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Article

Compositional Characterization and Chronology of Roman Mortars from the Archaeological Site of Arroyo De La Dehesa De Velasco (Burgo De Osma- Ciudad De Osma, Soria, Spain)

by
Ainhoa Alonso-Olazabal
1,*,
Luis Angel Ortega
1,
Maria Cruz Zuluaga
1,
Graciela Ponce-Antón
1,
Javier Jiménez Echevarría
2 and
Carmen Alonso Fernández
2
1
Department of Mineralogy and Petrology, University of Basque Country UPV/EHU, Sarriena s/n, 48940 Leioa, Bizkaia, Spain
2
Cronos S.C. Arqueología y Patrimonio, Centro Europeo de Empresas e Innovación, Módulo 3, 09007 Burgos, Spain
*
Author to whom correspondence should be addressed.
Minerals 2020, 10(5), 393; https://doi.org/10.3390/min10050393
Submission received: 25 March 2020 / Revised: 25 April 2020 / Accepted: 26 April 2020 / Published: 28 April 2020
(This article belongs to the Special Issue Mineralogy in Archaeometry and Cultural Heritage)
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Abstract

:
This study characterises the mortar materials used in the construction of walls and floors at the Arroyo de la Dehesa de Velasco site, located near the Roman city of Uxama Argaela (the modern Burgo de Osma—Ciudad de Osma, Soria, Spain). Multilayer mortars have been characterised by petrographic, mineralogical (X-ray diffraction and scanning electron microscopy with energy dispersive analyses and geochemical analysis (X-ray fluorescence). Additionally, radiocarbon dating of the mortar binder fraction was performed in order to establish the chronology of the building in the absence of other archaeological chronological records. The results showed that similar siliceous aggregates and lime binders were used in the fabrication of multilayer system mortars. Some multilayer wall mortars show ceramic fragments or brick powder to produce hydraulic mortars and improve the resistance to moisture. The raw materials used for the construction of the site were of local origin and the construction was built during the first century BC, according to radiocarbon dating.

1. Introduction

Mortars are an essential artificial material used since ancient times to support walls and substrates of buildings, and their durability is related to the nature of the components and manufacturing methods. Mortars consist of a mixture of aggregates and binder related both to the geographic location of the building and to the historical context in which the mortars were manufactured [1,2,3,4,5,6,7,8]. The study of mortars offers clues about raw materials and their provenance as well as on the manufacturing technology [9,10,11,12,13,14,15,16,17]. The characteristics of the mortars can be used to determine the chronological sequences of the construction [18,19,20,21] and they can be used for building dating [22,23,24,25,26,27,28]. Mortars also provide keys to restoration and conservation issues [29,30,31,32,33] and for the formulation of new composite materials [34,35,36,37,38,39]. Although the ancient Romans detailed the recipes and technological guidelines for building construction, putting them into practice by the craftsmen was no small feat [40,41]. According to the primary function or the finishing, different technical solutions were applied in historical buildings and constructions and these techniques were extensively used all around the Roman Empire.
The Roman archaeological site of Arroyo de la Dehesa de Velasco was accidentally discovered during the construction of the Duero motorway (A-11) between the towns of Burgo de Osma and Santiuste (Soria, Spain). It provides an excellent opportunity for the study of wall and floor structure mortars. The site is located in the eastern surroundings of the Roman city of Uxama Argaela. This city is in the plain of the medium-high course of the River Douro, close to the River Abión, where Quaternary materials are abundant as well as Paleogene and Neogene deposits [42]. The ancient city of Uxama Argaela was an important Celtiberian city occupied by Romans during the war against Numantia in northern Spain. The Romanisation of the region began slightly before the first century BC and intensified in the first century AD, leading to the construction of a Roman city with such public buildings as forum, temple, basilica, baths, aqueduct and cisterns [43,44,45]. The economic potential of Uxama Argaela was attributable to its strategic location on one of the most important roads in the interior of the Iberian Peninsula, connecting Asturica Augusta (Astorga) to Caesar Augusta (Zaragoza) and connecting the city with other regions in Hispania and Gaul. During the second century AD, the city experienced great economic development evidenced by the construction of numerous public and private buildings, and several settlements corresponding mainly to villae outside the city. The urban function of the city prevailed until the end of Late Antiquity [46,47]. According to archaeological data, the studied site corresponds to a bath complex divided into different rooms, possibly of public use. The chronological sequence of the site is not clear because no archaeological materials susceptible to dating were found. Coatings of stucco, the pictorial elements and stylistic features could point to a relative chronology of about the second century AD.
The excavation at the surrounding settlement of Uxama Argaela allows to study the building technology used outside the urban core. The multi-analytical approach of mortar including macroscopic and microscopic observations, mineralogical and chemical analysis from the different rooms of the studied building will provide information about the manufacturing procedure. To this end, polarised light microscopy, scanning electron microscope, X-ray diffraction and X-ray fluorescence techniques were performed. Since the chronological sequences of rooms are not clear, radiocarbon dating by means of accelerator mass spectrometry on the binder fraction of the mortars were used to establish the chronology of the structure.
The aim of this work is to observe the application of classical construction techniques, to determine the provenance of materials and to estimate the date of building construction. The study will also allow to observe variations on the theoretical Roman technical guidelines.

2. Materials and Methods

2.1. Materials

The mortars were collected from different rooms in the Roman bath complex. Two mortar samples were collected from floor structures: Sample AD-192 corresponds to a three-layer mortar whereas Sample AD-114 corresponds to a single layer. Six multi-layered plasters from walls of different rooms of the building (Samples AD-132, AD-134, AD-243, AD-058, AD-124 and AD-242) were sampled (Figure 1). Since most samples show multilayer features, the layers were labelled from the outermost layer, L0, corresponding to Layer 0, and successively towards the inside until the innermost layer, L5, corresponding to Layer 5. In this study, each layer has been considered as a separate sample.
In the absence of an archaeological record to establish the chronology of the building, two wall plasters were analysed in order to determine the age of construction. The three-layer plaster Sample AD-132 could correspond to the original construction phase, whereas the four-layer plaster Sample AD-242 could correspond to a potential modification or improvement of the building. For radiocarbon dating, cocciopesto-free layers were selected, in order to avoid the problems related to hydraulic phases contamination [28,48,49,50].

2.2. Methods

The entire mortars were extracted parallel to the wall or floor substrate using a water-cooled circular saw. After cleaning, mortar samples were cut perpendicularly to the bedding to observe macroscopic features and the layer profile of the structural mortars, such as colour, thickness, grain shape and size of aggregates.
The mortar component composition, the mineralogy of the binder and the aggregates, grain size and morphological relationships were characterised by petrographic analysis. As thin sections as necessary to complete the total thickness of mortars were obtained. Seventeen thin sections of mortar samples were analysed by Nikon Eclipse LV100pol polarised light microscopy (Nikon, Tokyo, Japan), equipped with a DSF-11 digital camera and a DSL-2 control unit.
A JEOL JSM-6400 Scanning Electron Microscope (SEM) (JEOL, Tokyo, Japan) was used for detailed textural features. Mortar samples were Au-coated to eliminate charging effects. SEM observations were performed in secondary electron (SE) mode.
The mineralogical composition of the coarse binder fraction (<20 μm) and the potential neoformed minerals were analysed by X-ray diffraction (XRD). The coarse fraction of the binder was separated by a settling extraction procedure described in Reference [51]. The mortar sample was crumbled up manually and disaggregated in ultrapure water raised up to pH = 8 by adding NH4OH using an ultrasonic bath, and the suspended fraction was extracted from the topmost supernatant to obtain the <20 microns fraction. Mineralogy was determined on a powder sample using a Philips X’Pert diffractometer (Malvern PANalytical, Almelo, The Netherlands) equipped with a graphite monochromator adjusted to Cu-kα1 X-radiation operating at 40 kV and 20 mA. The data collection was performed in a continuous scan ranging from 5° to 70° 2θ at an acquisition rate of 0.02° 2θ per second. The mineral phase identification and semi-quantitative determinations were performed using X’Pert HighScore Plus 3.0 software (Malvern PANalytical).
Major element concentrations of the whole layer samples were determined by wavelength dispersive X-ray fluorescence (WDXRF) using a PANalytical Axios Advanced PW4400 XRF spectrometer (4 kW Rh anode SST-mAX X-ray tube) at the SGIker Facilities. Fused beads were obtained after heating (at ∼1200 °C for 3 min in Pt/Au crucibles) a mix of 0.2 g of sample with 3.8 g of a lithium borate flux (Spectromelt A12, Merck, Kenilworth, NJ, USA) and 2 drops of a lithium bromide solution using a PANalytical Perl’X3 fusion machine. Lower limit of detection for major elements are in the range of 0.01 wt%. The loss on ignition (LOI) was calculated after heating the powder sample at 900 °C.
The radiocarbon dating of mortar samples was performed on the finer binder fraction corresponding to 0.5–<2 μm fraction of a carefully selected layer of multilayer plaster by the 14C accelerator mass spectrometry (AMS) at Beta Analytic Inc. (Miami, FL, USA) and 14C conventional ages were calibrated by OxCal v4.2.3 software [52] and the Intcal13 atmospheric calibration curve [53]. The finest binder fraction was obtained by a settling extraction following the procedure described in References [49,51].

3. Results and Discussion

The macroscopic characteristics are summarised in Table 1. The macroscopic characteristics of the floor mortars are different since Sample AD-192 shows a multilayer system whereas AD-114 is a single layer mortar. Mortars from the walls all consist of a multilayer system or multi-layered plasters formed by three to six layers. Samples AD-132, AD-134, AD-243 and AD-058 are formed by three layers and AD-124 and AD-242 by more than five layers (Figure 2).
Wall mortars are composed of a fine light-coloured matrix with coarse-grained rock fragments visible to the naked eye as aggregates. Rock fragments are mainly sub-rounded in shape, of variable colour, from milky to yellow-orange-brown, and composed mainly of siliceous detrital sands (quartz and quartzites) and a minor amount of subangular limestones and sandstones. Voids are common both parallel to the layers and randomly oriented, probably formed by the dissolution of grass stalks. The binder is light in colour from creamy to orangish, and white lumps or scarcely mixed lime inclusions [54,55,56] are abundant, ranging from macroscopic to microscopic scale. Vegetable fibre remains, probably straw, are observed in most mortars, particularly in the inner layers. In most cases, cohesion and adhesion of layers in the mortars is excellent. Only two wall mortars show reddish-pinkish layers due to the occurrence of ceramic fragments and/or powder, known as cocciopesto.
All wall plasters display an outermost, very-thin whitish pictorial layer (1–2 mm) known as the marmorino layer (L0) [40,57,58,59]. Towards the inside, two layers (L1, L2) can be distinguished composed of sandy siliceous aggregates of whitish-greyish colour in a calcitic binder. Each layer 2 cm in thickness contains homogeneous grain-size aggregates, and both layers have similar aggregate compositions differing in aggregate sorting. The outermost layer (L1) displays a fine grain size, whereas the innermost layer (L2) shows a coarse grain size. Samples AD-124 and AD-242 consist of six and five layers respectively, and are characterised by reddish-pinkish layers enriched in crushed ceramic materials intentionally added. Besides, these mortars show a clayey brownish scratch coat layer in contact with the wall substrate or a joining coat composed of subangular quartz and feldspars with scarce lime lumps.
The two floor mortar samples are quite different: Sample AD-192 corresponds to a multilayer system consisting of three layers with a light-coloured matrix. The outermost layer (L0) is a marmorino-like layer. The upper layer (L1) consist of aggregates of crushed limestone, homogeneous in grain size, whereas the inner layer (L2) shows rounded siliceous pebbles of more heterometric grain size (Figure 2). Layer L2 additionally contains moulds of the large pebbles probably used in the statumen or a preparatory bottom layer formed of pebbles in order to stabilize the ground [40,57,58,59]. Sample AD-114 is characterised by only one sandy-clayey brownish layer with rounded aggregates of siliceous nature and sand-grain size.
The petrographic analysis is able to characterise the aggregate mineral composition and the binder features (Table 1) [60]. Wall plaster aggregates possess a grain size ranging from fine to coarse sand, according the classification in Reference [61], and subangular to subrounded shape [62]. Their nature corresponds to quartz, with a minor amount of potassium feldspar, and the rock fragments are mainly quartzite, limestones and arenites. Quartz and quartzites generally possess a high sphericity index and subrounded shapes, whereas limestone and sandstone fragments are subangular with low sphericity. Three-layer wall plasters show grain size grading of aggregates from coarse grain size in the inner layer, L2, to fine grain size in the outer layer, L1. Besides, each layer shows a distinctive sorting leading to layering. Vegetable fibre remains are usually observed in some layers, mainly in the inner layers. Multilayer wall mortars show mainly similar features related to grain size distribution (Figure 3). In contrast, distinctive aggregate sorting patterns are observed in each layer, varying between poorly to moderately sorted [63,64]. The ceramic fragments in the cocciopesto layer are poorly sorted showing angular shapes and low sphericity and sometimes showing reaction rims. The outermost marmorino layer shows angular carbonate aggregates embedded in a micritic matrix with an aggregate/binder ratio of <1 or nearly 1 (Figure 3). The innermost clayey mortars corresponding to the scratch coats or joining coats differ from the other wall mortar layers in the aggregate nature and grain size distribution. This layer is characterised by a high density of low-roundness quartz and potassium feldspar aggregates of homogeneous grain size showing an aggregate/binder ratio of >1.
Floor mortars are different since Sample AD-114 has a single layer and Sample AD-192 has a multilayer system of three layers. The floor AD-114 shows a homogeneous medium-grain size of subangular quartz aggregates in a matrix composed of a mixture of lime and clay with an aggregate/binder ratio of >1. Sample AD-192 shows a clear grading upwards from medium-pebble grain size in the innermost layer to silt in the marmorino layer. The layers contain aggregates of different nature. The innermost layer, L2, is composed of centimetric very rounded quartz and quartzite rock fragments, whereas layer L1 is formed by centimetric angular limestone fragments of heterogeneous origin, such as nodulous limestones, miliolid limestones, bioclastic mudstones and recrystallised limestones [60] The outermost marmorino layer shows angular carbonate aggregates embedded in a micritic matrix.
The multilayer system in the walls and in the floors was created according to the building methods documented by Vitruvius [40] and used in numerous Roman sites. The mortar technology usually consisted of two or three layers under the pictorial layer promoting a suitable support for wall paintings. The wall mortars were composed of a mixture of lime and sands, with an aggregate/binder ratio of 2:1 or 3:1, with a slight increase in binder content towards the outside. The cocciopesto layers were probably manufactured to confer hydraulicity to mortars, improving the strength and moisture resistance [65,66,67]. Similar technology was used for floor substrates, which were manufactured according to recipes described by ancient authors [40,41]. Floor mortars consist of an inner layer formed by a mixture of natural aggregates and binder with an aggregate/binder ratio of >1 and an upper layer consisting of a mixture of crushed coarse limestone aggregates and binder, with an aggregate/binder ratio of <1. No crushed bricks were used in the floor layering. Both wall and floor structures were finished with a thin lime, with a euhedral calcite or limestone fragments layer or a marmorino layer (Figure 3). The microtextural feature of the marmorino layer can be observed in detail by SEM, revealing a microcrystalline calcite (Figure 4A). SEM analyses also allow the observation of some vegetal ghosts since druse habit calcium carbonate is formed, covering the pre-existing vegetal remains (Figure 4B).
Multilayer systems are common in important buildings and were a common practice in ancient Roman territories [59,68,69,70], applied under pictorial-bearing walls and on floor substrates to promote their durability and conservation [71,72]. Although very little remains of the building have been found, the use of these constructive techniques indicates the social and/or economic significance of the Arroyo de la Dehesa de Velasco site.
Table 2 summarises the XRD mineralogical composition of the coarse fraction (<20 μm) of the mortar binder. The binder fraction is composed mainly of calcite and, in minor amounts, phyllosilicates and quartz. Clay minerals are represented by kaolinite and illite. SEM images show a planar-habit slightly-folded kaolinite-like mineral (Figure 4C and Figure 5). The lack of clay minerals in some samples does not mean that they are totally absent but that they may be under the detection limit.
The mineralogy of floor mortar binder agrees with the petrological study. Single layer sample AD-114 shows a large amount of phyllosilicates composed of a mixture of illite and kaolinite minerals according to the sandy-clayey nature of the mortar (Table 2). In contrast, the binder of Sample AD-192 is formed by calcite. For the three-layer wall mortars, only one whole sample has been analysed by XRD because layering is attributable to grain size distribution, as the petrographic study has revealed. Among the three-layer samples, the binder of AD-058 stands out because of its high phyllosilicate content, mainly kaolinite, whereas the binders of the other samples are only formed by calcite. The multilayer wall mortars AD-124 and AD-242 also show a large amount of phyllosilicates. In most layers, kaolinite is more abundant than illite, and illite is more abundant than kaolinite only in cocciopesto layers. The large amount of illite in cocciopesto layers is because of the intentionally added ceramic fragments. The occurrence of kaolinite in multilayer mortars with cocciopesto layers can suggest intentionality in mortar manufacture.
Crushed ceramics were added to confer hydraulic properties to non-hydraulic mortars. The reaction rim surrounding the crushed ceramics suggests the occurrence of aluminosilicate hydrated products formed by the reaction aluminosilicate phases in the presence of water with the calcium hydroxide. Although, hydraulic newformed phases were not easy to identify by XRD due to their low crystallinity and low concentration in the binder [73,74,75]. However, in the binder of cocciopesto layers, reflections at 7.03 Å and 3.51 Å can be attributed to amesite (Mg2 Al2 SiO5 (OH)4), which is a magnesium aluminosilicate hydrate phase (M-A-S-H) (Figure 5a). On the contrary, these reflections are not observed in the binder of layers without ceramic fragments, where only calcite and quartz were identified (Figure 5b).
Cocciopesto mortars have often been used for waterproofing cisterns and waterways [6,66,75,76]. The composite mortar made by packing cocciopesto-bearing and cocciopesto-free layers not only confer resistance to the moisture but also improve the mechanical properties and stability of mortars [67,77].
The chemical composition of all the mortar samples is detailed in Table 3. The chemical composition is related to the composition of aggregates and binder. Mortars show a high content of silica, ranging from 43 wt% to 64 wt%, and of lime, ranging from 16 wt% to 27 wt%, according to the siliceous aggregate and binder nature, respectively. Al2O3 ranges between 0.8 wt% and 8.8 wt%, Fe2O3t between 0.2 wt% and 2.8 wt% and K2O between 0.3 wt% and 1.6 wt%.
Cocciopesto layers in the multilayer AD-124 and AD-242 mortars display the highest values of aluminum, iron, potassium and titanium, owing to the occurrence of ceramic and tile fragments. However, other layers in these samples also display relatively high contents of these elements, suggesting the presence of ceramic powder in the mortar. Kaolinite-rich sample AD-058 does not show high aluminum values, suggesting that the mineralogical contents determined by XRD are significantly over-quantified. The two multilayer mortars are quite different in their chemical composition, and the higher calcium content of the AD-124-1 layer is because of the lump abundance.
The compositional variation of mortars is plotted in binary diagrams (Figure 6). Diagrams of CaO/Al2O3 ratio versus oxides allow to distinguish two groups of samples. The group with low CaO/Al2O3 ratio shows high contents of iron and potassium and low silica content corresponding to clay-rich mortars and cocciopesto mortars, and the group with high CaO/Al2O3 ratio displays low iron and potassium contents, and a high content in silica corresponding to siliceous sandy mortars. The CaO content can be related with the variable amount of lumps in some layers. Nevertheless, the lime content is similar in both groups and is not a distinctive chemical feature. Thus, geochemical differences accord with the mineralogical features of the mortars.
Hierarchical clustering analysis on the basis of chemical data discriminates two main clusters of mortars (Figure 7). The first cluster groups AD-124-2, AD-242-2, AD-242-4, AD-242-3 and AD-124-5 samples enriched in Al2O3, TiO2, Fe2O3, MgO and K2O corresponding to layers with ceramic fragments and to clay-rich scratch layers. Two sub-clusters can be distinguished, one including layers AD-124-2 and AD-242-2 related to ceramic-rich aggregate layers, and the other including AD-242-4, AD-124-5 clay-rich layers and the AD-242-3 layer with a ceramic powder-rich layer. The second cluster includes Samples AD-058, AD-134, AD-114, AD-243-1, AD-243-2, AD-132, AD-124-1, AD-124-3, AD-124-4 and AD-242-1 corresponding to three-layer siliceous mortars, to the innermost siliceous layer of the floor mortar and clay-free layers of multilayer mortars. Additionally, two sub-clusters can be distinguished, one group displays high SiO2 and low CaO contents (AD-058, AD-134, AD-114, AD-243-1 and AD-243-2 layers), and the second group shows higher CaO and lower silica content related to the large amount of carbonate-nature aggregates and lime lumps (AD-124-1, AD-124-3, AD-124-4, AD-132 and AD-242-1 layers).
According to the mineralogical and petrographic results, raw material typology and provenance issues can be resolved. Siliceous sands, limestones and ceramic fragments were mainly used for the mortar. Various Cretaceous limestones outcropping near Uxama Argaela (Burgo de Osma-Ciudad de Osma) were probably the source for the production of lime. Moreover, limestone aggregates used for the floor mortars, corresponding to bioclastic limestone with miliolid fragments, indicates that Hortezuelos and Hontoria del Pinar limestones located to the south of Burgo de Osma could be the provenance area (Figure 8). Siliceous nature aggregates are the other important materials in the mixture. These correspond to sands composed mainly of rounded quartz and quartzites. The source of such sands can be ascribed to Cenozoic detrital materials, which are very abundant around the site. However, the exact raw material provenance is difficult to establish because of the monotony of facies, scarcity of fossil record and the lack of outcrop continuity. Besides, Quaternary fluvial materials from the Abión River, which are mostly composed of quartz and quartzites, could also be used as aggregates in the mortar manufacture. The lack of particular markers makes it difficult to fix the provenance area because lithologies of different ages are mainly composed of similar detrital mineral phases. Nevertheless, the occurrence of kaolinite allows the provenance of these aggregates to be determined. Kaolinite-bearing detrital materials of Oligocene age were described near the site [78], pointing to these materials as the probable provenance for the aggregates. Thus, of the materials used to elaborate the wall plasters and floor mortars, both lime and aggregates came from the surrounding geological materials. The use of local materials and the multi-layered manufacture follow the guidelines described by Vitruvius.
The lack of written sources and archaeological evidence at Arroyo de La Dehesa de Velasco mean that the date of the building complex is unknown. According to archaeological criteria, two samples were selected for radiocarbon dating, Sample AD-132 from Room A, corresponding to the original constructive mortar, and Sample AD-242 from Room C, corresponding to an improvement of the building. Sample AD-242 presents layers with cocciopesto, but these layers have been avoided since dating mortars with cocciopesto can be problematic, especially due to some neoformation minerals that can interfere [48,49].
Binder fraction between 0.5 and <2 µm of two mortar samples was extracted for radiocarbon dating following the procedures described in References [49,51]. The siliceous L2 layer of Sample AD-132 and the L1 layer of Sample AD-242 were selected to obtain the suitable binder fraction. Prior to dating, the binder fraction XRD was performed to assure the suitability of the selected fraction (Figure 9). Traces of phyllosilicates leading to contamination are concentrated in the >2 µm and <0.5 µm grain-size fractions (Figure 9a,c). The 0.5–2 µm fraction does not show these potential contaminants; therefore, this binder fraction was selected for dating (Figure 9b).
The result of 14C dating of the AD-242 sample is 2120 ± 30 BP corresponding to the calendar age of 206–50 BC (Table 4, Figure 10A) and for the AD-132 sample is 2130 ± 30 BP corresponding to the calendar age of 210–52 BC (Figure 10B). Archaeological remains indicating occupation date of the site are very scarce, but several historical milestones allow to limit the range of building age. According to the historical sources, the Romanisation of the region could not begin until after the conquest of Numantia in 133 BC. Besides, Uxama Argaela was burned down in 72 BC by Pompey for supporting Sertorius during the first republican civil war. Both historical milestones limit the oldest age of building age to ca 70 BC. Among the scarce archaeological remains, some fragments of terra sigillata dated between 40–80 AD corresponding to abandonment of the building indicate that the construction of the building must indubitably be earlier. In summary, according to historical data, the age of the building must be before 40 AD (age of abandonment) and later to 133 BC, corresponding to the beginning of the Romanisation on the region. Considering a bayesian approach, the most probable age of construction would be before 50 BC. Both the original construction (sample AD-132) and improvement (sample AD-242) dates of the building are close, suggesting that the bath complex of Arroyo de La Dehesa de Velasco was built during the first century BC.

4. Conclusions

The results of this study have provided information about the technological and chronological aspects of the mortars at the Arroyo de la Dehesa de Velasco site.
The mortars were manufactured in a multilayer system formed by several layers with different thicknesses. Ceramic fragments or powder were added to improve resistance to moisture and the durability of the walls. This multilayer approach agrees with Roman technology recipes written by classical authors and applied by skilled artisans.
Petrographic and mineralogical studies allow to determine the raw materials’ provenance area. The only outcrop of Mesozoic limestones in the surroundings of the site, close to Ciudad de Osma-Burgo de Osma, were used to elaborate both lime and aggregates in the floor substrates. Both aggregates Cenozoic and Quaternary siliceous sands from areas close to the site were used. Moreover, the occurrence of kaolinite allows to set the sand provenance to the Oligocene materials.
The petrographic study reveals that the craftsmen followed the theoretical Roman technical guidelines with minor or no variations.
The binder 0.5–2 µm fraction of layers without ceramic fragments were selected to perform radiocarbon dating, indicating that the building construction occurred during the first century BC.

Author Contributions

J.J.E. and C.A.F. executed the archaeological study, the sampling strategy and collected the samples; A.A.-O. performed the petrographic analysis and wrote the paper; M.C.Z. carried out the XRD mineralogical study and contributed to writing and reviewing the paper; L.A.O. arranged the funding, the project administration, the geochemical study and contributed to writing and reviewing the paper; G.P.-A. performed the sample preparation and mineralogical study for radiocarbon dating. All authors contributed to discussion of results of this study. All authors have read and agreed to the published version of the manuscript.

Funding

This study was partially supported by the T1193-13 project of the Basque Country Government.

Acknowledgments

We thank anonymous reviewers for constructive comments and suggestions which improved the manuscript. The authors would also like to thank Peter Smith for language assistance.

Conflicts of Interest

The authors declare no conflict of interest regarding this manuscript.

References

  1. Furlan, V.; Bissegger, P. Les mortiers anciens, Historie et essais d’analyse scientifique. Rev. Suiss. D’art Archaéol 1975, 32, 2–14. [Google Scholar]
  2. Cowan, H.J. The Master Builders: A History of Structural and Environmental Design from Ancient Egypt to the Nineteenth Century; John Willey & Sons: New York, NY, USA, 1977; pp. 1–299. [Google Scholar]
  3. Malinowski, R. Ancient mortars and concretes: Aspects of their durability. In History of Technology; Hall, A.R., Smith, N., Eds.; Mansell: London, UK, 1982; 7th annual Volume, pp. 89–101. [Google Scholar]
  4. Von Landsberg, D. The history of lime production and use from early times to the industrial revolution. Zem. Kalk-Gips 1992, 45, 199–203. [Google Scholar]
  5. Hughes, J.J.; Válek, J. Mortars in Historic Buildings: A Review of the Conservation, Technical and Scientific Literature; Historic: Edinburgh, Scotland, 2003; pp. 1–88. [Google Scholar]
  6. Moropoulou, A.; Bakolas, A.; Anagnostopoulou, S. Composite materials in ancient structures. Cem. Concr. Comp. 2005, 27, 295–300. [Google Scholar] [CrossRef]
  7. Válek, J.; Hughes, J.J.; Groot, J.W.P. Historic Mortars: Characterization, Assessment and Repair; RILEM Bookseries; Springer: New York, NY, USA, 2012. [Google Scholar]
  8. Artioli, G.; Secco, M.; Addis, A. The Vitruvian legacy: Mortar and binders before and after the Roma world. In The Contribution of Mineralogy to Cultural Heritage; Artioli, G., Oberti, R., Eds.; The Mineralogical Society: Middlesex, UK, 2019; Volume 20, pp. 151–202. [Google Scholar] [CrossRef]
  9. Ortega, L.A.; Zuluaga, M.C.; Alonso Olazabal, A.; Insausti, M.; Ibáñez, A. Geochemical characterization of archaeological lime mortars: Provenance inputs. Archeometry 2008, 50, 387–408. [Google Scholar] [CrossRef]
  10. Sanjurgo-Sánchez, J.; Trindade, M.J.; Blanco-Rotea, R.; Benavides García, R.; Fernández Mosquera, D.; Burbidge, C.; Prudencio, M.I.; Dias, M.I. Chemical characterization of historic mortars from the Santa Eulalia de Bóveda temple, NW Spain. J. Archaeol. Sci. 2010, 37, 2346–2351. [Google Scholar] [CrossRef]
  11. Santos Silva, A.; Adriano, P.; Magalhaes, A.; Pires, J.; Carvalho, A.; Cruz, A.J. Characterization of historical mortars from Alentejo’s religious buildings. Int. J. Archit. Herit. 2010, 4, 138–154. [Google Scholar] [CrossRef]
  12. Miriello, D.; Barca, D.; Pecci, A.; De Luca, R.; Crisci, G.M.; López Luján, L.; Barba, L. Plasters from different buildings of the Sacred Precinct of Tenochtitlan (Mexico City): Characterization and provenance. Archaeometry 2015, 57, 100–127. [Google Scholar] [CrossRef]
  13. Moropoulou, A.; Bakolas, A.; Bisbikou, K. Investigation of the technology of historic mortars. J. Cult. Herit. 2000, 1, 45–58. [Google Scholar] [CrossRef]
  14. Kirca, Ö. Ancient binding materials, mortars and concrete technology: History and durability aspects. In Structural Analysis of Historical Constructions; Modena, C., Lourenço, P.B., Roca, P., Eds.; Taylor & Francis Group: London, UK, 2005; pp. 87–95. [Google Scholar]
  15. Pavia, S.; Caro, S. An investigation of Roman mortar technology through the petrographic analysis of archaeological material. Constr. Build. Mater. 2008, 22, 1807–1811. [Google Scholar] [CrossRef] [Green Version]
  16. Miriello, D.; Barca, D.; Crisci, G.M.; Barba, L.; Blancas, J.; Ortiz, A.; Pecci, A.; Lopez Luján, L. Characterization and provenance of lime plasters from the Templo Mayor of Tenochtitlan (Mexico City). Archaeometry 2011, 53, 1119–1141. [Google Scholar] [CrossRef]
  17. Tenconi, M.; Karatasios, I.; Bala’awi, F.; Kilikoglou, V. Technological and microstructural characterization of mortars and plasters from the Roman site of Qasr Azraq, in Jordan. J. Cult. Herit. 2018, 33, 100–116. [Google Scholar] [CrossRef]
  18. Miriello, D.; Barca, D.; Bloise, A.; Ciarallo, A.; Crisci, G.M.; De Rose, T.; Gattuso, C.; Gazineo, F.; La Russa, M.F. Characterisation of archaeological mortars from Pompeii (Campania, Italy) and identification of construction phases by compositional data analysis. J. Archaeol. Sci. 2010, 37, 2207–2223. [Google Scholar] [CrossRef]
  19. Kramar, S.; Zalar, V.; Urosevic, M.; Körner, W.; Mauko, A.; Mirtič, B.; Lux, J.; Mladenović, A. Mineralogical and microstructural studies of mortars from the bath complex of the Roman villa rustica near Mošnje (Slovenia). Mater. Charact. 2011, 62, 1042–1057. [Google Scholar] [CrossRef]
  20. Pecci, A.; Miriello, D.; Barca, D.; Crisci, G.M.; De Luca, R.; Ortiz, A.; Manzanilla, L.R.; Blancas, J.; Barba, L. Identifying a technological style in the making of lime plasters at Teopancazco (Teotihuacan, México). Archaeol. Anthropol. Sci. 2018, 10, 315–335. [Google Scholar] [CrossRef]
  21. Miriello, D.; Bloise, A.; Crisci, G.M.; De Luca, R.; De Nigris, B.; Martellone, A.; Osanna, M.; Pace, R.; Pecci, A.; Ruggieri, N. New compositional data on ancient mortars and plasters from Pompeii (Campania–Southern Italy): Archaeometric results and considerations about their time evolution. Mater. Charact. 2018, 146, 189–203. [Google Scholar] [CrossRef]
  22. Hale, J.; Heinemeier, J.; Lancaster, L.; Lindroos, A.; Ringbom, A. Dating Ancient Mortar. Am. Sci. 2003, 91, 130–137. [Google Scholar] [CrossRef]
  23. Heinemeier, J.; Jungner, H.; Lindroos, A.; Ringbom, A.; von Konow, T.; Rud, N. AMS 14C dating of lime mortar. Nucl. Instrum. Methods Phys. Res. Sect. B Beam Interact. Mater. At. 1997, 123, 487–495. [Google Scholar] [CrossRef]
  24. Lindroos, A.; Heinemeier, J.; Ringbom, Å.; Braskén, M.; Sveinbjörnsdóttir, Á. Mortar dating using AMS 14C and sequential dissolution: Examples from medieval, non-hydraulic lime mortars from the Åland Islands, SW Finland. Radiocarbon 2007, 49, 47–67. [Google Scholar] [CrossRef] [Green Version]
  25. Nawrocka, D.M.; Michczynska, D.J.; Pazdur, A.; Czernik, J. Application of radiocarbon method for dating of lime mortars. Geochronometria 2005, 24, 109–115. [Google Scholar]
  26. Ringbom, Å.; Lindroos, A.; Heinemeier, J.; Sonck-Koota, P. 19 years of mortar dating: Learning from experience. Radiocarbon 2014, 56, 619–635. [Google Scholar] [CrossRef]
  27. Marzaioli, F.; Nonni, S.; Passariello, I.; Capano, M.; Riccio, P.; Lubritto, C.; De Cesare, N.; Eramo, G.; Quiros Castillos, J.A.; Terrasi, F. Accelerator mass spectrometry 14C dating of lime mortars. Methodological aspects and field study application at CIRCE (Italy). Nucl. Instrum. Methods Phys. Res. Sect. B Beam Interact. Mater. At. 2013, 294, 246–251. [Google Scholar] [CrossRef]
  28. Hajdas, I.; Lindroos, A.; Heinemeier, J.; Ringbom, Å.; Marzaioli, F.; Terrasi, F.; Passariello, I.; Capano, M.; Artioli, G.; Addis, A.; et al. Preparation and dating of mortar samples-mortar dating inter-comparison study (MODIS). Radiocarbon 2017, 59, 1845–1858. [Google Scholar] [CrossRef]
  29. Peroni, S.; Tersigni, C.; Torraca, G.; Cerea, S.; Forti, M.; Guidobaldi, F.; Rossi-Doria, P.; De Rege, A.; Picchi, D.; Pietrafitta, F.J.; et al. Lime based mortars for the repair ancient masonry and possible substitutes. In Mortars, Cements, and Grouts Used in the Conservation of Historic Buildings-Mortiers, Ciments et Coulis Utilizes Dans la Conservationdes Batiments Historiques; Symposium ICCROM: Rome, Italy, 1981; pp. 63–100. [Google Scholar]
  30. Groot, C.J.W.P.; Bartos, P.J.M.; Hughes, J.J. Historic mortars: Characteristics and test- concluding summary and state-of-the-art. In Historic Mortars: Characteristics and Tests; Bartos, P., Groot, C., Hughes, J.J., Eds.; RILEM Publications: Cachan Cedex, France, 2000; pp. 443–454. [Google Scholar]
  31. Elert, K.; Rodríguez-Navarro, C.; Sebastián Pardo, E.; Hansen, E.; Cazalla, O. Lime mortars for the conservation of historic buildings. Stud. Conserv. 2002, 47, 62–75. [Google Scholar]
  32. Rodríguez-Navarro, C. Binder in historical building: Traditional lime in conservation. In International Seminar on Archaeometry and Cultural Heritage: The Contribution of Mineralogy; Herrero, J.M., Vendrell, M., Eds.; Soc España de Miner Seminars: Madrid, Spain, 2012; pp. 91–112. [Google Scholar]
  33. Torney, C.; Forster, A.; Szadurski, E.M. Restoration mortars in conservation work: Considerations & compatibility. In Proceedings of the 3rd Historic Mortars Conference, Glasgow, Scotland, 11–14 September 2013. [Google Scholar]
  34. Pacheco-Torgal, F.; Labrincha, J.A.; Leonelli, C.; Palomo, A.; Chindaprasirt, P. Handbook of Alkali-Activated Cements, Mortars and Concretes, 1st ed.; Woodhead Publishing, Elsevier: Amsterdam, The Netherlands, 2014; p. 852. [Google Scholar]
  35. Kurtis, K.E. Innovations in cement-based materials: Addressing sustainability in structural and infrastructure applications. Mat. Res. Soc. Bull. 2015, 40, 1102–1109. [Google Scholar] [CrossRef] [Green Version]
  36. Liew, K.M.; Sojobi, A.O.; Zhang, L.W. Green concrete: Prospects and challenges. Constr. Build. Mater. 2017, 156, 1063–1095. [Google Scholar] [CrossRef]
  37. Du, S.; Wu, J.; Alshareedah, O.; Shi, X. Nanotechnology in cement-based materials: A review of durability, modeling, and advanced characterization. Nanomaterials 2019, 9, 136. [Google Scholar] [CrossRef] [Green Version]
  38. Da Silva, M.; de Brito, J.; Veiga, R. Incorporation of fine plastic aggregates in rendering mortars. Construct. Build. Mater. 2014, 71, 226–236. [Google Scholar] [CrossRef]
  39. Fan, M.; Fu, F. Advanced High Strengh Natural Fibre Composites in Construction, 1st ed.; Fan, M., Fu, F., Eds.; Woodhead Publishing, Elsevier: Amsterdam, The Netherlands, 2016; p. 596. [Google Scholar]
  40. Vitruvius Pollio, M. The Architecture; Priestly and Weale: London, UK, 1826. [Google Scholar]
  41. Bostock, J.; Riley, H.T. The Natural History of Pliny; Bohm HG: London, UK, 1857. [Google Scholar]
  42. Ruiz Fernández de la Lopa, V.; Valverde Hernández, M. Memoria Mapa Geológico España 1:50.000 n. 377; IGME: Madrid, Spain, 1991. [Google Scholar]
  43. García Merino, C. Uxama I (Campañas de 1976 y 1978): Casa de la Cantera, Casa del Sectile y “el Tambor”; Instituto de Conservación y Restauración de Bienes Culturales: Madrid, España, 1995; p. 170. [Google Scholar]
  44. García Merino, C. Urbanización y Ordenación del Territorio en Uxama Argaela. Mesa Redonda; Emergência e Desevolvimento das Ciudades Romanas no Norte da Peninsula Ibérica: Porto, Portugal, 1999; pp. 191–221. [Google Scholar]
  45. García Merino, C. Población y Poblamiento en Hispania Romana. El Conventus Cluniensi; Universidad de Valladolid: Valladolid, España, 1975. [Google Scholar]
  46. García Merino, C. Las raíces históricas de la sede episcopal oxoniense. Aproximación a la etapa tardo-antigua de Uxama. In Proceedings of the Semana de Estudios históricos de la Diócesis de Osma, Soria, Spain, 15–17 September 1997; Universidad Alfonso VIII y Diputación Soria: Soria, Spain, 2000; Volume 1, pp. 179–196. [Google Scholar]
  47. Dohijo, E. Evolución y transformación urbana de las ciudades del Alto Valle del Duero durante la Antigüedad Tardía. Espac. Urbanos Occidente Mediterráneo 2011, S. VI-VIII, 219–228. [Google Scholar]
  48. Artioli, G.; Secco, M.; Addis, A.; Bellotto, M. Role of Hydrotalcite-Type Layered Double Hydroxides in Delayed Pozzolanic Reactions and their Bearing on Mortar Dating Cementitious Materials: Composition, Properties, Application; Pöllmann, H., Ed.; De Gruyter: Berlin, Germany, 2017; pp. 147–158. [Google Scholar] [CrossRef]
  49. Ponce-Antón, G.; Ortega, L.A.; Zuluaga, M.C.; Alonso-Olazabal, A.; Solaun, J.L. Hydrotalcite and hydrocalumite in mortar binders from the medieval castle of Portilla (Álava, north Spain): Accurate mineralogical control to achieve more reliable chronological ages. Minerals 2018, 8, 326. [Google Scholar] [CrossRef] [Green Version]
  50. Nonni, S.; Marzaioli, F.; Mignardi, S.; Passariello, I.; Capano, M.; Terrasi, F. Radiocarbon dating of mortars with a pozzolana aggregate using the Cryo2SoniC protocol to isolate the binder. Radiocarbon 2018, 60, 617–637. [Google Scholar] [CrossRef]
  51. Ortega, L.A.; Zuluaga, M.C.; Alonso-Olazabal, A.; Murelaga, X.; Insausti, M.; Ibañez-Etxeberria, A. Historic lime-mortar 14C dating of Santa María la Real (Zarautz, northern Spain): Extraction of suitable grain size for reliable 14C dating. Radiocarbon 2012, 54, 23–36. [Google Scholar] [CrossRef]
  52. Ramsey, C.B.; Scott, M.; van der Plicht, H. Calibration for archaeological and environmental terrestrial samples in the time range 26-50 ka cal BP. Radiocarbon 2013, 55, 2021–2027. [Google Scholar] [CrossRef] [Green Version]
  53. Reimer, P.J.; Bard, E.; Bayliss, A.; Beck, J.W.; Blackwell, P.G.; Ramsey, C.B.; Buck, C.E.; Cheng, H.; Edwards, R.L.; Friedrich, M.; et al. IntCal13 and marine13 radiocarbon age calibration curves 0-50,000 years calBP. Radiocarbon 2013, 55, 1869–1887. [Google Scholar] [CrossRef] [Green Version]
  54. Boynton, R.S. Chemistry and Technology of Lime and Limestone; Wiley &Sons: New York, NY, USA, 1980. [Google Scholar]
  55. Bakolas, A.; Biscontin, G.; Moropoulou, A.; Zendri, E. Characterization of the lumps in the mortars of historic masonry. Thermochim. Acta 1995, 269, 809–816. [Google Scholar] [CrossRef]
  56. Hughes, J.J.; Leslie, A.B.; Callebaut, K. The petrography of lime inclusions in historic lime based mortars. Annal. Geolog. Pays Hellen. 2001, 39, 359–364. [Google Scholar]
  57. Mora, P.; Mora, L.; Philipot, P. Conservation of Wall Painting; Butterworth& Co.: London, UK, 1984. [Google Scholar]
  58. Piovesan, R.; Curti, C.; Maritan, L.; Mazzoli, C. Petrographic and microstratigraphic analysis of mortar-based building materials form the temple of Venus, Pompeii. In Interpreting Silent Artefacts: Petrographic Approaches to Archaeological Ceramics; Quinn, P.S., Ed.; Archaeopress: Oxford, UK, 2009; pp. 65–79. [Google Scholar]
  59. Pachta, V.; Stefanidou, M. Technology of multilayer mortars applied in ancient floor mosaic substrates. J. Archaeol. Sci. Rep. 2018, 20, 683–691. [Google Scholar] [CrossRef]
  60. Alonso-Olazabal, A.; Ortega, L.A.; Zuluaga, M.C.; Ponce-Antón, G.; Jiménez Echevarría, J.; Alonso Fernández, C. Roman mortars of floor substrates and walls from Arroyo de la Dehesa de Velasco site: Petrographic and mineralogical characterization. In Proceedings of the 5th Historic Mortar Conference (HMC), Pamplona, Spain, 19–21 June 2019; Alvarez, J.I., Fernández, J.M., Navarro, I., Durán, A., Sirera, R., Eds.; RILEM Publications S.A.R.L.: Paris, France, 2019; pp. 410–423. [Google Scholar]
  61. Wentworth, C.K. A scale of grade and class terms for clastic sediments. J. Geol. 1922, 30, 377–392. [Google Scholar] [CrossRef]
  62. Powers, M.C. A new roundness scale for sedimentary particles. J. Sed. Res. 1953, 23, 117–119. [Google Scholar] [CrossRef]
  63. Folk, R.L. Petrology of Sedimentary Rocks; Hemphill Publishing Co.: Austin, TX, USA, 1974; p. 170. [Google Scholar]
  64. Jerram, D.A.; Cheadle, M.J.; Hunter, R.H.; Elliot, M.T. The spatial distribution of grains and crystals in rocks. Contrib. Miner. Petrol. 1996, 60–67. [Google Scholar] [CrossRef]
  65. Stephanidou, M.; Pachta, V.; Konopissi, S.; Karkadelidou, F.; Papayianni, I. Analysis and characterization of hydraulic mortars from ancient cisterns and bath in Greece. Mater. Struct. 2013, 47, 571–580. [Google Scholar] [CrossRef]
  66. Theodoridou, M.; Ioannou, I.; Philokyprou, M. New evidence of early use of artificial pozzolanic material in mortars. J. Archaeol. Sci. 2013, 40, 3263–3269. [Google Scholar] [CrossRef]
  67. Böke, H.; Akkurt, S.; Ipekoglu, B.; Ugurlu, E. Characteristics of bricks used as aggregate in historic brick-lime mortars and plasters. Cement. Concr. Res. 2006, 36, 1115–1122. [Google Scholar] [CrossRef]
  68. Gutman, M.; Lesar Kikelj, M. Wall paintings from the roman Emona (Ljubljana, Slovenia): Characterization of mortar layers and pigments. Archaeometry 2016, 58, 297–314. [Google Scholar] [CrossRef]
  69. Benedetti, D.; Valetti, S.; Bontempi, E.; Piccioli, C.; Depero, L. Study of ancient mortars from roman villa of Polio Felice in Sorrento (Naples). Appl. Phys. A 2004, 79, 341–345. [Google Scholar] [CrossRef]
  70. Puertas, F.; Blanco-Varela, M.T.; Palomo, A.; Ortega-Calvo, J.J.; Saiz-Jiménez, C. Decay of Roman and repair mortars in mosaics from Italica, Spain. Sci. Total Environ. 1994, 153, 123–131. [Google Scholar] [CrossRef]
  71. Robadora, M.; Arroyo, F. Characterization of roman coatings from the roman house in Merida (Spain). J. Cult. Herit. 2013, 14, S52–S58. [Google Scholar] [CrossRef]
  72. Borsoi, G.; Santos Silva, A.; Menezes, P.; Candeias, A.; Mirao, J. Analytical characterization of ancient mortars from the archaeological roman site of Pisoes (Beja, Portugal) 2019. Constr. Build. Mater. 2004, 597–608. [Google Scholar] [CrossRef] [Green Version]
  73. Taylor, H.F.W. Cement Chemistry, 2nd ed.; Thomas Telford Publish: London, UK, 1997. [Google Scholar] [CrossRef]
  74. Hodgkinson, E.S.; Hughes, C.R. The mineralogy and geochemistry of cement/rock reactions: High-resolution studies of experimental and analogue materials. In Chemical Containment of Waste in the Geosphere; Metcalfe, R., Rochelle, C.A., Eds.; Geol. Soc.: London, UK, 1999; pp. 195–213. [Google Scholar] [CrossRef]
  75. Ponce-Antón, G.; Zuluaga, M.C.; Ortega, L.A.; Agirre Mauleon, J. Petrographic and chemical-mineralogical characterization of mortars from the cistern at Amaiur Castle (Navarre, Spain). Minerals 2020, 10, 311. [Google Scholar] [CrossRef] [Green Version]
  76. Maravelaki-Kalaitzaki, P.; Bakolas, A.; Moropoulou, A. Physico-chemical study of Cretan ancient mortars. Cem. Concr. Res. 2003, 33, 651–661. [Google Scholar] [CrossRef]
  77. Ugurlu, E.; Böke, H. The use of brick-lime plasters and their relevance to climatic conditions of historic bath buildings. Constr. Build. Mater. 2009, 23, 2442–2450. [Google Scholar] [CrossRef] [Green Version]
  78. Valverde Hernández, M. Memoria Mapa Geológico España 1:50.000 n. 378; IGME: Madrid, Spain, 1991. [Google Scholar]
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Figure 1. Excavation plan of Arroyo de la Dehesa de Velasco site (Burgo de Osma-Ciudad de Osma, Soria, Spain) and location of the samples in the labelled rooms (A, B, C, D, E, F, G and H). Purple shapes correspond to bridge footings traces of motorway A-11, green circles correspond to wall samples and blue stars to floor samples.
Figure 1. Excavation plan of Arroyo de la Dehesa de Velasco site (Burgo de Osma-Ciudad de Osma, Soria, Spain) and location of the samples in the labelled rooms (A, B, C, D, E, F, G and H). Purple shapes correspond to bridge footings traces of motorway A-11, green circles correspond to wall samples and blue stars to floor samples.
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Figure 2. Representative samples of mortars from the Arroyo de la Dehesa de Velasco site. Sample AD-242: Multilayer wall plaster with cocciopesto layer. Sample AD-132: Two layers of wall siliceous plaster with an outermost marmorino layer. Sample AD-192: Multilayer floor mortar with three layers, L0 marmorino layer, L1 crushed limestone and L3 siliceous pebbles with calcite binder.
Figure 2. Representative samples of mortars from the Arroyo de la Dehesa de Velasco site. Sample AD-242: Multilayer wall plaster with cocciopesto layer. Sample AD-132: Two layers of wall siliceous plaster with an outermost marmorino layer. Sample AD-192: Multilayer floor mortar with three layers, L0 marmorino layer, L1 crushed limestone and L3 siliceous pebbles with calcite binder.
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Figure 3. Photomicrographs of the different layers (L0–L6) in the AD-124 wall mortar.
Figure 3. Photomicrographs of the different layers (L0–L6) in the AD-124 wall mortar.
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Figure 4. Scanning electron microscope (SEM) images of: (A) bulk calcite of the marmorino layer, (B) calcite growing on a vegetable fibre, and (C) laminar kaolinite mineral among the calcite binder.
Figure 4. Scanning electron microscope (SEM) images of: (A) bulk calcite of the marmorino layer, (B) calcite growing on a vegetable fibre, and (C) laminar kaolinite mineral among the calcite binder.
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Figure 5. Representative XRD patterns of the AD-124 mortar binder: (a) XRD pattern of binder from layer L2 with ceramic fragments, (b) XRD pattern of binder from layer L3 without ceramic fragments. (Cal: calcite, Qz: quartz, Kln: kaolinite, Ill: illite, Ame: amesite).
Figure 5. Representative XRD patterns of the AD-124 mortar binder: (a) XRD pattern of binder from layer L2 with ceramic fragments, (b) XRD pattern of binder from layer L3 without ceramic fragments. (Cal: calcite, Qz: quartz, Kln: kaolinite, Ill: illite, Ame: amesite).
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Figure 6. Binary diagrams of CaO/Al2O3 versus SiO2, CaO, Fe2O3 and K2O oxides plotting the chemical composition of Arroyo de la Dehesa de Velasco site mortar layers. Green symbols correspond to layers with ceramic fragments. Blue symbols correspond to clay-rich scratch coat layers from plasters and to sandy-clayey floor mortar.
Figure 6. Binary diagrams of CaO/Al2O3 versus SiO2, CaO, Fe2O3 and K2O oxides plotting the chemical composition of Arroyo de la Dehesa de Velasco site mortar layers. Green symbols correspond to layers with ceramic fragments. Blue symbols correspond to clay-rich scratch coat layers from plasters and to sandy-clayey floor mortar.
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Figure 7. Dendrogram of the mortars according to their layers. Green symbols correspond to layers with ceramic fragments. Blue symbols correspond to clay-rich layers and sandy-clayey layer.
Figure 7. Dendrogram of the mortars according to their layers. Green symbols correspond to layers with ceramic fragments. Blue symbols correspond to clay-rich layers and sandy-clayey layer.
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Figure 8. Geological map and location of the Arroyo de La Dehesa de Velasco site (star).
Figure 8. Geological map and location of the Arroyo de La Dehesa de Velasco site (star).
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Figure 9. XRD patterns of extracted binder fractions of Layer L2 of Sample AD-132: (a) XRD pattern of >2 µm fraction, (b) XRD pattern of 0.5–2 µm corresponding to the datable fraction and (c) XRD pattern of <0.5 µm fraction.
Figure 9. XRD patterns of extracted binder fractions of Layer L2 of Sample AD-132: (a) XRD pattern of >2 µm fraction, (b) XRD pattern of 0.5–2 µm corresponding to the datable fraction and (c) XRD pattern of <0.5 µm fraction.
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Figure 10. Calibrated 14C dates of the binder from the: (A) AD-242 mortar sample and (B) AD-132 mortar sample obtained with OxCal v 4.1.7 [52] and IntCal09 atmospheric data [53].
Figure 10. Calibrated 14C dates of the binder from the: (A) AD-242 mortar sample and (B) AD-132 mortar sample obtained with OxCal v 4.1.7 [52] and IntCal09 atmospheric data [53].
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Table
Table 1. Macroscopic and petrographic characteristics of the mortars.
Table 1. Macroscopic and petrographic characteristics of the mortars.
Sample LayersThickness
(Cm)		Aggregates
Grain SizeWentworthSortingNature
Mean MaxClassMineralsRock Fragments
AD-132WallL00.10.251Fine sandPSCalLimestones
L11.50.63Coarse sandVPSQzQzt >> Limestones > Lumps
L220.8–15Coarse sandMSQz >> FspQzt >> Limestones > Lumps
AD-134L00.20.32Fine sandVPSCalLimestones
L120.63Medium sandMSQz >> CalQzt> Sandstones >> Limestones
L220.64Small pebblesMSQz >> CalQzt> Sandstones >> Limestones
AD-242L00.10.31.5Fine sandVPSCalLimestones
L1a2–412Fine sandMSQz > CalQzt >> Sandstone > limestone
L1b0–20.61.5Medium sandPSQzQzt >> Sandstones >> Limestones
L221.25Coarse sandPSQzCeramic >> Qzt
L32.50.23Fine-medium sandVPQz > CalQzt >> Ceramic powder
L420.112Very fine sandMSQzSiltstone > Limestone >> Ceramic
AD-243L00.20.31.5Medium sandVPSCal > QztLimestones
L120.42Fine sandWSQz >> FspQzt >> Lumps
L22.514Medium-coarsePSQz >> FspQzt > Limestones > Lumps
AD-124L00.10.21SiltPSCalLimestones
L1a20.32Medium sandPSQz > CalQzt >> ceramic
L1b2.50.62Coarse sandMSQzQzt >> Limestone
L21.50.63Coarse sandPSQ > Cal >> FspCeramic >>> Qzt
L31.50.73Coarse sandMSQz >> FspQzt >> Limestones >> Lumps
L4115Very coarseVPSQz > CalQzt >> Limestones > Lumps
L510.45Medium sandPSQz > CalQzt > clays >> Limestones
AD-058L00.10.31Medium sandPSCal > QztLimestones
L11.50.42.5Medium sandPSQz >> FspQzt >> Lumps
L22.50.72.5Coarse sandMSQz >> FspQzt >> Lumps
AD-114FloorL11.50.240.6Medium sandWSCal > Qz, FspClay
AD-192L00.10.22SiltPSCalLimestones
L15.5912Small pebbleMSQzLimestones
L24–6716Medium pebblePSQzQzt
Qz: quartz; Cal: Calcite; Fsp: Feldspar; Qzt: Quartzites; WS: well sorted; MS: medium sorted; PS: poorly sorted; VPS: very poorly sorted.
Table
Table 2. X-ray diffraction (XRD) mineralogical composition of the coarse fraction of mortar binder.
Table 2. X-ray diffraction (XRD) mineralogical composition of the coarse fraction of mortar binder.
Sample CalcitePhyllosilicatesQuartzKln/Ilt
AD-132Wall9901−
AD-1349802−
AD-242-L1
AD-242-L2
AD-242-L3		99
59
68		0
36
31		1
5
1		−
13/23
28/3
AD-2439901−
AD-124-L0
AD-124-L1
AD-124-L2
AD-124-L3
AD-124-L4
AD-124-L5		76
81
80
82
98
85		18
18
16
15
0
13		6
1
4
3
2
2		9/9
9/9
0/16
4/11
−
6/7
AD-0587723117/6
AD-114Floor7620411/9
AD-192-L1
AD-192-L2		99
99		0
0		1
1		−
−
In bold lettering: cocciopesto layer. Kln: kaolinite, Ilt: illite, − not detected. Values in relative percentages.
Table
Table 3. Major element chemical composition of mortars by X-ray fluorescence (XRF) analysis (in wt%).
Table 3. Major element chemical composition of mortars by X-ray fluorescence (XRF) analysis (in wt%).
SampleSiO2Al2O3Fe2O3tMnOMgOCaONa2OK2OTiO2P2O5SO3LOI
AD-13252.970.870.310.010.1322.120.000.320.070.040.0422.90
AD-13458.540.970.380.020.2419.170.010.320.070.070.0219.11
AD-242-152.580.820.200.010.1622.470.000.360.060.060.1322.40
AD-242-245.068.792.750.030.5619.550.041.580.400.160.2120.09
AD-242-343.353.090.860.010.4924.810.030.500.130.080.1425.09
AD-242-444.644.631.380.030.3223.130.041.090.260.180.0722.66
AD-243-161.310.880.240.010.2617.490.000.390.060.050.0218.92
AD-243-264.290.920.250.010.2116.210.000.430.080.040.0217.26
AD-124-142.371.650.580.010.2526.770.010.420.090.040.0726.59
AD-124-239.587.392.280.020.4623.440.041.300.330.100.2024.06
AD-124-355.170.980.280.010.2420.350.010.320.060.030.0421.68
AD-124-450.410.870.280.010.2123.060.000.300.070.030.0323.61
AD-124-549.943.020.940.020.3120.420.050.790.200.070.0322.78
AD-05859.070.810.430.010.1319.620.000.320.050.070.0219.25
AD-11462.001.810.400.010.2216.870.000.870.130.070.0615.93
Fe2O3t: Total iron reported as Fe2O3. LOI: Loss on ignition.
Table
Table 4. Radiocarbon age determinations of the mortars from Arroyo de La Dehesa de Velasco.
Table 4. Radiocarbon age determinations of the mortars from Arroyo de La Dehesa de Velasco.
Lab CodeSampleConventional Ageδ13CCalibrated Age Ranges (2σ)
Beta-511088AD-2422120 +/− 30 BP−14.3‰206–50 BC (91.2%)
345–322 BC (4.2%)
Beta-511089AD-1322130 +/− 30 BP−14.4‰210–52 BC (84.9%)
350–308 BC (10.5%)

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Alonso-Olazabal, A.; Ortega, L.A.; Zuluaga, M.C.; Ponce-Antón, G.; Jiménez Echevarría, J.; Alonso Fernández, C. Compositional Characterization and Chronology of Roman Mortars from the Archaeological Site of Arroyo De La Dehesa De Velasco (Burgo De Osma- Ciudad De Osma, Soria, Spain). Minerals 2020, 10, 393. https://doi.org/10.3390/min10050393

AMA Style

Alonso-Olazabal A, Ortega LA, Zuluaga MC, Ponce-Antón G, Jiménez Echevarría J, Alonso Fernández C. Compositional Characterization and Chronology of Roman Mortars from the Archaeological Site of Arroyo De La Dehesa De Velasco (Burgo De Osma- Ciudad De Osma, Soria, Spain). Minerals. 2020; 10(5):393. https://doi.org/10.3390/min10050393

Chicago/Turabian Style

Alonso-Olazabal, Ainhoa, Luis Angel Ortega, Maria Cruz Zuluaga, Graciela Ponce-Antón, Javier Jiménez Echevarría, and Carmen Alonso Fernández. 2020. "Compositional Characterization and Chronology of Roman Mortars from the Archaeological Site of Arroyo De La Dehesa De Velasco (Burgo De Osma- Ciudad De Osma, Soria, Spain)" Minerals 10, no. 5: 393. https://doi.org/10.3390/min10050393

APA Style

Alonso-Olazabal, A., Ortega, L. A., Zuluaga, M. C., Ponce-Antón, G., Jiménez Echevarría, J., & Alonso Fernández, C. (2020). Compositional Characterization and Chronology of Roman Mortars from the Archaeological Site of Arroyo De La Dehesa De Velasco (Burgo De Osma- Ciudad De Osma, Soria, Spain). Minerals, 10(5), 393. https://doi.org/10.3390/min10050393

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