurance procedures were carried out to ensure the structural stability, durability, and safety of the
construction works. One of the primary tests observed was the compaction test using nuclear density
gauges, which determines the dry density and moisture content of soil at the site. This test helps to
verify whether the soil compaction meets the required specifications for structural backfill or
pavement layers. The acceptable moisture content and dry density vary depending on the type of soil
and the design requirements, ensuring adequate support and preventing settlement or instability.
Another essential test conducted was the field soil classification test using the shear vane or field vane
test, which identifies the type of soil and its shear strength. This test was applied to soils classified as
A-5, A-6, and A-7, among others, according to the AASHTO soil classification system. The results
11 | P a g e
provide guidance for foundation design, compaction requirements, and selection of suitable
construction materials.
For concrete works, the slump test was performed to evaluate the workability of fresh concrete. A
high slump indicates a wetter, more workable mix, which may be suitable for pumping or complex
formwork, whereas a low slump indicates a stiffer mix with less water, providing higher strength and
reduced shrinkage. The slump test is critical for ensuring that the concrete achieves both the desired
strength and proper placement characteristics.
Chemical materials used in construction, such as admixtures and curing compounds, were also tested
to verify their quality, consistency, and compatibility with the concrete and other materials. These
chemicals can influence concrete setting time, workability, durability, and resistance to environmental
factors.
Additionally, water leakage tests in tanks were conducted to ensure the integrity and impermeability
of the constructed water storage structures. This test verifies that the tank is properly sealed,
preventing leakage and ensuring long-term performance under operational conditions.
Overall, these materials testing procedures are essential for maintaining quality assurance on site,
ensuring that all materials, soil, concrete, and chemical additives meet the required standards and
specifications, and that the constructed structures are safe, durable, and compliant with engineering
design requirements.
E. Weeks and Activities
The summer training program required us to complete a total of 320 training hours. During my
internship, I joined Al-Naeem Company and actively participated in the Al-Aqool Park project in
Madinah. Over the course of approximately six weeks, including Saturdays, I successfully completed
264 hours of practical training. This period provided me with an opportunity to directly engage with
various aspects of construction management, on-site operations, and technical procedures.
Each week of the internship was structured to allow gradual exposure to different phases of the
project. Initially, my focus was on understanding the organizational framework of the construction
site, including safety protocols, work schedules, and equipment management. I was introduced to the
daily operational routines and learned how the project team coordinates tasks to ensure timely
completion of work while maintaining quality standards.
As the training progressed, I became involved in observing and assisting with practical construction
activities. These included monitoring concrete casting processes, verifying material specifications,
and understanding soil testing procedures. I also had the chance to learn about equipment utilization,
site logistics, and the importance of accurate documentation. This hands-on exposure allowed me to
bridge the gap between theoretical knowledge acquired at the university and practical engineering
applications on-site.
The primary objectives of this training were multifold. First, it aimed to enhance my technical
understanding of civil engineering construction processes, including material handling, structural
work, and quality assurance procedures. Second, the program sought to develop my professional
skills, such as teamwork, communication, and problem-solving, which are essential for successfully
managing complex construction projects. Third, it provided insight into project planning and
12 | P a g e
scheduling, highlighting how engineers coordinate resources, manage timelines, and address
unforeseen challenges on a live construction site.
Moreover, the internship helped me gain a better understanding of safety standards and regulations
that govern large-scale construction projects. By participating in site inspections and observing safety
measures, I recognized the critical role that safety management plays in protecting both personnel and
project assets. Additionally, I learned to interpret technical drawings, understand material
specifications, and follow the guidance of experienced engineers in decision-making processes.
Another important objective was to familiarize myself with the company’s operational culture and
workflow. Working closely with the project team allowed me to observe professional conduct,
hierarchical structures, and the integration of various engineering disciplines. This experience
reinforced the importance of collaboration and effective communication in achieving project
objectives.
By the end of my six-week training period, I had gained a comprehensive overview of the
construction process, from preliminary site preparation to active construction activities. Although I
completed 264 out of the required 320 hours, this experience provided a solid foundation in civil
engineering practices and enhanced my confidence in applying theoretical knowledge to real-world
scenarios. The remaining hours will be completed with additional on-site activities, ensuring full
compliance with the program requirements.
Overall, the weeks spent at Al-Aqool Park were invaluable in achieving the learning objectives set for
the summer training program. This hands-on experience has not only strengthened my technical skills
but also improved my understanding of project management, teamwork, and professional ethics
within a construction environment.
E.1 First Week
The first week of my cooperative training at Al-Aqool Park Project began on Sunday, 22/06/2025.
Initially, I needed some time to identify a company that aligned with my career objectives and offered
a project relevant to my field. Additionally, the approval process for the training letter caused a slight
delay in starting the training. On the first day, I was formally introduced to the primary project, which
covers an area exceeding one million square meters with a total project value of 400 million SAR.
During the introductory day, I was briefed on the overall scope of work, which encompasses the
construction of irrigation networks, paving and foundation of walkways, roadworks, parking facilities,
soil backfilling, water tank and restroom construction, building finishing works, internal and external
waterproofing, plumbing systems, and the installation and commissioning of mechanical pumps. I
also met most of the supervising engineers and reviewed several structural design documents, which
provided a clear understanding of key design elements. Overall, the first day was highly informative
and laid a solid foundation for the upcoming training activities.
On Monday, 23/06/2025, I supervised the concrete casting of two water tank walls, each with a
capacity of 3,000 cubic meters, using a concrete pump. During this process, a slump test was
performed on the first concrete delivery, resulting in a value of 12.5 cm, which was approved by the
consultant. However, the second delivery was rejected as its slump measured 11.5 cm, below the
required range of 14–18 cm for wall elements. Although the materials engineer recommended adding
a plasticizer to improve workability, the consultant declined due to concerns about potential
reductions in compressive strength. Furthermore, I supervised the waterproofing and finishing works
for Tank 1, ensuring that the quality standards were maintained.
13 | P a g e
On Tuesday, 24/06/2025, we carried out activities related to the revision of Restroom 4 foundations.
The old foundations were demolished due to the appearance of cracks, and the new foundations were
cast according to the updated layout. Special attention was given to site cleanliness and organization
in preparation for a visit from the Deputy Mayor of the Madinah Region. Additionally, we removed
formwork from Tank No. 6, executed surface treatments to correct minor defects, and cleaned the tank
thoroughly to meet the required quality standards.
On Wednesday, 25/06/2025, site cleaning activities continued, and I supervised backfilling works.
During these operations, I gained practical experience with the differences between using crushed
stone at a depth of 1 meter and sand at a depth of 60 centimeters. This provided a deeper
understanding of material compaction behavior, appropriate application, and structural considerations
for different backfill types.
On Thursday, 26/06/2025, and Saturday, I supervised the installation of irrigation pipelines using PVP
pipes with a diameter of 225 millimeters. These installations were performed at surface level, not
exceeding 3 meters in depth. The supervision focused on ensuring correct alignment, proper
connections, and adherence to the design specifications. Additionally, I participated in reviewing
infrastructure design layouts using Autodesk Civil 3D, particularly focusing on irrigation network
profiles and alignment data. This experience highlighted how digital modeling helps manage elevation
changes and pipe slopes, which directly contributes to accuracy and efficiency in field
implementation.
Overall, Week 1 provided comprehensive exposure to both practical field operations and technical
design processes, enhancing my understanding of project execution, quality control, and construction
supervision within a large-scale civil engineering project.
E.2 Second Week
During the second week of my cooperative training at Al-Aqool Park Project, I engaged in a
variety of technical and supervisory activities that enhanced my practical understanding of
construction processes and structural details.
On Sunday, 29/06/2025, after reviewing the pergola design created using SAFE software and
examining the isolated footing reinforcement details, we checked the reinforcement formwork. This
process involved verifying the concrete cover, dimensions (80×80 cm), and stirrup placement.
Additionally, I inspected the stabilized soil and the reinforcement form of Tank 6 openings to ensure
compliance with design specifications. Excavation works for Tank 9, which has a total volume of
3,000 cubic meters, were also monitored. Furthermore, a confirmed water leakage issue in Bathrooms
4 was identified and discussed with the Materials Engineer and Consulting Engineer. We agreed on a
solution involving the application of waterproofing grout and treatment of concrete honeycombing to
ensure durability and proper sealing.
On Monday, 30/06/2025, I supervised the complete backfilling of Water Tank No. 8 with a 30 cm
thick layer of sand. During this process, I observed the equipment used, including the grader and
roller compactor, and ensured that all operations complied with project specifications. Additionally, I
collected design drawings for water tanks, pergolas, and bathrooms from the technical office and
discussed structural and architectural details with the engineer to gain a better understanding.
On Tuesday, 01/07/2025, I learned the rebar anchoring (doweling) method into existing concrete using
epoxy adhesive, including proper drilling, cleaning, and insertion techniques. Carpentry formwork
works for four bathrooms were supervised and prepared for future concrete casting. Moreover, Water
14 | P a g e
Tank No. 8 was handed over after completing backfilling, and a compaction test using a nuclear
density gauge showed field results within 2–4% of laboratory measurements, which was deemed
acceptable by the Materials Engineer. Supervision of ongoing box culvert construction also continued.
On Wednesday, 02/07/2025, a borehole soil test was conducted at the culvert site to classify the soil
type. Concrete casting for tank openings and soil replacement works were performed as part of
foundation preparation. I reviewed culvert design drawings and backfilling layers with the engineer to
fully understand the construction details. Additionally, sand leveling for the first layer at Bathrooms 4,
formwork inspection for the manhole and tank walls at Bathrooms 2, and approvals for backfill layers
at Tank 8 and soaking layers at Tank 5 were completed. Tank 2 completed dowel installation in pump
foundations but pending chipping due to lack of a generator and jackhammer. Cleaning operations
continued at Tank 6 in preparation for internal waterproofing. Excavation progressed at Tank 9, and
waterproofing and carpentry works advanced at Bathrooms 6 and Culvert 1.
On Thursday, 03/07/2025, and Saturday, I spent time in the technical office with another engineer
reviewing structural drawings, including details of the ground beam (mida), analyzing it to determine
its moment capacity. Additionally, site preparations were made to provide a generator for Bathrooms 3
and fuel for ongoing waterproofing and electrical works at Bathrooms 6.
Overall, Week 2 provided extensive hands-on experience in structural inspection, backfilling,
formwork supervision, concrete anchoring techniques, and coordination between field and technical
office activities. This week reinforced my understanding of construction quality control, safety
measures, and the integration of design with field execution in large-scale civil engineering projects.
E.3. Third Week
During the third week of my cooperative training at Al-Aqool Park Project, I continued to gain
practical experience in construction supervision, formwork, backfilling, and quality control for
various site elements, including tanks and toilet facilities.
On Sunday, 06/07/2025, maintenance was conducted on Tank 8 after the compactor accidentally
scratched the waterproofing layer during backfilling. The damaged areas were repaired to restore the
integrity of the tank. Additionally, formwork activities for the foundations of Toilet 6 were initiated to
prepare for upcoming concrete casting.
On Monday, 07/07/2025, cleaning operations continued in Tank 6, while backfilling progressed for
Toilets 4, including two 60 cm sand layers followed by a 30 cm sub-base layer. The foundation layout
for Toilets 4 was carried out, and epoxy coating works continued in Tank 5. Concrete casting was
completed for the walls of the tank and manhole in Toilets 2, and reinforcement works for the
foundations of Toilets 6 were performed.
On Tuesday, 08/07/2025, backfilling for Toilets 4 was handed over, and reinforcement works for the
foundations of Toilets 6 continued. Foundation designs for Toilets 6 were reviewed prior to handover.
During this day, I was guided by the supervising engineer on how to properly document daily site
reports, including tracking progress and identifying pending tasks. Site requirements for the next day
included providing a generator for carpentry works in Toilets 1, sand and laborers for Toilets 4, a JCB
and sub-base material for Tank 8, and a water tanker for curing works in Toilets 6.
On Wednesday, 09/07/2025, the consultant reviewed the foundation levels in Toilets 4 and suggested
corrective measures, such as casting an additional concrete layer to unify the level and constructing
columns of varying lengths to adjust elevation. Foundations of Toilets 6 were handed over, with
15 | P a g e
observations noted regarding concrete cover and stirrup spacing (not exceeding 20 cm). Formwork
was removed from the walls of the tank and manhole in Toilets 2, and metal finishing was applied to
smooth the floor in Tank 6.
On Thursday, 10/07/2025, and Saturday, site activities included sand leveling for the second layer
around the tank and manhole of Toilets 4. The ninth sub-base layer of Tank 8 was surveyed and
inspected by the laboratory. In Tank 2, chipping of pump foundations was completed, though
formwork remained pending due to generator availability. Internal waterproofing in Tank 6 was
finalized, while rock excavation continued in Tank 9. Reinforced concrete foundations were cast in
Toilets 6, and plain concrete foundations were cast in Toilets 5. In Culvert 1, sub-base sampling,
primer waterproofing for the manhole, and rock breaking operations were carried out. Epoxy second
coat works in Tank 5 remained on hold pending a new contractor agreement, while curing of tank and
manhole walls continued in Toilets 2. Formwork for the roof of Tank and manhole in Toilets 1 was
pending generator availability.
Daily requirements for this week included heavy equipment such as bulldozers, breakers, JCBs, subbase materials, water tankers, laborers, generators, and reinforcement steel bars.
Overall, Week 3 provided extensive exposure to maintenance, backfilling, formwork supervision,
concrete casting, and quality inspections. I developed a stronger understanding of site coordination,
proper documentation, and integration of laboratory tests with field operations to ensure compliance
with design and safety standards.
E.4. Fourth Week
During the fourth week of my cooperative training at Al-Aqool Park Project, I focused on
backfilling, waterproofing, foundation works, excavation, and learning structural design concepts and
site management practices.
On Sunday, 06/07/2025, the 10th sub-base layer backfilling was completed at Tank 8, and internal
epoxy waterproofing for the tank was handed over. Rock excavation continued at Tank 9, while
reinforced concrete foundations for Bathrooms 6 and plain concrete foundations for Bathrooms 5
were poured and handed over. Waterproofing works for Tank 5 commenced with a new subcontractor.
Backfilling and leveling were completed for Bathrooms 4, and foundation treatments were finalized
for Bathrooms 5 and 6. Additionally, Ø14mm steel reinforcement was received from the workshop for
upcoming footing works.
On Monday, 07/07/2025, I attended a session with the workshop supervisor to discuss culvert design.
I gained a general understanding of culverts and their practical applications in civil engineering
projects. During the session, I also received an introduction to Civil 3D software, learning how to
receive and review design files from the consultant and apply necessary modifications.
On Tuesday, 08/07/2025, excavation works continued at Tank 9, and I participated in a borehole test
at the culvert opening. I learned the purpose of borehole testing, including soil classification,
groundwater assessment, and understanding soil behavior for foundation design.
On Wednesday, 09/07/2025, I observed the use of bentonite slurry during borehole drilling, which
prevents collapse and water ingress. I also visited a site managed by a colleague at Elite Contracting
Company for a residential hotel project. During this visit, I conducted a site tour to observe ongoing
structural works, reviewed rebar invoices to learn quantity calculation and verification, and observed
16 | P a g e
the execution of shear walls to understand their contribution to lateral stability in high-rise structures.
On this day, I was absent for personal reasons due to a car breakdown.
On Thursday, 10/07/2025, and Saturday, I was absent due to the same personal issue with
transportation.
Overall, Week 4 provided a combination of hands-on construction activities, including backfilling,
waterproofing, and foundation work, along with exposure to structural analysis, software applications,
and site management practices. This week reinforced my understanding of how field operations
integrate with design concepts and project documentation.
E.5. Fifth Week
Throughout the fifth week of my cooperative training at Al-Aqool Park Project, the focus was on
backfilling, leveling, concrete casting, epoxy waterproofing, and reinforcement works.
On Sunday, 20/07/2025, work included the third sand layer completion for Toilets 4 septic tank and
continuation of sand backfilling. Tank 8 underwent leveling works and sub-base material supply for
the eleventh layer. Tank 2 pump foundation chipping was completed, pending carpentry and rebar
works. Rock cutting continued at Tank 9, while leveling and rock backfilling were completed at
Culvert 1. Tank 5 epoxy second layer works were halted pending contractor agreement. Primer
waterproofing for Toilets 5 foundations was inspected and approved, and rebar works for Toilets 1
tank and septic slab were executed. Carpentry works for column necks in Toilets 6 were also
underway. Equipment requirements included jackhammers, bobcats, rollers, water tankers, laborers,
and generators.
On Monday, 21/07/2025, progress included watering of the third sand layer for Toilets 4, continued
sand backfilling, and ongoing leveling and sub-base supply for Tank 8. Tank 2 received approval for
carpentry, rebar, and surveying works, while Tank 9 rock cutting continued. Concrete curing
commenced for Toilets 1 slab and Toilets 6 column necks. Daily requirements included jackhammers,
rollers, bobcats, sub-base material, water tankers, laborers, and a generator for waterproofing.
On Tuesday, 22/07/2025, the third sand layer watering for Toilets 4 continued. Tank 8 pump room
chipping was completed, while backfilling around the tank was delayed due to a sub-base material
shortage. Tank 2 pump room foundations were cast, Toilets 1 tank and septic tank slab were cast, and
Toilets 6 column necks were poured. Tank 6 pump room cleaning was also performed. Equipment
requirements included jackhammers, bobcats, sub-base materials, cranes, and water tankers.
On Wednesday, 23/07/2025, concrete curing continued for Toilets 1, 6, and Tank 2 pump room
foundations. Toilets 4 third sand layer works were approved. Rock cutting continued at Tank 9. Tank 8
backfilling remained pending due to lack of sub-base material. Second epoxy layer works at Tank 5
were still on hold pending contractor agreement. Rebar, carpentry, and surveying works were ongoing
for various toilet foundations. Observations on shear walls and their role in lateral stability were
noted. Equipment requirements included stone supply, bulldozers, jackhammers, bobcats, sub-base
material, water tankers, and concrete vibrators.
On Thursday, 24/07/2025, and Saturday, Toilets 4 cleaning and compaction were completed in
preparation for plain concrete foundations. Concrete curing continued for Toilets 1, 6, and Tank 2
pump room. Tank 9 rock cutting and Tank 5 epoxy works remained ongoing or on hold.
On Saturday, 26/07/2025, carpentry works for Toilets 5 reinforced foundations were completed, and
rebar works continued. Stone supply and breaking works were conducted at Wadi Culvert and Pit 9.
17 | P a g e
Equipment requirements included stone supply and bulldozers, bobcats and sub-base materials, cranes
for lifting curbs, submersible pumps, and water tankers for curing concrete works.
Overall, Week 5 provided substantial exposure to site coordination, concrete casting, backfilling
operations, reinforcement works, and quality inspections, reinforcing my understanding of practical
construction management and integration of field activities with project design requirements.
E.6. Sixth Week
Throughout the sixth week of my cooperative training at Al-Aqool Park Project, I was involved in
multiple construction and supervision activities, focusing on excavation, backfilling, reinforcement
works, tiling, and epoxy waterproofing for various site structures.
On Sunday, 27/07/2025, tasks included cleaning footings after formwork removal for Toilet Block 5,
setting out column starter bars through surveying, and continuing excavation works at Tank 9.
Backfilling around Tank 8 remained on hold due to sub-base unavailability. Additionally, I reviewed
reinforcement details for the chamber room. Material supply activities included the start of Wadi rock
delivery for Culvert 1.
On Monday, 28/07/2025, ongoing works involved continuing rock cutting at Tank 9, inspecting the
third layer of external primer waterproofing at Toilet Block 3, and cleaning around the sump pit and
tank. Compaction and leveling were performed below the blinding layer at Toilet Block 4, and
formwork was dismantled for Toilet Block 1 tank and sump pit slab. Basin 9 stone breaking works
continued, and non-conformance reports (NCRs) were closed.
On Tuesday, 29/07/2025, the main activities included sub-base layer testing at Tank 8 layer 8 using
LDMK methods, ensuring compaction within a maximum 2% error margin. Tank 5 second-layer
epoxy works remained on hold until a new subcontractor agreement. Carpentry, surveying, and
steelworks for column footings at Toilet Block 5 were inspected. Material requirements included
Wadi-type rock, bobcats, sub-base material, water tankers, submersible pumps, and concrete vibrators
for upcoming casting.
On Wednesday, 30/07/2025, tiling works were carried out, including ground leveling, backfilling with
a 20 cm sand layer, leveling, and compaction to prepare for tile installation. Excavation continued at
Tank 9 using a rock breaker, and epoxy waterproofing works were initiated at Tank 5. Ready-mix
concrete was required for casting columns at Toilet Blocks 5 and 6, along with sub-base material and
sand for backfilling around Tank 8.
Overall, Week 6 provided significant exposure to site coordination, structural preparation, quality
control, and material management. I enhanced my understanding of how precise leveling, compaction,
and inspection processes are integrated into daily field operations to ensure compliance with project
specifications and design requirements.
IV.
Ham Al-Mudn project
18 | P a g e
The training at Ham Al-Mudun Real Estate Development Company was conducted at a residential
project located in Al-Salam District, consisting of a five-story building with a total area of 712 m². At
the time of my training, the project had reached the final structural phase, and finishing works had
commenced, providing a comprehensive learning environment. I actively participated in and observed
a wide range of site activities, including plastering of walls and ceilings, ensuring consistent
thickness, smooth finishes, and proper curing, which enhanced my understanding of surface
preparation techniques and material handling. I was involved in bathroom waterproofing works,
where I learned the importance of multiple waterproofing layers, proper application methods, and
inspection procedures to prevent future leakage and ensure long-term durability. Additionally, I
assisted in surface preparation for tiling and finishing works, including cleaning, leveling, and
checking surfaces for adherence to design and quality standards. Throughout these activities, I gained
practical experience in material handling, quality control, and site supervision, observing the
workflow of different trades, including plasterers, waterproofing teams, tilers, and masons, and how
effective coordination between them ensures timely project completion. I also learned the significance
of maintaining site safety, organization, and cleanliness, and how these factors impact efficiency and
quality on a construction site. Moreover, I developed skills in reading and interpreting technical
drawings, following design specifications, and implementing them in real-world scenarios, which
strengthened my ability to connect theoretical knowledge with practical applications. Overall, this
training provided an invaluable opportunity to understand the transition from structural completion to
finishing works, including project scheduling, resource allocation, and problem-solving on-site. It
significantly enhanced my technical skills, site awareness, and overall understanding of professional
construction practices, preparing me for future roles in civil engineering and project management.
A. Weeks And Activities
The summer training program required completing a total of 320 hours. I initially joined Al-Aqool
Park Project at Al-Naeem Company, where I completed 264 hours over approximately six weeks,
including Saturdays. During this period, I was involved in various construction activities such as
concrete casting, backfilling, reinforcement, waterproofing, and site supervision, gaining extensive
practical experience in large-scale project execution. After completing this period, I continued my
training with Ham Al-Mudun Real Estate Development Company at a residential and commercial
building project located in Al-Salam District, covering a total area of 712 m² and consisting of five
floors. I completed the remaining hours, approximately two weeks, focusing on the final structural
phase and the beginning of finishing works. My tasks included plastering walls and ceilings, ensuring
uniform thickness and proper curing, bathroom waterproofing, and surface preparation for tiling and
finishing works, including leveling, cleaning, and inspection to meet design and quality standards.
Throughout this period, I observed and coordinated with different trades such as plasterers,
waterproofing teams, tilers, and masons, learning the importance of site safety, organization, and
effective workflow management. I also developed practical skills in reading technical drawings,
implementing design specifications, and performing quality control checks. Overall, my training
across both projects provided a comprehensive understanding of residential and large-scale
construction, bridging theoretical knowledge with real-world applications, enhancing my technical
skills, site awareness, and professional development in civil engineering.
A.1 Seventh Week
19 | P a g e
During Week 7 of my cooperative training at Ham Al-Mudun Real Estate Development Company,
I participated in various finishing and technical activities at the residential and commercial building
project in Al-Salam District, which consists of five floors covering a total area of 712 m². On Monday,
18/08/2025, I was involved in internal wall plastering works on the ground floor, ensuring smooth
surfaces and proper thickness according to project specifications. In addition, I observed the handover
of wet areas for waterproofing, which included preparing the bathrooms and service areas to ensure
correct application of waterproofing materials. I also participated in site cleaning and material
arrangement, ensuring that all tools, equipment, and construction materials were properly organized,
and assisted in the delivery of new finishing materials such as tiles and white cement.
On Tuesday, 19/08/2025, plastering works continued on the first floor, and I was engaged in the first
layer of waterproofing in the bathrooms, which is critical for preventing future leakage and ensuring
durability. I also observed surface leveling with mortar for flooring, ensuring a flat and even base for
subsequent tiling, and participated in inspection of window and door openings to confirm that
dimensions and alignment matched the design specifications.
On Wednesday, 20/08/2025, I assisted in the commencement of floor tiling in corridors, ensuring
proper alignment, spacing, and leveling of the tiles. I also observed the installation of metal door
frames and checking tile levels and alignment to maintain high-quality finishes. Furthermore, I helped
in fixing wire mesh at wall junctions to improve bonding for plastering, which enhances the structural
integrity and durability of wall finishes.
On Thursday and Saturday, 21/08/2025, my activities expanded to include internal electrical works,
such as conduits and boxes installation, and internal plumbing works, including water supply and
drainage systems. I also observed gypsum false ceiling works in halls and assisted in testing plumbing
pipes for leakage, gaining practical understanding of inspection procedures and quality control
measures.
Overall, Week 7 provided extensive exposure to finishing, waterproofing, tiling, electrical, and
plumbing works, emphasizing the importance of coordination, quality control, and adherence to
design specifications. This week significantly enhanced my technical skills, site awareness, and
understanding of the processes required to transition from structural completion to the final finishing
stages in a residential building project.
A.2 Eighth Week
During Week 8 of my cooperative training at Ham Al-Mudun Real Estate Development Company,
I focused on plastering, finishing, and site management activities at the residential and commercial
building project in Al-Salam District. Early in the week, I participated in the review of construction
documents and shop drawings with the site engineer, which provided valuable insight into how to
compare executed works against approved designs. This activity enhanced my understanding of
quality control, compliance with design specifications, and coordination between different trades,
including electrical and mechanical installations in relation to finishing works.
On Sunday, 24/08/2025, I continued wall plastering on the first floor and began plastering ceilings in
the corridors. I also observed and assisted in repairing defects in previously completed plastering on
the ground floor and participated in site cleaning, removing mortar and sand debris to maintain an
organized and safe working environment.
On Monday, 25/08/2025, plastering works continued in the bedroom walls on the first floor, and I
assisted in starting ceiling plastering in the first-floor living rooms. I also took part in repairing plaster
20 | P a g e
defects in ground floor bathrooms and in cleaning debris from the first-floor rooms, ensuring proper
preparation for subsequent finishing works.
Overall, Week 8 provided extensive exposure to plastering techniques, defect repair, site organization,
and the review of construction documentation, reinforcing the importance of accuracy, attention to
detail, and coordination in completing high-quality finishing works. This week significantly enhanced
my practical skills in construction quality control, site supervision, and understanding the integration
of finishing works with mechanical and electrical installations, preparing me for professional
responsibilities in civil engineering and construction management.
V.
Health, Safety, and Environmental (HSE) Practices
During my internship, I had the invaluable opportunity to observe and actively engage with
comprehensive Health, Safety, and Environmental (HSE) protocols, which are fundamental in modern
construction practices. The project management team placed exceptional emphasis on strict
compliance with safety standards, ensuring that every worker and visitor adhered to personal
protective equipment (PPE) requirements, including helmets, gloves, safety boots, harnesses, and
reflective vests. I also gained insight into advanced safety management systems, including hazard
identification, risk assessment, and emergency response procedures. Environmental protection
measures, such as systematic waste segregation, reduction of dust and noise pollution, and careful
handling of construction materials, were rigorously enforced to minimize the ecological footprint of
the project. Observing regular safety briefings, emergency drills, and quality inspections allowed me
to comprehend the intricate relationship between safety culture and operational efficiency. This
experience reinforced my understanding that proactive safety management is not only a regulatory
obligation but also a crucial component for maintaining productivity, safeguarding human lives, and
promoting sustainable construction practices.
VI.
Challenges & Problem-Solving
Throughout the internship, I encountered a wide array of challenges that significantly enhanced my
problem-solving and critical thinking capabilities. Coordinating between multiple teams—ranging
from engineers and contractors to site laborers—required effective communication and meticulous
planning, especially when unexpected schedule changes or logistical delays occurred. I observed
material delivery disruptions, equipment malfunctions, and technical discrepancies, which
necessitated prompt and strategic interventions to prevent workflow interruptions. By participating in
site meetings, observing troubleshooting procedures, and consulting with senior engineers, I learned
how to approach complex problems systematically: identifying root causes, evaluating possible
solutions, and implementing corrective measures without compromising project timelines or quality
standards. These experiences cultivated resilience, adaptability, and decisiveness, while
21 | P a g e
simultaneously highlighting the importance of analytical thinking and collaboration in overcoming
practical construction challenges. The exposure to real-life problem-solving scenarios provided a
deeper appreciation for the dynamic and unpredictable nature of large-scale construction projects.
VII.
Skills and Competencies Developed
The summer training program offered an unparalleled opportunity for the practical application of
theoretical knowledge, providing a bridge between classroom concepts and real-world engineering
practice. During my internship at Al-Naeem Company in the Al-Aqool Park project and subsequently
at Ham Al-Mudun Company on a residential project, I was able to engage in multiple facets of civil
engineering tasks, thereby enhancing both my technical and professional skills. These experiences not
only expanded my technical capabilities but also strengthened my understanding of project
management, teamwork, problem-solving, and effective communication—skills crucial for a
successful career in civil engineering.
One of the most significant areas of skill development was in construction site operations and
management. At Al-Aqool Park, I closely observed and participated in various phases of construction,
including earthwork, foundation preparation, structural concrete works, and finishing works. The
exposure to heavy machinery and equipment, such as excavators, concrete mixers, and compactors,
enabled me to understand their operational procedures and the importance of selecting the right
equipment for specific tasks. Furthermore, I gained knowledge about equipment maintenance,
operational safety, and the efficiency impacts of proper scheduling. I learned that well-maintained
equipment and strategic deployment are crucial for minimizing delays and ensuring the quality of
construction output.
The internship also allowed me to improve my technical skills related to materials testing and quality
control. I attended several laboratory sessions where I observed and learned tests such as soil
compaction using nuclear density gauges, Atterberg limits tests to classify soil types (e.g., A-5, A-6,
and A-7), and plate load tests for settlement measurement. For instance, the nuclear densometer test
not only enabled me to understand the field determination of dry density and moisture content but also
highlighted the significance of maintaining these parameters within the acceptable limits to ensure
structural stability. The soil classification exercises helped me develop a practical understanding of
soil behavior under load, which is invaluable for foundation design and geotechnical decision-making.
Moreover, the exposure to project documentation and reporting was instrumental in enhancing my
organizational and analytical skills. I was responsible for compiling daily logs, recording inspection
results, and monitoring the progress of construction activities against the planned schedule. This task
honed my ability to observe critically, record accurately, and analyze discrepancies between planned
and actual work. Writing these reports improved my technical writing skills, as I learned how to
present data clearly, concisely, and in a professional format suitable for engineering documentation.
These reporting skills are fundamental, as accurate documentation is vital for both quality assurance
and future reference in engineering projects.
22 | P a g e
Another critical area of development was teamwork and professional communication. Working
alongside engineers, supervisors, and technicians required effective collaboration and clear
communication. I learned how to articulate ideas, ask relevant questions, and convey observations
without ambiguity. Additionally, participating in safety briefings, toolbox talks, and daily coordination
meetings improved my ability to listen attentively and respond appropriately, fostering a professional
and respectful work environment. These experiences emphasized that technical expertise alone is
insufficient; success in civil engineering relies heavily on interpersonal skills, leadership, and the
ability to work cohesively in multidisciplinary teams.
The internship also enhanced my problem-solving and analytical thinking. On several occasions, I
encountered on-site challenges, such as delays in material delivery, equipment malfunction, or
variations in soil conditions. Through guidance from senior engineers, I learned to analyze the root
causes of these problems, evaluate potential solutions, and implement corrective measures. For
example, during a compaction test, when the soil density readings were below the required standard, I
observed the troubleshooting process, which involved adjusting compaction methods, reviewing
moisture content, and ensuring uniform soil placement. This practical problem-solving experience
reinforced my ability to apply theoretical knowledge to address real-world challenges efficiently.
Additionally, the internship fostered time management and personal discipline, as I had to balance
multiple tasks, meet strict deadlines, and ensure the accuracy of work under time constraints. I
developed a systematic approach to prioritize activities, manage workload, and maintain attention to
detail, which are essential skills for any civil engineer working on large-scale projects. Tracking daily
progress and adhering to project schedules also provided insight into the importance of planning and
monitoring, which are key components of successful project management.
The exposure to safety and health practices (HSE) significantly influenced my understanding of
responsible engineering. I participated in safety audits, learned about hazard identification, risk
assessment, and preventive measures, and became aware of the legal and ethical responsibilities of
engineers to ensure safe working environments. Understanding and implementing HSE standards not
only protects workers but also enhances productivity and project quality, emphasizing that safety and
efficiency are complementary rather than conflicting priorities.
Finally, the internship experience cultivated adaptability and continuous learning. Each site presented
unique conditions, from soil types and structural requirements to logistical and environmental
challenges. Adapting to these variations required flexibility, quick thinking, and a willingness to learn
from observations and mentorship. I also realized the importance of staying updated with new
construction technologies, materials, and methods, as engineering is a dynamic field where continuous
improvement is key to professional growth.
In conclusion, the summer training program was instrumental in developing a comprehensive skill set
that spans technical, analytical, organizational, and interpersonal domains. The combination of handson experience, observation, and mentorship allowed me to apply theoretical knowledge to practical
situations, understand the nuances of construction management, and enhance my professional
capabilities. Skills gained, including equipment handling, materials testing, project documentation,
teamwork, problem-solving, time management, safety practices, and adaptability, form a solid
foundation for my future career as a civil engineer. This experience demonstrated that real-world
engineering challenges require not only academic knowledge but also practical skills, professional
judgment, and the ability to collaborate effectively, making the internship an invaluable component of
my engineering education.
23 | P a g e
VIII.
Lessons Learned / Key Takeaways
The internship provided profound insights into the multifaceted nature of engineering projects and
the professional mindset required to execute them successfully. One of the most valuable lessons was
understanding the critical role of meticulous planning, strict adherence to design specifications, and
continuous quality monitoring in achieving project objectives. I observed how theoretical engineering
principles, including structural load distribution, material properties, and construction techniques, are
applied systematically to ensure safety, efficiency, and sustainability. Additionally, I gained a deeper
appreciation for teamwork, effective communication, and coordination among diverse project teams,
which are pivotal in overcoming operational challenges. The experience emphasized the importance
of proactive problem-solving, attention to detail, and adaptability in dynamic work environments. It
also reinforced the significance of lifelong learning and professional development, inspiring me to
continually refine my technical knowledge and practical skills to meet the evolving demands of the
engineering profession.
IX.
Comparison Between Large-Scale and Residential Projects
During my training, I had the distinctive opportunity to work on both a large-scale urban
development project (Al-Aqool Park) and a smaller residential construction project, providing a
unique perspective on operational, managerial, and technical differences. Large-scale projects
necessitated elaborate planning, extensive coordination among multidisciplinary teams, meticulous
quality control, and adherence to rigid timelines, with high levels of documentation and formalized
procedures. Conversely, residential projects emphasized direct, hands-on supervision, swift problemsolving, and flexibility in task execution, while operating with relatively fewer resources and
personnel. Observing the contrast in equipment utilization, material management, and workflow
complexity allowed me to appreciate how project size, scale, and scope influence engineering
decisions, resource allocation, and overall productivity. This comparative experience enhanced my
understanding of diverse construction methodologies and broadened my perspective on managing
projects of varying magnitude, equipping me with valuable insights for future professional
engagements in the engineering field.
24 | P a g e
X.
Conclusion
In summary, the summer training program provided an invaluable opportunity to bridge the gap
between theoretical knowledge and practical engineering applications. Throughout the internship at
Al-Naeem Company and Ham Al-Mudun Company, I was exposed to a wide range of civil
engineering activities, including construction site operations, materials testing, equipment handling,
project documentation, and quality assurance. This experience significantly enhanced my technical
skills, problem-solving abilities, and professional competencies, particularly in teamwork,
communication, time management, and adherence to safety standards. The program also allowed me
to observe and participate in real-world decision-making processes, giving me insight into the
complexities and challenges inherent in construction projects.
Despite the enriching experience, several challenges were encountered during the training. Adapting
to the fast-paced construction environment required quick learning and flexibility, particularly when
unexpected site issues arose, such as variations in soil conditions or equipment malfunctions.
Additionally, coordinating with multiple teams and understanding diverse procedures sometimes
proved challenging, emphasizing the importance of effective communication and clear reporting.
These challenges, however, provided valuable lessons in resilience, critical thinking, and practical
problem-solving.
To further enhance the training experience and the quality of reports, several recommendations can be
made. First, incorporating structured workshops on report writing and data documentation could help
trainees develop clearer and more professional reporting skills. Second, providing more hands-on
involvement in decision-making processes and project planning would deepen understanding of
engineering management principles. Third, establishing a structured feedback system during the
training could allow trainees to identify areas for improvement in real-time and enhance learning
outcomes. Finally, integrating modern technologies, such as digital project management tools and
advanced testing equipment, could make the training more aligned with current industry practices.
Overall, the training program was a highly rewarding experience that not only strengthened my
technical expertise but also developed essential soft skills, preparing me for a future career in civil
engineering. The challenges encountered fostered personal growth, and the suggestions provided
could serve to improve the effectiveness of both the training program and the reporting process,
ensuring that future interns gain maximum benefit from similar experiences.
25 | P a g e
References
•
Seal A., Imran A., Gias A. U., & Sakib K. (2020). Effects of
internship on fresh graduates: A case study on IIT, DU students.
arXiv.
•
U.S. Department of Labor & American Association of
Engineering Societies (AAES). (2015). Engineering
Competency Model (ECM). In Civil Engineering Body of
Knowledge.
•
American Society of Civil Engineers. (2021). ASCE Library &
Civil Engineering Database (CEDB). Retrieved from ASCE
platform.
•
Blaschke, J. D. (1972). Delivering engineering knowledge
through internships to develop administrative and managerial
skills (Thesis, California State Polytechnic University, Pomona).
•
Journal of Civil Engineering and Management. (n.d.). Taylor &
Francis. Retrieved from Taylor & Francis Online.
26 | P a g e
Appendix A: Site Photos
Figure A1: Reinforcement of flat slab
for bathroom manhole, prepared for
concrete casting.
Figure A2: Concrete casting of isolated
footing for bathrooms.
Figure A3: Internal waterproofing of
the tank using epoxy material.
Figure A4: 30 cm thick sub-base layer
for the tank after compaction.
27 | P a g e
Appendix B: Project Drawings
Figure B1: Architectural layout of Al-Aqool Park showing
the overall site plan, building locations, and landscape areas.
Figure B2: Dimension plan of isolated footings for Bathroom 6.
28 | P a g e
Figure B3: Structural design of Water Tank for Bathroom 6
Figure B4: Structural design section of the culvert opening.
29 | P a g e
Appendix C: Field Test Results
C.1 Compaction Test (Nuclear Gauge)
Layer / Location
Method
Result
Notes / Key Learning
Sub-base layer
(after compaction)
Nuclear
Gauge
1.90
g/cm³
Ensured proper
compaction for
structural stability.
Figure C1: Compaction test on sub-base layer using nuclear gauge.
30 | P a g e
C.2 Slump Test
Element / Location
Method
Result
Notes / Key Learning
Concrete slab / Flat Slab
Slump Test
(ASTM C143)
130
mm
Verified workability before casting
structural elements.
Figure C2: Slump test for flat slab concrete with 130 mm slump.
C.3 Soil Classification / Sieve Test
Location / Element
Method
Result
Notes / Key Learning
Culvert floor
Soil Boring / Unified
Soil Classification
A-6
(Clay)
Identified soil type for foundation
design and compaction.
31 | P a g e
Appendix D: Equipment List
Table D1: Major Equipment Used on Site – Al-Aqool Park Project
Equipment
Description / Use
Excavator
Used for excavation of soil, trenches, and foundation pits.
Bulldozer
Used for grading, leveling, and moving soil or sand across the site.
Concrete Mixer
Used to mix concrete on-site for structural and blinding works.
Roller / Compactor
Used for soil and sub-base compaction to achieve required density.
Water Pump
Used for transferring water for concrete curing, cleaning, and irrigation
purposes.
Concrete Pump
Used to transport concrete to specific locations like tank walls or slabs.
Bobcat / Mini
Loader
Used for moving materials in tight areas and assisting with backfilling tasks.
Generator
Provides electrical power for construction tools and temporary site lighting.
Figure D1: Concrete pump used to transport
and place concrete for tank walls and slabs
Figure D2: Crusher used to crush and prepare
stone aggregates for backfilling and concrete works.