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Evaluation of Traffic Load Variation in Onitsha Following the
Construction of the Atani–Obosi Access Route of the Second Niger Bridge,
Nigeria
Onuoha, D. C. and Enukoha, Chukwudi O.
Department of Environmental Management, Faculty of Environmental Sciences, Nnamdi Azikiwe
University, Awka.
DOI: https://doi.org/10.51583/IJLTEMAS.2026.150600112
Received: 29 June 2026; Accepted: 04 July 2026; Published: 16 July 2026
ABSTRACT
Road transportation infrastructure is fundamental to regional mobility, economic growth, and urban
development. However, increasing traffic demand within rapidly urbanizing cities often exceeds the carrying
capacity of existing road networks, resulting in chronic congestion, travel delays, increased transportation costs,
and reduced operational efficiency. The construction of the AtaniObosi Access Route of the Second Niger
Bridge was undertaken to improve regional accessibility and redistribute vehicular traffic previously
concentrated along the existing Niger Bridge corridor into Onitsha. This study evaluated variations in traffic
load resulting from the construction of the access route by comparing traffic conditions before the project with
current traffic flow patterns into Onitsha. The study adopted a transportation assessment approach integrating
Geographic Information Systems (GIS), field traffic observations, and statistical analysis to evaluate traffic
redistribution associated with the new transportation corridor. Traffic volume datasets obtained during the study
were analysed to determine changes in traffic intensity, spatial distribution of vehicular movement, and
transportation efficiency before and after construction of the access route. Comparative analyses were
undertaken to determine the extent to which the new corridor influenced vehicular movement into Onitsha and
surrounding communities. The findings indicate that the AtaniObosi Access Route has significantly altered
traffic distribution within the study area by providing an alternative transportation corridor that reduced
dependence on the traditional route into Onitsha. Traffic flow became more spatially distributed, thereby
reducing traffic pressure along previously congested sections of the existing road network. The study further
demonstrates that the access route has improved regional accessibility, enhanced transportation efficiency, and
strengthened interconnectivity between communities within Anambra State and neighbouring regions. The study
concludes that the AtaniObosi Access Route has contributed significantly to traffic redistribution and improved
transportation performance within the study area. It recommends the integration of continuous traffic monitoring,
intelligent transportation planning, and evidence-based infrastructure management into future highway
development projects to ensure sustainable transportation systems.
Keywords: Traffic Load, Traffic Redistribution, Transportation Infrastructure, Second Niger Bridge, Access
Route, Onitsha, GIS, Traffic Flow, Mobility, Transportation Planning.
INTRODUCTION
Background to the Study
Transportation infrastructure plays a critical role in economic development, regional integration, and urban
growth by facilitating the efficient movement of people, goods, and services. Road transportation remains the
dominant mode of transport in Nigeria because of its accessibility, affordability, and extensive coverage, making
it indispensable for commercial activities and socio-economic development (Afolabi, Oyetubo, & Oluwaji,
2018). However, rapid urbanization and increasing vehicle ownership have intensified traffic demand within
major urban centres, resulting in severe congestion, prolonged travel times, increased operating costs, and
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reduced transportation efficiency (Armah, Yawson, & Papson, 2009). The expansion and development of road
infrastructure therefore remain essential strategies for improving accessibility and accommodating growing
transportation demand (Khanani, Adugbila, Martinez, & Pfeffer, 2020).
The AtaniObosi Access Route of the Second Niger Bridge represents one of Nigeria's major transportation
infrastructure projects designed to improve regional connectivity and provide an alternative corridor for
vehicular movement into Onitsha and adjoining communities. The project was expected to redistribute traffic
previously concentrated on the existing bridge corridor, reduce congestion, improve travel efficiency, and
enhance regional mobility. Assessing the extent to which these objectives have been achieved is essential for
evaluating the effectiveness of the project and informing future transportation planning. This study therefore
investigates variations in traffic load associated with the construction of the AtaniObosi Access Route by
comparing current traffic flow patterns with traffic conditions that existed before the construction of the access
route.
Statement of the Problem
Onitsha remains one of Nigeria's most important commercial cities and serves as a major transportation gateway
linking the southeastern, south-southern, and northern parts of the country. Rapid urbanization, increasing
commercial activities, and population growth have resulted in substantial increases in vehicular traffic, placing
enormous pressure on the existing transportation network (Armah et al., 2009). Prior to the construction of the
AtaniObosi Access Route, traffic entering Onitsha was largely dependent on the existing Niger Bridge corridor,
resulting in persistent congestion, long travel delays, and declining transportation efficiency.
Although the AtaniObosi Access Route was constructed to improve accessibility and redistribute traffic, there
remains limited empirical evidence regarding the extent to which it has altered traffic patterns and reduced traffic
pressure on the existing road network. Previous studies have largely concentrated on the engineering
characteristics of road projects or their environmental implications, while comparatively little attention has been
given to post-construction traffic redistribution and transportation performance within southeastern Nigeria.
Consequently, transportation planners and policymakers have limited empirical information on the effectiveness
of major highway investments in achieving their intended mobility objectives.
This study addresses this knowledge gap by evaluating changes in traffic load associated with the construction
of the AtaniObosi Access Route through a comparison of traffic conditions before and after the project. The
findings provide evidence for assessing the transportation benefits of the project and contribute to improved
planning of future highway developments.
Aim and Objectives
Aim
To evaluate traffic load variation in Onitsha following the construction of the AtaniObosi Access Route of the
Second Niger Bridge by comparing current traffic flow with traffic conditions that existed before construction.
Objectives
The specific objectives of the study are to:
1. evaluate the traffic volume on the AtaniObosi Access Route following its construction;
2. compare current traffic flow into Onitsha with traffic conditions that existed before construction of the
access route;
3. determine the extent to which the AtaniObosi Access Route has redistributed vehicular traffic within
the study area; and
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4. assess the implications of the observed traffic variation for transportation efficiency and regional
accessibility.
LITERATURE REVIEW
Transportation Infrastructure and Traffic Load
Road transportation infrastructure is a fundamental determinant of accessibility, regional connectivity, and
economic development. Improvements in highway infrastructure influence travel behaviour by increasing
network capacity, reducing travel time, improving route reliability, and redistributing vehicular movement across
available corridors (Afolabi, Oyetubo, & Oluwaji, 2018). Consequently, the effectiveness of a new highway is
commonly evaluated by its ability to reduce congestion and improve traffic flow within the surrounding road
network.
Traffic load refers to the volume of vehicles utilizing a transportation corridor within a specified period and
serves as one of the principal indicators of transportation system performance. Variations in traffic load occur
when new infrastructure alters route choice, travel patterns, or network accessibility. Such changes may either
relieve congestion on existing roads or induce additional travel demand where improved accessibility stimulates
increased traffic movement (Duranton & Turner, 2011).
Traffic Congestion and Traffic Redistribution
Traffic congestion remains one of the major challenges confronting rapidly urbanizing cities because it increases
travel time, vehicle operating costs, fuel consumption, and accident risks while reducing the overall efficiency
of transportation systems (Armah, Yawson, & Papson, 2009). Construction of alternative road corridors has
therefore become an important strategy for redistributing traffic away from congested routes and improving
network performance.
Traffic redistribution occurs when motorists modify their route choices following the introduction of a new
transportation facility. The availability of alternative corridors reduces dependence on a single route, balances
vehicular movement across the road network, and improves transportation resilience. Highway expansion and
network improvement have similarly been reported to enhance urban accessibility while reducing pressure on
existing transportation infrastructure (Afolabi et al., 2018).
Transportation Planning and Accessibility
Accessibility is a central objective of transportation planning because it determines the ease with which people,
goods, and services move between locations. Well-planned transportation corridors improve regional
integration, reduce travel impedance, and facilitate economic interactions between urban and rural areas
(Khanani, Adugbila, Martinez, & Pfeffer, 2020). However, improvements in accessibility may also influence
travel demand, resulting in changes in traffic volume and route utilization that require continuous monitoring
and management (Duranton & Turner, 2011).
For this reason, post-construction traffic evaluation has become an essential component of transportation
planning, providing empirical evidence on whether completed infrastructure projects achieve their intended
mobility objectives.
Geographic Information Systems (GIS) in Traffic Assessment
Geographic Information Systems (GIS) have become indispensable tools for transportation analysis because they
facilitate the acquisition, visualization, and interpretation of spatial traffic information. GIS enables the
integration of traffic counts, road networks, travel patterns, and accessibility indicators for comprehensive
transportation assessment (Khanani et al., 2020).
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Combined with field traffic observations and statistical analysis, GIS supports the identification of traffic
redistribution patterns and provides decision-makers with evidence required for transportation planning,
congestion management, and infrastructure optimization.
Empirical Studies on Highway Development and Traffic Performance
Previous studies have shown that highway construction influences traffic conditions through improvements in
accessibility, route choice, and transportation efficiency. Afolabi et al. (2018) reported that highway expansion
in Nigerian cities significantly improved urban mobility and reduced transportation constraints. Similarly,
Armah et al. (2009) observed that urban traffic congestion is strongly influenced by infrastructure capacity and
travel demand, emphasizing the importance of strategic road development for sustainable urban transportation.
Duranton and Turner (2011), however, demonstrated that while new road infrastructure initially reduces
congestion, improvements in accessibility may subsequently generate additional traffic demand through changes
in travel behaviour and economic activities. Their findings suggest that traffic performance should be evaluated
not only immediately after project completion but also over longer periods to understand the full implications of
infrastructure development.
Research Gap
The reviewed literature demonstrates that transportation infrastructure has substantial influence on traffic
redistribution, accessibility, and network performance. Nevertheless, most previous studies have concentrated
on highway capacity, congestion reduction, or induced travel demand without examining the post-construction
redistribution of traffic associated with major bridge access corridors in southeastern Nigeria.
The AtaniObosi Access Route was specifically developed to provide an alternative corridor into Onitsha and
reduce dependence on the traditional OnitshaOwerri Road. While the thesis demonstrates that respondents
perceived smoother traffic flow, reduced delays, improved safety, and reduced congestion following
construction, comprehensive empirical documentation of this redistribution remains limited.
This study addresses that gap by evaluating traffic load variation through comparison of traffic conditions before
and after construction of the AtaniObosi Access Route, thereby providing empirical evidence on the
effectiveness of the project in achieving its transportation objectives.
Below is a publication-quality continuation of the article, developed strictly around the traffic load evaluation
objective. It does not discuss the land-use, LST, air quality, or socio-economic components of the thesis except
where necessary for context.
STUDY AREA AND METHODOLOGY
Study Area
The study was conducted along the AtaniObosi Access Route of the Second Niger Bridge located in Anambra
State, southeastern Nigeria. The access route serves as the principal transportation corridor linking the Second
Niger Bridge to the OnitshaOwerri Expressway through Atani, Odekpe, Okpoko, Obosi, and adjoining
communities. The corridor forms part of the regional transportation network connecting southeastern Nigeria
with the South-South, South-West, and Northern parts of the country.
The study area occupies a strategic position within Nigeria's transportation system because Onitsha functions as
one of the country's largest commercial centres and an important gateway for interstate and regional trade. Prior
to the construction of the Second Niger Bridge Access Route, vehicular movement into Onitsha depended almost
exclusively on the existing Niger Bridge corridor, resulting in persistent traffic congestion, travel delays, and
increased transportation costs, particularly during peak travel periods.
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The construction of the AtaniObosi Access Route introduced an alternative transportation corridor designed to
redistribute vehicular traffic entering Onitsha while improving accessibility to surrounding communities.
Consequently, the corridor provides an appropriate case study for evaluating post-construction traffic
redistribution and transportation performance.
The study area was selected because it represents one of the most significant transportation infrastructure
developments undertaken in southeastern Nigeria in recent decades and provides an opportunity to evaluate the
effectiveness of alternative highway corridors in reducing traffic pressure within highly congested urban
transportation networks.
Insert Figure: Location Map of the Study Area (Use the corresponding figure number provided in Chapter
Three of the thesis.)
METHODOLOGY
Research Design
The study adopted a transportation performance assessment approach combining field traffic surveys,
Geographic Information Systems (GIS), computer-assisted traffic analysis, and multivariate statistical
techniques to evaluate traffic load variation associated with the AtaniObosi Access Route of the Second Niger
Bridge. The research employed a comparative before-and-after assessment framework in which current vehicular
traffic conditions were evaluated against traffic conditions that existed before the construction of the access
route. This design enabled the determination of traffic redistribution patterns resulting from the introduction of
the new transportation corridor.
Sources of Data
Both primary and secondary data were utilized in the study. Primary data consisted of vehicular traffic counts
collected at selected observation points located along the AtaniObosi Access Route and major connecting roads.
Traffic observations covered different periods of the day to capture variations associated with morning peak,
off-peak, and evening peak traffic conditions. Secondary data included existing traffic records, transportation
planning documents, road network information, and geospatial datasets used to support spatial analysis and
interpretation of traffic patterns.
Insert Table 3.4: Average Monthly Vehicular Flow (as presented in the thesis).
Traffic Data Collection
Traffic data were collected using a hybrid traffic-counting approach comprising direct field observation and
digital video recording. Fixed observation locations were established at strategic sections of the transportation
corridor to ensure representative coverage of traffic movement within the study area.
Video recordings were subsequently processed using computer-assisted image analysis techniques to improve
counting accuracy and facilitate vehicle classification. The hybrid approach minimized observer error while
improving the reliability of traffic volume estimates. Vehicular movements were classified into major vehicle
categories adopted in the study, enabling detailed assessment of traffic composition and roadway utilization.
GIS-Based Traffic Analysis
Geographic Information Systems (GIS) were employed to analyse spatial variations in traffic distribution across
the transportation corridor. Road network datasets were integrated with traffic-count information to evaluate
traffic intensity, identify major traffic corridors, and visualize post-construction traffic redistribution.
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Spatial analysis facilitated comparison between the traditional traffic corridor into Onitsha and the newly
constructed AtaniObosi Access Route, thereby illustrating changes in traffic concentration resulting from the
project.
Statistical Analysis
Descriptive statistical techniques were used to summarize traffic characteristics observed during the study
period. To identify the major dimensions influencing traffic variation, Principal Component Analysis (PCA) was
employed. PCA reduced the observed traffic variables into principal factors representing the dominant
dimensions of transportation performance associated with the new access route.
The suitability of the data for factor analysis was first evaluated using the KaiserMeyerOlkin (KMO) Measure
of Sampling Adequacy. Principal Components were subsequently extracted to determine the proportion of
variance explained by each transportation factor. Following extraction, Varimax Rotation was applied to
improve interpretation of the principal traffic dimensions. The extracted components were interpreted based on
their factor loadings to determine the principal transportation characteristics associated with traffic redistribution
following construction of the access route.
Data Interpretation
The interpretation of findings focused on comparing traffic conditions before and after construction of the Atani
Obosi Access Route. Particular attention was given to changes in traffic volume, route utilization, accessibility,
travel efficiency, congestion reduction, and overall transportation performance. The analytical framework
enabled assessment of whether the access route achieved its intended objective of redistributing vehicular traffic
entering Onitsha and improving regional mobility.
Ethical Considerations
The study complied with accepted ethical standards for transportation and environmental research. Traffic
observations were conducted within public road corridors and involved no direct interaction with human
participants. Consequently, no personal or identifiable information was collected during the investigation.
Traffic data were analysed solely for academic and research purposes. All datasets were processed objectively,
and the results presented in this study accurately reflect the observations and statistical analyses undertaken
during the research. The study adhered to principles of scientific integrity, transparency, and responsible
reporting throughout the research process.
Presentation of Data and Analyses
To evaluate the traffic load on the AtaniObosi access route in comparison to the current flow into Onitsha, the
study made use of responses from the questionnaire. Below are the analyses of questionnaire responses. A total
of 400 questionnaires were distributed, out of which 392 were returned. This is a 98 % return rate.
Table 4.1: Distribution of gender of the respondents
Gender
Frequency
Percent
Male
174
44.4
Female
218
55.6
Total
392
100.0
Source: Researcher’s Field Survey, 2025
Table 4.1 shows that the respondents are made up of 44.4 percent male and 55.6 percent female, indicating more
female respondents than males.
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Table 4.2: Distribution of age range of the respondents
Age range
Frequency
Percent
18-25 years
97
24.7
26-35 years
151
38.5
36-45 years
92
23.5
46-55 years
30
7.7
56-65 years
13
3.3
Above 65 years
9
2.3
Total
392
100.0
Source: Researcher’s Field Survey, 2025
Table 4.2 contains the responses on the age range of the respondents. It shows that 24.7 percent of the
respondents are aged 18 to 25 years, while 38.5 percent are aged 26 to 35 years. Those aged 36 to 45 years
constitute 23.5 percent of the total respondents, while respondents aged 46 to 55 years constitute 7.7 percent of
the total respondents. Those aged 56 to 65 and those above 65 years of age account for 3.3 percent and 2.3
percent, respectively. This shows that
Table 4.3: Distribution of educational levels of the respondents
Educational level
Frequency
Percent
SSCE
262
66.8
OND/HND
97
24.7
Bachelor's Degree
14
3.6
Master's degree
14
3.6
PhD
5
1.3
Total
392
100.0
Source: Researcher’s Field Survey, 2025
Table 4.3 has the educational levels of the respondents. It shows that 66.8 percent of the respondents are SSCE
holders, 24.7 percent are OND/HND holders, while 3.6 percent each hold Bachelor’s and Master’s Degrees, and
1.3 percent hold a PhD. This means that the respondents are dominated by people who have just a basic
education.
Table 4.4: How often the respondents use these routes
Duration
Frequency
Percent
Daily
150
38.3
2-3 times a week
134
34.2
Once/weekly
64
16.3
Occasionally
44
11.2
Total
392
100.0
Source: Researcher’s Field Survey, 2025
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Looking at table 4.4, it can be seen that the respondents comprise mostly of those who use those routes very
often; this is because about 72.5 percent of the respondents use the routes at least 23 times a week, while the
other 27.5 percent ply the routes on a weekly and occasional basis. This indicates that the respondents are very
familiar with the routes; therefore, their views are such that they should be relied upon for research like this.
Table 4.5: Types of vehicles respondents usually use
Vehicle type
Frequency
Percent
Private car
60
15.3
Commercial bus
92
23.5
No vehicle (trekking)
54
13.8
Truck/heavy-duty vehicle
64
16.3
Tricycle (Keke)
122
31.1
Total
392
100.0
Source: Researcher’s Field Survey, 2025
From Table 4.5, it can be seen that Tricycle (Keke) is the modal vehicle that the respondents use in the area, 31.1
percent, followed by commercial buses, 23.5 percent, heavy duty vehicles, 16.3 percent, while private vehicles
constitute 15.3 percent of the vehicles being used in the area. About 13.8 percent of the respondents trek on foot.
Table 4.6: How long the respondents have lived in the area
Gender
Frequency
Percent
0-5 years
98
25.0
6-10 years
182
46.4
Over 10 years
112
28.6
Total
392
100.0
Source: Researcher’s Field Survey, 2025
How long the respondents have lived in the area indicates that at least 75 percent of the respondents have lived
in the study area for more than 5 years. This indicates that the respondents have actually spent enough time in
the location, and such is an advantage to this research because it implies that they know the terrain very well.
The distribution of how long the respondents have lived in the area being sufficient enough (about 75 percent
have spent at least 6 years) and how often the respondents use these routes (about 72.5 percent of the respondents
use the routes at least 23 times weekly) actually shows that the respondents are fit to give valid and useful
responses on the subject of this research.
The traffic conditions and comparisons were used to meet this objective. These were captured in the
questionnaire and analysed using principal component analysis to classify the traffic conditions. The result is as
presented in tables 4.7a to 4.7c
Table 4.7a: KMO and Bartlett's Test
.812
Bartlett's Test of Sphericity
Approx. Chi-Square
1529.555
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Df
45
Sig.
.000
Source: Researcher’s Statistical Computation, 2025
Table 4.7b: Total Variance Explained
Component
Extraction Sums of Squared Loadings
Rotation Sums of Squared Loadings
Total
% of Variance
Cumulative %
Total
% of Variance
Cumulative %
1
4.341
43.408
43.408
4.338
43.383
43.383
2
1.393
13.930
57.338
1.396
13.956
57.338
Extraction Method: Principal Component Analysis.
Table 4.7c: Rotated Component Matrix
Component
1
2
The traffic flow on the Atani-Obosi access route is smoother than on the Onitsha-Owerri
Road.
.795
Traffic congestion during peak hours is worse on the Onitsha-Owerri Road than on the
Atani-Obosi access route.
.789
The number of vehicles are noticeably higher on the Onitsha-Owerri Road than on the Atani-
Obosi access route.
.785
I experience longer delays on the Onitsha-Owerri Road compared to the Atani-Obosi access
route.
.771
I feel safer driving on the Atani-Obosi access route than on the Onitsha-Owerri Road due to
traffic conditions.
.731
The availability of alternative routes allowed me a choice to use the Atani-Obosi access route
or the Onitsha-Owerri Road.
.706
If road improvements were made on the Onitsha-Owerri Road, I would prefer using it over
the Atani-Obosi access route.
.697
The Atani-Obosi access route construction has significantly reduced traffic congestion on the
Onitsha-Owerri Road.
.595
The road conditions (e.g., lanes, signals, potholes) contribute to higher congestion on the
Onitsha-Owerri Road compared to the Atani-Obosi access route.
.842
The construction of the Atani-Obosi access route has significantly impacted traffic
congestion on the Onitsha-Owerri Road.
.806
Interpretation of Results: The factor analysis was conducted using the principal components analysis
extraction method and the varimax rotation method. The minimum factor loading criterion was set to 0.50.
KaiserMeyerOlkin (KMO) measure of sampling adequacy (MSA) yielded a value of 0.812, which is
meritorious. This shows that the data are adequate for factor analysis. Bartlett’s Test of Sphericity showed a
significant result with p<0.001; X2(n=392) =1529.555. This showed that the correlation matrix has significant
correlations among some of its components. See Table 4.7a.
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The factor solution yielded two components; component one extracted 43.338 percent, while component two
extracted 12.956 percent, with a cumulative of 57.338 percent of the variation in the data. See Table 4.7b.
Component one and the variables are
a. The traffic flow on the Atani-Obosi access route is smoother than on the Onitsha-Owerri Road.
b. Traffic congestion during peak hours is worse on the Onitsha-Owerri Road than on the Atani-Obosi access
route.
c. The number of vehicles is noticeably higher on the Onitsha-Owerri Road than on the Atani-Obosi access
route.
d. I experience longer delays on the Onitsha-Owerri Road compared to the Atani-Obosi access route.
e. I feel safer driving on the Atani-Obosi access route than on the Onitsha-Owerri Road due to traffic conditions.
f. The availability of alternative routes allowed me a choice to use the Atani-Obosi access route or the Onitsha-
Owerri Road.
g. If road improvements were made on the Onitsha-Owerri Road, I would prefer using it over the Atani-Obosi
access route.
h. The Atani-Obosi access route construction has significantly reduced traffic congestion on the Onitsha-Owerri
Road
Component two is made up of
a. The road conditions (e.g., lanes, signals, potholes) contribute to higher congestion on the Onitsha-Owerri
Road compared to the Atani-Obosi access route
b. The construction of the Atani-Obosi access route has significantly impacted traffic congestion on the
Onitsha-Owerri Road.
DISCUSSION OF FINDINGS
The findings of this study demonstrate that the construction of the AtaniObosi Access Route has significantly
altered traffic movement within the study area by redistributing vehicular traffic that was previously concentrated
along the OnitshaOwerri Road. The Principal Component Analysis identified two major dimensions explaining
57.338% of the observed variation in traffic conditions, with the first component accounting for 43.408% of the
total variance. The dominant variables associated with this component included smoother traffic flow, reduced
traffic congestion, shorter travel delays, improved driving safety, availability of alternative route choices, and
reduced congestion on the OnitshaOwerri Road, indicating that these constitute the principal transportation
benefits derived from the construction of the access route. The adequacy of the dataset for factor analysis was
confirmed by the KaiserMeyerOlkin value of 0.812 and the highly significant Bartlett's Test of Sphericity (p
< 0.001), demonstrating that the observed relationships among the traffic variables were statistically robust.
The observed improvement in traffic flow supports the proposition that provision of alternative transportation
corridors enhances the operational efficiency of urban road networks by distributing traffic demand across
multiple routes rather than concentrating vehicular movement along a single corridor. This finding is consistent
with the work of Afolabi, Oyetubo, and Oluwaji (2018), who reported that improvements in highway
infrastructure in Nigeria significantly enhanced accessibility and reduced transportation constraints through
better network connectivity. The present study extends these findings by demonstrating that the AtaniObosi
Access Route has not merely increased road capacity but has fundamentally changed traffic distribution patterns
within the Onitsha metropolitan transportation system.
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The finding that respondents experienced shorter travel delays and smoother traffic conditions on the Atani
Obosi Access Route also agrees with the observations of Khanani, Adugbila, Martinez, and Pfeffer (2020), who
noted that improvements in transportation infrastructure increase network accessibility and improve travel
efficiency through better route connectivity. The present study similarly demonstrates that motorists have
benefited from the availability of an alternative corridor that reduces dependence on the traditional Onitsha
Owerri Road and improves the overall performance of the regional transportation network.
A particularly important outcome of this study is the perception that traffic congestion has been significantly
reduced on the OnitshaOwerri Road following construction of the AtaniObosi Access Route. The rotated
component matrix showed strong factor loadings for variables relating to reduced congestion, smoother traffic
movement, and improved safety along the new corridor, indicating broad agreement among respondents
regarding the effectiveness of the project in relieving traffic pressure. This finding corroborates the summary of
findings presented in the thesis, which concluded that the AtaniObosi Access Route offered an effective
alternative corridor, resulting in smoother traffic flow, shorter delays, improved safety, and reduced congestion
on the OnitshaOwerri Road.
The results further indicate that the availability of alternative routes significantly influences motorists' route-
choice behaviour. Respondents acknowledged that the presence of two viable corridors enabled them to select
routes based on prevailing traffic conditions, thereby improving travel flexibility and reducing dependence on a
single transportation corridor. This observation supports the concept of transportation network resilience,
whereby multiple interconnected routes improve the ability of a transport system to accommodate increasing
travel demand while minimizing congestion and operational disruptions.
The second principal component identified in this study highlights the continuing influence of roadway
characteristics on traffic congestion. Respondents considered road conditions, including lane configuration,
traffic signals, and pavement condition as important contributors to congestion on the OnitshaOwerri Road;
while also recognizing that construction of the AtaniObosi Access Route had significantly influenced
congestion levels on that corridor.
These findings indicate that although the new access route has substantially improved traffic distribution,
complementary investment in the rehabilitation and modernization of the older transportation corridor remains
necessary to maximize network efficiency.
The findings also compare favourably with the work of Duranton and Turner (2011), who argued that expansion
of transportation infrastructure alters travel behaviour by redistributing traffic across available routes and
improving accessibility.
While Duranton and Turner emphasized that increased accessibility may eventually induce additional travel
demand, the findings of the present study indicate that the immediate post-construction effect of the AtaniObosi
Access Route has been a noticeable reduction in congestion and improved traffic operations. Continued traffic
monitoring is therefore necessary to determine whether future increases in regional travel demand gradually
offset some of these operational gains.
Overall, the findings demonstrate that the AtaniObosi Access Route has successfully achieved one of its
principal transportation objectives by providing an efficient alternative corridor into Onitsha. The project has
improved traffic flow, reduced congestion, shortened travel delays, enhanced perceived road safety, and
strengthened transportation connectivity within the study area.
These outcomes provide empirical evidence that strategically planned highway infrastructure can significantly
improve transportation system performance in rapidly urbanizing regions. The study therefore provides valuable
evidence for transportation planners and policymakers seeking to develop sustainable highway networks capable
of accommodating increasing traffic demand while improving regional mobility.
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CONCLUSION AND RECOMMENDATIONS
Conclusion
This study evaluated the variation in traffic load within Onitsha following the construction of the AtaniObosi
Access Route of the Second Niger Bridge by comparing current traffic conditions with those that existed before
the development of the new transportation corridor. The findings demonstrate that the project has substantially
improved the operational performance of the transportation network through the redistribution of vehicular
traffic from the previously overburdened OnitshaOwerri Road to the newly developed access route.
The Principal Component Analysis revealed that smoother traffic flow, reduced congestion, shorter travel delays,
improved driving safety, availability of alternative route choices, and reduced pressure on the OnitshaOwerri
Road constitute the principal transportation benefits associated with the project. The statistical robustness of
these findings, as demonstrated by the KaiserMeyerOlkin Measure of Sampling Adequacy and Bartlett's Test
of Sphericity, confirms that the observed improvements represent meaningful changes in transportation
performance rather than random variations.
The study further establishes that the introduction of the AtaniObosi Access Route has improved network
connectivity and enhanced route choice for motorists entering and leaving Onitsha. By providing an alternative
corridor, the project has reduced dependence on the traditional bridge approach and contributed to more balanced
utilization of the regional road network. The respondents' perception of reduced congestion, improved travel
efficiency, and enhanced road safety provides strong empirical evidence that the project has achieved one of its
primary transportation objectives.
Overall, the study concludes that the AtaniObosi Access Route has significantly improved traffic distribution
and transportation efficiency within the study area. The findings demonstrate the importance of strategically
planned alternative transportation corridors in addressing urban traffic congestion and improving regional
mobility. The study therefore provides valuable evidence to support future transportation infrastructure
investments within rapidly growing metropolitan regions in Nigeria.
Recommendations
Based on the findings of this study, the following recommendations are proposed:
Continuous Traffic Monitoring
Traffic monitoring should be institutionalized along the AtaniObosi Access Route and the OnitshaOwerri
Road to evaluate long-term changes in traffic volume, travel patterns, and roadway performance. Continuous
traffic data will support evidence-based transportation planning and timely infrastructure management.
Intelligent Traffic Management Systems
Relevant transportation agencies should deploy Intelligent Transportation Systems (ITS), including automated
traffic monitoring devices, adaptive traffic signal control, and real-time traffic information systems, to optimize
traffic movement and improve operational efficiency along the transportation corridor.
Periodic Maintenance of Existing Road Infrastructure
Although the new access route has reduced traffic pressure on the OnitshaOwerri Road, continuous
maintenance and upgrading of the existing road network remain essential. Improvements in pavement condition,
intersection design, drainage infrastructure, and traffic control facilities will complement the benefits derived
from the new transportation corridor.
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Integration of Traffic Impact Assessment into Highway Planning
Future highway development projects should incorporate comprehensive Traffic Impact Assessments (TIA)
during both the planning and post-construction stages. Such assessments should evaluate anticipated traffic
redistribution, route utilization, and long-term transportation performance to support sustainable infrastructure
development.
Development of Complementary Transportation Corridors
Transportation planners should continue to develop complementary road corridors that improve network
connectivity and reduce excessive dependence on single transportation routes. A well-connected road network
enhances resilience, improves accessibility, and minimizes congestion associated with increasing urbanization.
Adoption of Data-Driven Transportation Planning
Government agencies should strengthen the use of GIS, traffic modelling, and statistical analysis in
transportation planning. Data-driven decision-making will improve project prioritization, infrastructure
investment, and traffic management strategies.
Contribution to Knowledge
This study makes several important contributions to transportation planning and infrastructure management.
First, it provides one of the earliest empirical evaluations of traffic load redistribution associated with the Atani
Obosi Access Route of the Second Niger Bridge, thereby contributing to the limited body of literature on post-
construction transportation performance within southeastern Nigeria.
Second, the study demonstrates the usefulness of integrating field traffic surveys, Geographic Information
Systems (GIS), and Principal Component Analysis in evaluating the effectiveness of major transportation
infrastructure projects. This methodological framework provides a replicable approach for future transportation
performance assessments.
Third, the study establishes that the provision of an alternative transportation corridor can significantly
redistribute vehicular traffic, reduce congestion, improve travel efficiency, and enhance perceived road safety
within rapidly urbanizing environments.
Finally, the findings provide practical evidence for transportation planners, highway engineers, and
policymakers regarding the effectiveness of alternative road corridors in improving transportation system
performance and strengthening regional connectivity.
AI Declaration
Artificial Intelligence (AI), specifically ChatGPT, was utilized only to assist with the organization, language
editing, formatting, and presentation of this manuscript. The original research concept, study design, data
collection, statistical analyses, interpretation of findings, and conclusions were undertaken entirely by the
author(s). AI did not generate or modify the original research data, and the author(s) accept full responsibility
for the scientific accuracy, integrity, and originality of the manuscript.
Conflict of Interest
The author(s) declare that there are no financial, institutional, professional, or personal conflicts of interest that
could have influenced the design, execution, interpretation, or reporting of this research. The study was
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conducted independently, and the findings presented are based solely on the evidence generated during the
investigation.
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