About 13 kg phosphate rocks used for this research was collected from Ebiti village in Ogun State Nigeria. Ebiti phosphate rock is one of the four phosphate rock locations of the Eastern Dahomey Basin in Southwestern Nigeria (Igbeme, Oja-Odan, Ososun, Ebiti). It is located at Ebiti Village in Ifo Local Government, Ogun State with latitude and longitude of 6.816089˚ and 3.237346˚. The rock samples were collected randomly.

The phosphate rock samples collected above were sorted, washed and oven dried at 100˚C [5] to remove moisture. Some oven-dried samples were crushed and ground with Pascal Engineering crusher (model number: 18862) and dry ball mill (Sturtevant, London and Manchester, Machine number: C. 374975) respectively for further analysis.

The physical observation of samples was performed after they were sorted and washed for the textural forms and color while hand scratch method was used to determine Mohs’ hardness. Clean, dry and smooth surface rock samples were selected; they were gently scratched with the fingernail (Mohs hardness of 2.5), thereafter iron nail (Mohs hardness of 4.5) and finally steel knife blade (Mohs hardness of 5). After each scratch, the surface of phosphate rock was wiped with clean cloth to confirm the scratch.

They were performed according to the ASTM C128-15 standard [13]. Oven dried phosphate samples crushed with Lab mill were sieved through 4.75 mm sieve and 1 kg of the undersized phosphate samples were soaked for 24 hours in water. They were sieved out, poured into a tray and air-dried with the hand dryer for an hour until it reached saturated surface dry (SSD) condition. 500 g SSD each was weighed as mass A and 500 g SSD poured into the pycnometer plus water as mass B. The content regarded as mass B was poured, filtered, oven dried, weighed and recorded as mass C. Finally, the mass of pycnometer filled with water was weighed and recorded as mass D. Values from each process were tabulated and specific gravity and water absorption test were calculated.

This was performed based on modified Bond work index method by Bruce and Berry [14] as described by Oji et al. [9][10] which necessitates the use of reference ore of known work index or grindability. In this research granite was used as a reference since the phosphate rock samples were in solid forms. Granite was selected as a reference material because is widely available, hard and crystalline igneous rock with a typically high Bond Work Index (15.13 kWh/t), reflecting its strong interlocking silicate mineral framework. In contrast, sedimentary phosphate rock generally exhibits a lower work index (9 - 13 kWh/t), due to its higher porosity, weaker cementation, and the presence of softer minerals such as apatite and carbonates. This clear and consistent contrast in grindability makes granite an effective upper-bound reference material for this research. Although granite and phosphate rock differ in geological origin; however, both materials undergo brittle fracture under the controlled conditions of the bond crushing work index test. It is mineralogically stable, and exhibits low variability in mechanical properties compared with many sedimentary ores. This makes it a reliable and reproducible reference material. When used consistently, granite provides a stable baseline against which the relative milling behavior of phosphate rock can be evaluated with confidence. The validity of using granite lies in the fact that the comparative work index test does not require identical breakage mechanisms, but rather a consistent testing framework and a reference material with well-characterized grinding behavior. Granite satisfies these criteria, and the observed differences in energy requirement between granite and phosphate rock can be directly attributed to their intrinsic material properties.

The starting samples for both the test ore (Ebiti phosphate rock) and reference ore were crushed for 15 minutes and allowed to pass through 1.18 mm sieve for homogeneity. 100 g each undersized samples of 1.18 mm sieve were then subjected to sieve analysis for 15 minutes with sieve sizes ranging in descending order from +1000 μm, +710 μm, +500 μm, +355 μm, +200 μm, +150 μm, +106 μm, +75 μm, by Endecott sieve shaker (E.F.L 2 M K 11); each size fraction for test and reference ores were weighed as “feed”. Also, the undersized samples were ground in a ball mill for 15 minutes and 100 g each were subjected to sieve analysis with the same set of sieves for 15 minutes and each fraction for both test and reference sample were weighed as “product”. Finally, the weight from each sieve analysis was tabulated against each sieve size.

Sieve analysis was conducted on 300 g of crushed Ebiti phosphate rock, and the sieves were 4750 µm, 2360 µm, 1180 µm, 710 µm, 300 µm, 250 µm, 125 µm, and 75 µm based on the square root of 2 rules. An auto-sieve shaker (MATEST S p. A, Treviolo 24048, Italy with Serial number AC60-01/AC/0154) was used for the analysis and the over-size fraction for each sieve after 10 minutes were recorded.

The washed and oven-dried phosphate rock samples of nodular and versicular samples were machined and mounted on a thin section by glazing with araldite glue. The mounted samples thereafter underwent lapping. Lapping is the grinding and polishing of rock into a flat, smooth and uniform surface on a thin section. Finally, they were examined under a microscope, and the photomicrograph was captured.

As shown in Figure 1 and Table 1, the textural form of Ebiti phosphate rock is nodular and vesicular represented with N and V respectively, with dead white or creamy colour, with hardness value of 5.0 which indicates that it has high rock strength. These results corroborate that of Olanipekun and Bolarinwa [7], and Fayiga and Obigbesan [5], respectively.

Figure1. Texture and colour of Ebiti phosphate rock.

Table 1. Colour, textural form and hardness value of Ebiti phosphate rock.

Table 2(a) and Table 2(b) revealed that Ebiti Phosphate rock has bulk specific gravity for saturated surface dry (SSD) of 2.23, bulk specific gravity for oven-dried sample of 1.98 and apparent specific gravity of 2.65 which agrees with the literature [11]. The water absorption capacity is 12.74 which is lower than the 24.4 recorded for Oja Odan phosphate rock in the literature. The 12.74% water absorption indicates high strength relative to other specific phosphate deposits, and this value generally suggests significant porosity in rock mechanics contexts. This lower rate in water absorption capacity indicated that Ebiti phosphate rock possesses high strength. However, this water absorption capacity value is good for agricultural purposes as it will aids the dissolution of the phosphate rock during its direct application in agriculture.

Table 2. (a) Readings for specific gravity and water absorption capacity of ground Ebiti phosphate rock; (b) Specific gravity and water absorption capacity of ground Ebiti phosphate rock.

Tables 3-6 show the result for sieve analysis of crushed and ground samples for reference and test ore performed during the comminution work index.

From the analysis, using Berry and Bruce [14] method, the comminution work index is 16.97 Kwh/tons, which is above the values (9.92 - 13.00 Kwh/ton) reported in the literature [8][11], for the work indices of other phosphate ores but lower than the value of 56.73 Kwh/ton for Sokoto phosphate rock as recorded in the literature [11]. This implies that Ebiti phosphate rock in Ogun requires less energy to comminute than Sokoto phosphate rock.

Table 3. Sieve analysis of feed to ball mill for test ore.

Table 4. Sieve analysis of feed to ball mill for reference ore.

Table 5. Sieve analysis of product to ball mill for test ore.

Table 6. Sieve analysis of product to ball mill for reference ore.

From Table 3, if 710 µm = 81.49%

X µm = 80%

X= 80 × 710 81.49 = 697.02 µm

Therefore, F t = 697.02 µm

From Table 4, if 710 µm = 80.06%

X µm = 80%

X = 80 × 710 80.06 = 709.47 µm, Therefore, F r = 709.47 µm

From Table 5, if 710 µm = 98.91%

X µm = 80 %

X = 710 × 80 98.91 = 574.26 µm, Therefore, P t = 574.26 µm

From Table 6, if 710 µm = 99.53%

X µm = 80%

X = 710 × 80 99.53 = 570.68 µm, Therefore, P r = 570.68 µm

where X represent sieve in µm.

The modified bond equation is: W i t = W i r ( 10 P r − 10 F r ) ( W √ P t − W √ F t ) = W i r ( 10 P r − 10 F r ) ( 10 √ P t − 10 √ F t ) , [10]

where,

P r is the reference ore product diameter of 80% passing through 710 µm aperture;

F r is the reference ore feed diameter of 80% passing through 710 µm aperture;

P t is the test ore product diameter of 80% passing through 710 µm aperture;

F t is the test ore feed diameter of 80% passing through 710 µm aperture;

W i r = Work index of reference ore (i.e. granite) = 15.13 Kwh/tons.

Therefore, W i t = W i r ( 10 570.68 − 10 7 09.47 ) ( 10 √ 574.26 − 10 √ 697.02 ) = 16.97 Kwh / tons .

From the analysis, using Berry and Bruce method is 16.97 Kwh/tons which is above the values (9.92 - 13.00 Kwh/ton) for the work indices of other phosphate minerals ores and lower than the value of 56.73 Kwh/ton for Sokoto phosphate rock as recorded in textbook and literature respectively [8][11].

Table 7 and Figure 2 show the results for particle size analysis. From the analysis, crushed phosphate rocks are distributed majorly in the coarse particle size range. 10.1% were retained on 4750 µm, 31.80% were retained on −4750+2360 µm range, and 31.56% was retained on −2360+1180 µm range which give 73.46% in the coarse range but in the finer range; 1.07% was retained on −300+250 µm, 3.60% was retained on −250+125 µm, 1.60% was retained on −125+75 µm and 2.14% was retained on −75 µm which resulted to less than 10% in the finer range. The percentage of cumulative weight retained increases down the sieve series which indicated that the size analysis of the sample was completed. Likewise, the cumulative percentage weight passing decreases; indicating that smaller fraction decreases as size decreases and proved that crushed Ebiti phosphate rock is coarse-grained.

In conclusion, the result revealed that for Ebiti phosphate rock to be used for industrial applications, it needs further grinding to have a higher percentage of finer grains.

Table 7. Sieve analysis for 300 g crushed Ebiti phosphate rock.

The photomicrographs for nodular, vesicular and ground Ebiti phosphate rocks are presented in Figures 3(a)-(c) respectively. Figure 3(a) revealed distinct

Figure 2. Particle size analysis graph.

(a) (b)

(c)

Figure 3. Photomicrograph of (a) Nodular, (b) Vesicular and (c) Ground Ebiti Phosphate Rock.

nodule-like structures with some nodules darker than others which confirm the presence of an apatite mineral with light surrounding matrix which signifies possibility of calcite spar. It also revealed pitted surface confirming that it contained fossils. Figure 3(b) revealed distinct vesicles with some vesicles partly filled. It has a dark spot within the vesicle that indicates iron or aluminum replacement minerals such as hematite or wavellite and Figure 3(c) revealed a small equal grain which is closely packed. The identification of specific replacement minerals such as hematite, wavellite is tentative, as the study relies on optical microscopy without confirming it with geochemical analysis such as XRD or XRF.

These results were in agreement with that of Olanipekun and Bolarinwa [7], who work on petrographic analysis of the four phosphate rock deposits in Ogun State.