The Papalanto-Sagamu Road is approximately 43km south of Abeokuta and almost 80km through Logbara-Shagamu Interchange, Ogun State, within the tropical rainforest belt of Nigeria. The worksite consists of an existing 43.5km roadway...
moreThe Papalanto-Sagamu Road is approximately 43km south of Abeokuta and almost 80km through Logbara-Shagamu Interchange, Ogun State, within the tropical rainforest belt of Nigeria. The worksite consists of an existing 43.5km roadway connecting the Lagos-Abeokuta via Papalanto Junction, Ilaro-Papalanto Road with the Shagamu Interchange. The study area lies within Ogun State, which is bounded in the west by Benin Republic, in the south by Lagos State, in the north by Oyo and Osun States, and in the east by Ondo State. It transverses between Papalanto Junction through several villages and settlement to Shagamu Interchange. The road is host by two/three local government Ewekoro, Ifo and Shagamu/Ado Odo Ota and lies between 7°00 N 3°35´E. The investigation of the pavement and subgrade materials of the existing roadway was carried out to; determine the physical properties, composition, characteristics and quality of the pavement, subgrade materials, perform engineering analyses to evaluate the existing pavement section, summarizing the field, laboratory and engineering recommendations. The defined work scope and executed work scope based on field conditions and available resources for both the supplementary geotechnical and pavement materials investigations are listed below: excavate twenty one (21) test pits of 1.2m x 1.0m x 0.5m (L x B x D) on the pavement; excavate test pits of 1.0m x 1.5m x 1.0m (L x B x D) on the borrow pit sites; carry out stipulated sampling and profiling in the test pits; describe pavement materials and perform laboratory test on selected soil. Natural Moisture Content: The range is as low as 1% in TP8A and high as 12% in sample TP 16. Sieve Analysis: The samples are mainly sandy clayey soil with percentage sand lowest in sample TP 10B with 44.7% and as high as 93.4 % in sample TP 16. Gravels ranges from 51.2% highest in TP 10B and lowest in 5.6 % in TP 16. Fines as low as 0.3 % in TP 2B and highest with 6.3% in TP 15. Atterberg Limit: Plastic Index lowest in TP 10B and TP 13 with 6 and highest in TP 14A with 28. Liquid Limit highest in TP 12B with 41 and lowest in TP5A with 23. California Bearing Ratio: The strength of the materials in TP 7B is lowest with 1.039 % and highest in TP 14 with 84.98 %. Generally, the samples are mostly gap-graded, poorly graded and clayey sand with gravels. TP 14A is the only sample from those analyzed having a high plasticity, others are either low or medium plasticity; generally having low to medium clay content. The samples generally have high natural moisture content. It is advised to ensure that the section with poor bearing capacity after raising its bearing capacity, be only used as subgrade as a more resistance materials such as crushed stones be used as sub base. The Geo-section shows varying lithology and varieties of materials, a dynamic cone penetration test is therefore recommended to be carried during construction phase so as to determine the strength and field California bearing ratio of each pavement in-situ, compared with laboratory California Bearing Ratio before intervention at each section due to moisture as a result of seasonal variation.