American Concrete Institute
American Society of Civil Engineers
Institute of Environmental Engineers of the College of Engineers and Land Surveyors of Puerto Rico
Institute of Land Surveyors of the College of Engineers and Land Surveyors of Puerto Rico
Institute of Transportation Engineers
Let’s get social.
Welcome to the Department of Civil and Environmental Engineering and Land Surveying of the Polytechnic University of Puerto Rico.
We invite you to look through our website and learn more about our academic programs, faculty, students, and laboratory facilities. The Department offers three undergraduate programs leading to a Bachelor’s degree. These are the Bachelor of Science in Civil Engineering, the Bachelor of Science in Environmental Engineering and the Bachelor of Science in Land Surveying and Mapping.The Civil and Environmental Engineering Programs are accredited by the Engineering Accreditation Commission of ABET (www.abet.org). The Land Surveying and Mapping Program is accredited by the Applied and Natural Science Accreditation Commission of ABET. The Department also offers a program that leads to an Associate Degree in Land Surveying. Additionally, the Department has two graduate programs: one which leads to either a Master of Science or a Master of Engineering in Civil Engineering, and the other leads to a Master in Geospatial Science and Technology. The strengths of the Department are many. The programs’ curricula provide our students with the knowledge, technical skills, and experiences necessary to succeed in the ever-changing and competitive workforce. Our faculty members have strong educational and professional backgrounds that allow them to be excellent professors and researchers. Our support staff is highly committed to providing a first-rate environment. The Department’s laboratories are equipped to provide exceptional learning experiences, as well as to handle research projects of significance. We welcome prospective, current, and former students, employers of our graduates, and colleagues, and hope you find this site helpful. Please feel free to contact me with questions, comments, or suggestions by sending an e-mail to hcruzado@pupr.edu. We appreciate your interest and feedback.
Amado Vélez-Gallego
Professor and Department Head
Accredited by the Applied and Natural Science Accreditation Commission of ABET
www.abet.org
Accredited by the Engineering Accreditation Commission of ABET
www.abet.org
Associated General Contractors of PR
Institute of Civil Engineers of the College of Engineers and Land Surveyors of Puerto Rico
Students 2019/2020:
https://www.transportation.gov/utc/2016-utc-grantees
Project 1 – Improving Transportation Infrastructure Resilience against Hurricanes, other Natural Disasters, and Weathering: Part I – Analysis of failure of transportation signs due to Hurricane Maria: Three types of traffic signs supporting structures that failed during Hurricane María are being studied: (1) support of steel truss cantilevered guide sign anchored to concrete pedestal, (2) traffic signs supported by I-beams with break-away system, and (3) small regulatory signs supported by a single tubular or channel post
Project 2 – Improving Transportation Infrastructure Resilience against Hurricanes, other Natural Disasters, and Weathering: Part II – Analysis of pedestrian bridges failures due to Hurricane Maria: Two types of studies are being developed: (1) an inventory of failures of pedestrian bridges in the San Juan Metropolitan Area (SJMA), and (2) the advanced analysis of a case study pedestrian bridge that experienced large deflections in the plastic range.
Project 3 – Improving Transportation Infrastructure Resilience against Hurricanes, other Natural Disasters, and Weathering: Part III – Analysis of motor vehicle bridges failures due to Hurricane Maria: This research project focuses in developing an inventory and repository of the available information on vehicular bridge failures during Hurricane Maria.
(Source: El Nuevo Día newspaper)
The undergraduate student participating in the project: Gustavo Cruz, Adriana Murati, Jonathan Hernandez, and Monserrat Gonzalez.
Professors Héctor Cruzado, PhD, PE; Gustavo Pacheco-Crosetti, PhD, PE; Amado Vélez-Gallego, MSCE; and graduate students Geoffrey Vega, MSCE; Guillermo López, BSCE, PE; Antonio Roig, BSIE; y Nelson Sotelo, BSCE, of the Civil Engineering Program, presenting the advancement of the research projects on the “Analysis of Failures in Transportation Signs, Pedestrian Bridges, and Vehicular Bridges due to Hurricane Maria” in the Expo Cumbre 2019, event organized by the College of Engineers and Land Surveyors of Puerto Rico (CIAPR)in the PR Convention Center, on May 24, 2019.
Student Tanayshalí Meléndez Santana, from the Civil Engineering Program, with her research poster on the “Use of Plastic as a Replacement of Fine Aggregates in Concrete Admixtures”. Her advisor was professor Gustavo Pacheco-Crosetti, PhD, PE.
Tanayshalí obtained the First Place in the URP-HS Poster Competition for Best Student Research Poster.
Student Bianka J. Cuevas Colón, from the Environmental Engineering Program, with her research poster on “Alternatives for Processing Plastics with Recycle Codes from 3 to 7”. Her advisors were professor Gustavo Pacheco-Crosetti, PhD, PE; and professor Ángel Gonzalez-Limardo, PhD
Bianka obtained the Second Place in the URP-HS Poster Competition for Best Student Research Poster.
Academic year 2019-2020
Students Abdiel Lugo Montes (Environmental Engineering Program. Research topic: “Risk & Vulnerability Assessment on Potable Water Treatment Plants Against Natural Hazards”), Patricia León Malavé (Civil Engineering Program. Research topic: “Vulnerability of Bridges To Natural Events”), and Imad Atra Suboh (Civil Engineering Program. Research topic: “Infrastructure Condition Assessment”), with their advisor, professor Gustavo Pacheco-Crosetti, PhD, PE.
The development of any engineering project requires the civil engineer to understand the materials and the structural elements from which the project will be constructed. The physical and mechanical properties as well as the loads that each construction material and structural element can withstand are part of the information required for the design of a construction project. Technological advances, challenges in construction, and novel discoveries have been historically some of the motivators for the constant creation of new materials and systems used for the construction of structures. As new materials and structural systems are developed, the necessity to test these and gather data on their behavior increases. With its key personnel and technological resources, the Construction Materials Laboratory at the Polytechnic University of Puerto Rico is in a valuable position for helping in the advancement of new construction technologies. This laboratory is mostly used to support Civil Engineering undergraduate and graduate courses, as well as some extracurricular activities of the students, such as competitions sponsored by the student chapters of professional societies like the American Concrete Institute and the American Society of Civil Engineers. Most importantly, the laboratories are used to support research projects targeted toward the better understanding of old and new construction materials and structural systems. In the Construction Materials course (CE 2510) the students learn the fundamental properties of the most common construction materials used in Puerto Rico and the United States. Concurrently, in the Construction Materials Laboratory course (CE 2511), the students can test the knowledge acquired in the theoretical course by experimenting with various construction materials.
The Construction Materials Laboratory seeks to offer its services to the construction industry to help develop a better understanding of the structural behavior of construction materials and structural systems, be them old or new. This laboratory also seeks sponsors who want to help students to develop research projects or to participate in national competitions sponsored by professional societies.
The maximum enrollment of the CE 2511 course is 16 students. In each academic term (Fall, Winter, and Spring), one section of the course is offered.
Table1 summarizes the personnel that teach or assist in the Construction Materials Laboratory.
| Resource | Employment status |
| Balhan Alsaadi, PhD | Professor, CE 2511 |
| Salvador Montilla, BSEE, MECE | Laboratory Assistant |
The laboratory facilities are located in room L-102 with an area of 25 by 35 feet that houses four working counters with lower storage compartments, one closet compartment, several of the most sensitive testing equipment and one office. Another 12 feet by 45 feet room is used to store larger pieces of equipment, such as the concrete mixer and several other items used in the preparation of concrete mixes.
6.1 Concrete aggregates
Concrete is an artificial rock created by mixing cement, water, aggregates, and additives in the right proportions. The aggregates constitute between 60 and 80 percent of the total concrete mix. This is why the aggregates chosen must be of good quality. Several concrete aggregates tests are performed to obtain the necessary data about the sands and gravel available in the laboratory and from which the students create a concrete mix.
6.1.1 Fine and Coarse Aggregate Sieve Analysis
This test is performed to verify if the chosen materials have an adequate particle size distribution to be used in normal weight concrete. The laboratory has a Fine Aggregate Sieves Shaker (Figures 1 and 2) and a Coarse Aggregate Sieves Shaker (Figure 3) to perform these analyses.
6.1.2 Coarse Aggregate Abrasion Test
Concrete mixes used for pavement construction will be subjected to abrasion, which could have a negative impact on the aggregates. The Los Angeles Machine (Figure 5) is used to test the abrasive resistance of coarse aggregates.
6.1.3 Percent Absorption and Specific Gravity of Coarse and Fine Aggregates
It is necessary to obtain the percent absorption, percent humidity, and specific gravity of the aggregates used in concrete to balance the moisture in a concrete mix. The data necessary for these measurements are obtained using the high precision scales (Figure 10) and ovens (Figure 8) that are available at the laboratory.
6.1.4 Unit weight of Coarse Aggregates
Containers calibrated to various yields are available at the laboratory to determine the unit weight of various types of concrete aggregates (Figure 7).
6.1.5 Organic Impurities in Fine Aggregates
Bottles, beakers, flasks, and other pieces of glass are available to make precise measurements of the chemicals used to detect organic impurities in fine aggregates which could be detrimental to concrete structures (Figures 6 and 9).
6.2 Concrete Design, Mixing, and Testing
As part of the CE 2511 course the students are required to develop a concrete mix having a specific compressive resistance using the aggregates available at the laboratory. They must prepare the mix either using the concrete mixer or by hand, cast concrete cylinders as per specifications, cure them for periods of one week to 28 days and perform resistance tests on them. The resistance tests include compressive and split tests performed on one of the two available Forney Concrete Compression Machines (Figure 4). Also, Modulus of Elasticity tests are performed using the available electronic or mechanical Compresometers (Figure 11).
6.3 Wood
The Forney Concrete Compression Machines are also used to perform compressive tests on samples of wood. Also, the specific gravity and humidity are calculated using the high precision balances and ovens.
6.4 Reinforcing Steel
An Instron Hydraulic Universal Testing Machine (Figure 12) is available to test the tensile resistance of various diameters of concrete reinforcing steel rods.
6.5 Asphalt
Several procedures and equipment are used at the Construction Materials Laboratory to test the compressive behavior of asphalt pavements.
The Construction Materials Laboratory is also used by graduate students to perform material testing and by members of the student chapters of professional societies to develop concrete samples to participate in competitions sponsored by the American Concrete Institute and the American Society of Civil Engineers. Award winning pieces developed at the Polytechnic University of Puerto Rico are on display at the entrance of the laboratory. It also holds one laboratory meeting of the CE 1011 – Introduction to Civil Engineering course.
This section presents photos of the equipment available in the laboratory.
Figure 1 Fine Aggregate Sieves Shaker
Figure 2 Standard Fine Aggregate Sieves
Figure 3 Coarse Aggregate Sieves Shaker
Figure 4 Concrete Compression Machine
Figure 5 Los Angeles Machine (Coarse Aggregate Abrasion Test)
Figure 6 Glass Volumetric Flask
Figure 7 Yield Buckets: 1/10 cf, 1/3 cf, 1/2 cf
Figure 8 Stabile-Thermal Gravity Oven
Figure 9 Organic Impurities Test for Sands
Figure 10 High Precision Scales
Figure 11 Electronic Strain Measurements for Concrete
Figure 12 Instron Tensile Equipment and Other Special Testing Equipment
The following is a list of some research projects that have been conducted by the students at the Laboratory:
A photograph of civil engineering students working during a laboratory session is presented in Figure 13.
Figure 13 Students performing laboratory work
Soils are engineering materials usually formed under random and extremely variable circumstances, which make them rather difficult to characterize for design purposes. Consequently, it has been necessary to standardize laboratory tests to measure the engineering properties of soils with an acceptable rate of accuracy. The concepts discussed in the theoretical geotechnical engineering courses are reinforced through the direct measurement of soil properties, thus having a direct effect on the student as follows: 1. Improve understanding of the differences between soil types through result comparison and analysis. 2. More accurate assessment of the limitations involved when considering the soil-structure interaction in design. 3. Improve knowledge of the local soil conditions and the effect of moisture changes and other factors on soil strength. The Geotechnical Engineering component of the Civil Engineering undergraduate program at PUPR consists of two theoretical and two laboratory courses that are to be carried out in two consecutive terms as follows:
| First Term | Geotechnical Engineering I (CE 3210) | Geotechnical Engineering Laboratory (CE 3211) |
| Second Term | Geotechnical Engineering II (CE 3220) | Geomechanics Laboratory (CE 3221) |
The laboratory courses meet for two hours twice a week. Safety and test procedure briefs are followed by a PowerPoint presentation of the test, the students are provided with handouts to follow the test presentations. The Geotechnical Engineering Laboratory has multiple (usually, four to five) sets of equipment meeting or exceeding industry standards. The laboratory facilities provide enough space for four fully equipped workstations. The laboratory supports the theoretical courses, some elective courses, and research at PUPR.
The maximum enrollment per course section is 16 students. In each academic term (Fall, Winter, and Spring) one section of the CE 3211 course and one section of the CE 3221 course are offered.
Currently, two instructors teach the Geotechnical Laboratory courses with the assistance of one technician. The qualifications and relevant background data of the staff are shown in Table 1.
Table 1 Laboratory Staff
| Resource | Employment status |
| Omaira Collazos, PhD | Professor, CE 3221 |
| José A. Martínez, MSCE | Professor, CE 3121 |
| Isabel Lorenzana, MEM, BSCE | Laboratory Assistant |
The laboratory facilities are located in a 25 by 35 feet area in Room L-106 room that houses three working counters with lower storage compartments and a storage room. Another 12 feet by 45 feet room is dedicated to compaction testing and graduate student work. Figures 1 and 2 show the laboratory facilities. Some of the tests and research activities are carried out around the PUPR campus.
Figure 1 Geotechnical Engineering Laboratory facilities
Figure 2 Geotechnical Engineering Laboratory facilities
5.1 Geotechnical Engineering Laboratory (CE 3211)
Following is a description of the tests performed for this course:
5.1.1 Sub-soil Exploration and Sampling
The drilling crew performs two boring by means of the Standard Penetration Test (SPT) at the beginning of the term; the retrieved samples are used for testing throughout the term.
5.1.2 Water Content and Soil Phase Relationships
The students evaluate the relationships between the three phases that make up a partially saturated soil sample by means of direct measurement of volume, total weight, water content, and specific gravity calculations. The results of the tests are then used to solve a geotechnical engineering problem involving earthwork calculations.
5.1.3 Consistency Limits
The students determine the plastic limit, the liquid limit, and the plasticity index of clayey soil samples; the plasticity index value is used to have an idea of the swelling potential of the soil.
5.1.4 Mechanical Grain Size Distribution
The students perform the mechanical grain size distribution of a sandy sample and use the results to determine whether the sample is suitable for use as fine aggregate for a concrete mix (ASTM C-33).
5.1.5 Hydrometer Test
A hydrometer test is performed on a fine clayey soil sample in conjunction with a washed grain size distribution in order to determine the clay fraction of the sample. Consistency test results are provided to the students so they can combine with the test results to estimate the swelling potential of the soil sample.
5.1.6 Washed Grain Size Distribution
The students perform a washed grain size distribution of the same sample used for the consistency limits test.
5.1.7 Soil Classification
The results of the consistency and washed grain size distribution tests are combined to classify the fine soil sample as per the Unified and AASHTO systems.
5.1.8 Compaction Test
The maximum dry density and the optimum moisture content of a soil sample are determined by means of a Modified Proctor Test. The trend of the relationship between the water content and the dry density values is established by mixing the soil with a minimum of five different amounts of water.
5.1.9 Field Density
The field density of a sample retrieved from the PUPR campus is determined using the sand cone method; that value is used to determine the degree of compaction of the sample.
5.1.10 Falling Head Permeability Test
The hydraulic conductivity of a sandy sample is determined by means of a falling head test; the result is used to estimate the amount of seepage underneath a concrete dam. The effect of sample handling on void ratio and on the hydraulic conductivity value is discussed. An additional permeability test is conducted on a finer sample to demonstrate the significant (order of magnitude) reduction in hydraulic conductivity for fine soils. Figures 3 through 11 show the available equipment and the tests performed as part of this course.
Following is a description of the tests performed for this course:
5.1.1 Sub-soil Exploration and Sampling.
A drilling crew performs two boring by means of the Standard Penetration Test (SPT) at the beginning of the term; the retrieved samples are used for testing throughout the term.
5.1.2 Water Content and Soil Phase Relationships.
The students evaluate the relationships between the three phases that make up a partially saturated soil sample by means of direct measurement of volume, total weight, water content, and specific gravity calculations. The results of the tests are then used to solve a geotechnical engineering problem involving earthwork calculations.
5.1.3 Consistency Limits.
The students determine the plastic limit, the liquid limit, and the plasticity index of clayey soil samples; the plasticity index value is used to have an idea of the swelling potential of the soil.
5.1.4 Mechanical Grain Size Distribution.
The students perform the mechanical grain size distribution of a sandy sample and use the results to determine whether the sample is suitable for use as fine aggregate for a concrete mix (ASTM C-33).
5.1.5 Washed Grain Size Distribution.
The students perform a washed grain size distribution of the same sample used for the consistency limits test.
5.1.6 Soil Classification.
The results of the consistency and washed grain size distribution tests are combined to classify the fine soil sample as per the Unified and AASHTO systems.
5.1.7 Compaction Test.
The maximum dry density and the optimum moisture content of a soil sample are determined by means of a Modified Proctor Test. The trend of the relationship between the water content and the dry density values is established by mixing the soil with a minimum of five different amounts of water.
5.1.8 Field Density.
The field density of a sample retrieved from the PUPR campus is determined using the sand cone method; that value is used to determine the degree of compaction of the sample.
5.1.9 Falling Head Permeability Test.
The hydraulic conductivity of a sandy sample is determined by means of a falling head test; the result is used to estimate the amount of seepage underneath a concrete dam. The effect of sample handling on void ratio and on the hydraulic conductivity value is discussed. An additional permeability test is conducted on a finer sample to demonstrate the significant (order of magnitude) reduction in hydraulic conductivity for fine soils. Figures 3 through 10 show the available equipment and the tests performed as part of this course.
Figure 3 Soil sample retrieved by Standard Penetration Tests at PUPR campus
Figure 4 Water content determinations
Figure 5 Consistency limits
Figure 6 Mechanical grain size distributions
Figure 7 Hydrometer test
Figure 8 Washed grain size distributions
Figure 9 Modified Proctor test
Figure 10 Field dry density
Figure 11 Falling head permeameter
The following tests are performed as part of this course:
5.2.1 Sub-soil Exploration and Sample – Soil Profile
Soil samples are obtained at the PUPR campus by means of the Standard Penetration Test, (SPT) from two borings to a depth of between 16 and 20 feet, the cohesive nature of the soils allows for high sample recovery yielding good, non-fractured specimens. Each of the teams of this course is in charge of performing the following tests on one of the specimens: moist and dry unit weight, water content, consistency limits, and washed grain size distribution. The data is shared with the rest of the teams of the other sections after being reviewed by the instructors. The students prepare a 17 in by 11 in soil profile depicting the variation of the geotechnical properties of the soil with the results from all the teams.
5.2.2 Consolidation test
A saturated fine soil sample, retrieved using a thin wall (Shelby) tube, is subjected to increasing vertical overburden for five days; the teams collect and share the sample deformation data. An application problem is solved using the test results to estimate the amount and rate of consolidation settlement induced by an axial load on a rectangular footing.
5.2.3 Unconfined Compression Test
A cohesive soil sample obtained at the PUPR campus by means of the Standard Penetration Test (SPT) is subjected to unconfined compression in order to determine its consistency, its modulus of elasticity, and the value of Poisson’s ratio at the peak value. The test results are used to estimate the immediate/elastic settlement underneath a rigid concrete footing due to axial loading.
5.2.4 Direct Shear Test
A direct shear test is performed on a dry, cohesionless sandy soil sample in order to determine the value of its angle of internal friction, . The unit weight of the soil sample is determined using a cylindrical mold; the results are used to evaluate the overturning moment due to soil pressure on a gravity wall.
5.2.5 Triaxial Compression Test
A triaxial compression test under unconsolidated/undrained (UU) conditions is performed on cohesive soil samples in order to determine its cohesion and internal angle of friction values. The results are used to determine the factor of safety against sliding for a slope.
5.2.6 CBR Test
The California Bearing Ratio (CBR) test is a penetration test in an unsoaked sample condition using the same sample of compaction test to provide the student with the optimum moisture content and proctor dry density already tested. This is to evaluate the ratio of force per unit area for design the subgrade strength of roads and pavements. The results are used to determine the thickness of pavement and its component layers. Figures 12 through 22 depict the available equipment and the tests performed as part of this course.
Figure 12 Unconfined compression test on sample retrieved by STP
Figure 13 Determination of sample dimensions
Figure 14 Soil grinder for subsoil evaluation
Figure 15 Reading of consolidation sample deformation
Figure 16 Sample at the end of the consolidation test
Figure 17 Unconfined compression test apparatus
Figure 18 Direct shear test apparatus
Figure 19 Preparation of soil sample for direct shear test
Figure 20 Triaxial compression test apparatus
Figure 21 Triaxial compression test equipment with automatic data acquisition system
Figure 22 CBR test equipment with automatic data acquisition system
All the major equipment of the laboratory is periodically maintained by the staff and calibrated by external resources. The major equipment includes two triaxial test apparatus, two direct shear apparatus, two unconfined compression machine, three ovens, and two consolidation test stations.
The developing of any structural analysis and design process requires a clear understanding of the structural behavior, and the hypothesis and limitations of the analytical models adopted for such tasks. The Structural Engineering Laboratory provides students the opportunity to perform laboratory tests over structural models and elements that help them visualize the structural behavior and validate the theoretical response presented in the corresponding courses. The Structural Engineering Laboratory is prepared to support and complement undergraduate and graduate courses of Civil Engineering, such as Statics, Mechanics of Materials, Structural Analysis, Structural Steel Design, Structural Concrete Design, Masonry Design, Introduction to Civil Engineering, among others. The Structural Engineering Laboratory also allows students to perform undergraduate and graduate research projects related to structural and member behavior, and to structural damages evaluation, and gives support to some extracurricular activities, such as the competitions organized by the student chapters of professional societies (i.e. the American Concrete Institute and the American Society of Civil Engineers).
The Structural Engineering Laboratory course (CE 3121) of the Civil Engineering Program is taught by one full-time faculty member with the assistance of one technician, (see Table 1). Table 1 Laboratory Staff
| Resource | Employment status |
| Balhan Alsaadi, PhD | PhD Professor, CE 3121 |
| Salvador Montilla, MECE | Laboratory Assistant |
Other Structural Engineering Faculty members use the laboratory either to develop special laboratory experiences to complement/enhance their theoretical courses, or to support the research activities of their supervised students. The qualifications and relevant background data of the staff are shown in the following table:
The laboratory facilities are located in room L-104 within an area of 35 by 50 feet, adjacent to the Geotechnical Engineering Laboratory, and connected to the Construction Materials Laboratory. The room houses the laboratory equipment (described in section 4) and has one large closet compartment to store supplementary equipment, and two small closet compartments to store several of the most sensitive testing equipment.
This section presents images of the equipment available at the Structural Engineering Laboratory, and a brief description of some of their uses. Figure 1 shows a test frame (manufacturer: Hi-Tech; model: Magnus) with two hydraulic jacks with capacity of 50 KN (11.5 kips) each. This frame may be used to show the behavior of simple structures such as trusses (as shown in Figure 2), beams, small frames, etc. This equipment is frequently used in several undergraduate courses, such as the Construction Materials Laboratory, the Mechanics of Materials courses, the Structural Analysis courses, the Capstone Design courses. Undergraduate and graduate students also use this device to perform their research projects, performing strength analysis and behavior of small non-scaled elements, as depicted in Figures 3 to 8. This test frame is complemented with a data acquisition system (DAS), with the corresponding electronic sensors for load, strain, deflection and temperature. Other mechanical sensors are also available, such as dial gauges of 1”, 2”, and 3” of displacement, and two load rings with capacity of 10 Kips.
Figure 1 Test Frame and Hydraulic Jacks
Figure 2 Truss Instrumented with Dial Gauges and Strain Gauges and DAS
Figure 3 Testing of a Reinforced Concrete Beam
Figure 4 Testing of a Reinforced Concrete T-Beam
Figure 5 Testing of a Reinforced Masonry Beam
Figure 6 Testing of a Steel Beam Instrumented with Dial Gages, Strain Gages and a DAS
Figure 7 Testing of a Wood Specimen
Figure 8 Testing of a Fiber-Reinforced Wood Specimen
The laboratory has also four (4) small testing frames that allow performing load tests over small-scaled structures; these experiences may be used to support the theory of structural lectures with experiments. In these structures the student can corroborate the theory, and visualize the structural behavior emphasized in the corresponding course. Figure 9 shows the analysis of a continuous steel beam, and Figure 10 the analysis of a portal steel frame. In both examples the deflected shape with the inflection points can be appreciated. The corresponding vertical displacements and joint rotations in the beam, or the horizontal drift in the frame, are measured and compared to the results from the theoretical analysis.
Figure 9 Testing Frame with Continuous Beam
Figure 10 Testing Frame with Portal Frame
The laboratory has also a device for the analysis of a two-way slab. Senior and graduate students use this equipment to analyze the behavior of a two-way under punctual loads, measuring its deflection and changing the support (boundary) conditions and the load pattern. The experimental results are compared with the results of a computerized analysis by means of the Finite Element Method (i.e. using SAP2000 or Visual Analysis programs). Figure 11 shows this equipment and its instrumentation.
Figure 11 Two-way Slab Testing Device
The Laboratory is also equipped with small scale models, fully instrumented, of typical structures such as trusses (Figure 12) and arches (Figure 13). These models are mounted within a test frame (shared with the Mechanics of Materials Laboratory) that has a DAS to receive the input from the electronic transducers and is connected to a PC that receives the data from the DAS.
Figure 12 Fully Instrumented Small-Scale Truss
Figure 13 Fully Instrumented Small-Scale Arch (Source: TQ Education and Training)
The laboratory has equipment to perform special studies on structures, structural elements, and member materials, such as the concrete moisture meter (used to measure moisture content in concrete floors and screeds without drilling) shown in Figure 14, and the ultrasonic tester (used to determine the uniformity and quality of concrete and presence of defects, cracks and voids, modulus of elasticity and concrete strength) shown in Figure 15, and Elcometer 331 Concrete Covermeter is a handheld Covermeter for fast and accurate location, orientation and measurement of concrete reinforcement bars (high tensile steel or stainless steel) shown in Figure 16, and The Resonance Tester [RT-1] system is typically used to measure the dynamic Young’s modulus (E), shear modulus (G) and Poisson’s ratio (ν) of asphalt, concrete, rock, masonry, carbon and other cylinder, beam, and core-shaped specimens shown in Figure 17 Figure 18 shows examples of the support mechanical and carpenter equipment that is available in the lab.
Figure 14 Concrete Moisture Meter
Figure 15 Ultrasonic Tester
Figure 16 Elcometer 331 Half-Call Probe Tester
Figure 17 Resonant Frequency Test
Figure 18 Carpenter and Mechanical Tools
The following figures show the use of the laboratory for extracurricular projects (such as the design of a concrete canoe, Figure 19), and special class projects, such as the student proposal and development of devices that shows a particular structural behavior (portal frame, Figure 20) or concept (modal shapes and periods of vibration of multiple degree of freedom systems, Figure 21).
Figure 19 Use of Laboratory for an Extracurricular Activity – Concrete Canoe
Figure 20 Student Developed Device to Show Portal Frame Behavior
Figure 21 Student Developed Device to Show Vibration Modes and Natural Periods of a Two DOF System
The following list summarizes the tests that are conducted during the CE 3121 laboratory course.
The following images present the equipment used for the laboratory experiences. The Instron Hydraulic Universal Testing Machine (Figure 22), located in the Construction Materials Laboratory, is used to perform a tension test over calibrated specimens, in order to obtain the material modulus of elasticity.
Figure 22 Tension Test Machine
Figure 23 presents the equipment used to perform the electronic measurement of strains on cantilever elements subjected to bending and torsional loads (manufacturer: Hi-Tech Scientific).
Figure 23 Electronic Measurement of Strains
Figures 24 to 32 present schematics of the workstation used for all the remaining tests (manufacturer: TQ Education and Training). It consists of a testing frame (where the specimens are mounted), a data acquisition system (DAS) that collects the measurements in an electronic way, and a PC to display the DAS input in real time. Students also perform measures using manual instruments (dial gages, calibrated weights, calipers, among others).
Figure 24 Structures Test frame
(Source: TQ Education and Training)
Figure 25 Digital Force Display
(Source: TQ Education and Training)
Figure 26 PC and DAS
(Source: TQ Education and Training)
Figures 27 to 30 presents the actual workstation with the equipment mounted to perform several tests, as described by each picture caption.
Figure 27 Deflection of Beams Equipment
Figure 28 Buckling of Columns Equipment
Figure 29 Torsion of Circular Bars Equipment
Figure 30 Shear Force Diagram Equipment
Figure 31 Bending Moment Diagram Equipment
Figure 32 Shear Center Equipment
Bernardo Deschapelles Duque was born in 1929 in Habana, Cuba. In the Universidad de La Habana he completed a Bachelor of Science in Chemical Engineering in 1952 and a Bachelor of Science in Civil Engineering in 1954. He obtained a Master of Science in Civil Engineering in 1981 from the California Western University and a PhD in Civil Engineering in 1983 from the California Coast University. He held various professional and academic positions in Puerto Rico and the Dominican Republic. Dr. Deschapelles was a professor of the Department of Civil Engineering of PUPR for over 38 years. He offered graduate courses and technical seminars in the Dominican Republic, Venezuela and Puerto Rico. He was author of various technical papers and discussions in journals from the ASCE and ACI. He also wrote several computer programs based on the Finite Element Method for the analysis of structures and soils, including soil-structure interaction. These programs have been available for the use by engineering and students. Dr. Deschapelles was co-founder of the Pan-American Academy of Engineers in 2000 in Panama City. He was also the first person to be named Honorary Member of the Dominican Society of Engineers and Architects. He was a Fellow member of the ASCE, a Honorary Member of the ACI, President of Earthquake Committee of the College of Engineers and Surveyors of Puerto Rico and Distinguished Professor of the School of Engineering of the Polytechnic University of Puerto Rico. After a long and distinguished professional career, Dr. Deschapelles passed away on October 2018. On March 10, 2019, the Structural Engineering Laboratory was renamed after Dr. Deschapelles.
The Highway and Transportation Engineering Laboratory is focused in data collection techniques and use of equipment, computer software has associated with different types of transportation studies in which application of statistics and probability to analyze, interpret, manage, and present transportation data is required. It supports the courses CE 3320 (Highway Engineering), CE 3330 (Transportation Engineering and Urban Planning), and CE 3331 (Highway and Transportation Engineering Laboratory).
Table 1 Laboratory Staff
| Resource | Employment Status |
| Ginger Rossy, MSCE, EIT | Assistant Professor, CE 3331 |
| Ileana Meléndez, BSCE, MEM | Laboratory Assistant |
The laboratory facilities are currently located in room L-411. that houses 20-computer workstation and 1 computer for the professor. The laboratory is expected to move sometime during this year to room P-202.
Figure 1 North – East Side of laboratory
Figure 2 South-West of laboratory
The classes meet for two hours twice a week; safety and field test procedure briefs are followed by a presentation of the test. The students are provided with the required software to perform the data analysis of the respective tests. The following topics are covered as part of the laboratory course:
a. Volume Studies:
b. Intersection Counts:
c. Intersection Delay and Saturation Flow Measurement:
d. Arrivals and Departures:
e. Traffic Control Devices
f. Transportation Planning Data:
g. Parking Studies
The Laboratory is equipped with the following items:
The staff periodically maintain all the major equipment of the lab.
Figure 3 Traffic Tally Counter
Figure 4 Automatic Traffic Counter
(Source: Jamar Technologies)
Figure 5 Installation Tools
Figure 6 Installation of road tube
Table 2 lists the software available at the Transportation and Highway Engineering Laboratory.
Table 2 Software
| General Programs | Quantity | Company |
|---|---|---|
| Microsoft Windows 10 | Site License | Microsoft |
| Autocad 2016 | Site License | Autodesk |
| Microsoft Office 2016 | Site License | Microsoft |
| Highway and Transportation Programs | Quantity | Company |
| HCS 2010 | 23 | McTrans |
| Sidra | 23 | Sidra Solutions |
The Environmental Engineering laboratory courses were designed to develop in the students the skills included in the programs objectives, which require the application of modern technologies and criteria throughout the planning and design processes of environmental systems.
For the Environmental Engineering Program, the Environmental Engineering Laboratory sequence is composed of two courses, Environmental Engineering Laboratory I (ENVE 4511) and Environmental Engineering Laboratory II (ENVE 4513). In the Civil Engineering Program, students take the course Environmental Engineering Laboratory (CE 4441).
The objectives of the ENVE 4511 course are:
The objectives of the ENVE 4513 course are:
The objectives of the CE 4441 course are:
The maximum enrollment allowed for laboratory courses is 16 students.
The Environmental Engineering Laboratory courses are taught by one faculty member which is assisted by a full-time laboratory assistant. The laboratory assistant is usually assisted by a work-study undergraduate student. Background information on the current staff is presented in Table 1.
Table 1 Environmental Engineering Laboratory Staff
| Resource | Employment Status |
|---|---|
| Roger Malaver, PhD | Associate Professor |
| Angel Noriega, MEM and BSChE | Laboratory Assistant |
The facilities provided for the Environmental Engineering Laboratory courses are located in room L-103. The room is 27 feet wide and 34 feet long, with a separate office (180 square feet) for the laboratory assistant that is equipped with a computer, a printer and closets to store books and documents. Two working tables with drawers and cabinets are available for student work, plus three long counters where equipment and instruments are placed (Figure 1). The room is in compliance with fire protection, as well as with safety and health requirements (Figure 2). A list of the main equipment and instruments available is presented in section 7, together with illustrative photographs.
Figure 1 Environmental Engineering Laboratory Facilities
Figure 2 Safety Devices at the Environmental Engineering Laboratory Facilities
The laboratory courses are taught in two weekly sections of two hours, which include lectures and hands-on activities. Procedures and methods for the routines performed are provided in the form of manuals and handouts. All measurements and experiments performed by the students use methods, equipment and instruments which are accepted by regulatory agencies and used in the environmental field practice. Orientation is also provided on report structure and content.
Wastewater samples are obtained from the Caguas WWTP, as a courtesy of the Puerto Rico Aqueduct and Sewerage Authority. Potable water samples are collected from tap. Soil samples are typical of Puerto Rico, and are previously ground, screened and dried. Chemicals used are all reagent grade. The laboratory is equipped with water distillation and deionization units. A description of the measurements and experiments performed by the students in each class is presented below.
5.1.1. Meteorological Factors
In this exercise students collect data from the meteorological station available in the roof of the building, interpret it and report on findings and conclusions related to precipitation and evaporation, wind speed and direction, and atmospheric temperature.
5.1.2. Color, Turbidity, and Temperature
Measurements are performed on water samples for temperature, color and turbidity. The relevance of each different physical characteristic on water quality is discussed, and the difference between apparent and actual color is experimentally determined.
5.1.3. Solids
Measurements are conducted for total, suspended, and dissolved solids, using gravimetric analysis. The Inhoff cone is used to measure settleable solids. The relevance of these parameters on water quality is discussed, as well as the origin of each different type of solid constituent.
5.1.4. pH, Alkalinity, and Hardness
Measurements are conducted for pH, using standard pH meters. Topics discussed include the definition of pH, the physical characteristics of water that affect its value, and the importance of using well calibrated instruments. Measurements conducted for water alkalinity use titration with sulfuric acid aided by pH indicators. Topics discussed include the definition of alkalinity, the constituents in water that cause alkalinity, and its relevance for water treatment and water quality. Measurements are also conducted for hardness in water, using a titration method. Topics discussed include the definition of hardness, the typical species in water that constitute hardness, and the relevance of hardness for water treatment and water quality.
5.1.5. Jar Test
The Jar test procedure is performed for a raw water sample, to detect optimum coagulant and alkalinity requirements for optimum coagulation, flocculation and settling of the respective raw water. The routine includes adequate design, performance and interpretation of the test and the results obtained. The procedure also allows the calculation of design overflow rates for the settling tanks.
5.1.6. Chlorine and Conductivity
Electric conductivity of water samples is measured using conductivity meters. The relationship of electric conductivity in water and its dissolved solids content is discussed. Measurements for total and free chlorine in water samples are performed in the same laboratory session, using colorimetric methods. The concepts of chlorine demand, dose, and residual are discussed.
5.1.7. Dissolved Oxygen
Measurement of dissolved oxygen content in water samples are performed using a colorimetric method. Emphasis is placed on the need for proper sampling procedure to be adopted in the field to assure representative measurements. The importance of oxygen in water bodies is discussed.
5.1.8. Chemical Oxygen Demand (COD) and Biological Oxygen Demand (BOD)
COD is measured for wastewater samples, using a colorimetric measurement of chemically oxidized samples. The concept of COD is discussed, as well as the water constituents that may potentially contribute to COD. BOD is measured for wastewater samples using a respirometric procedure, which incubates samples at 20oC. The concepts of BOD and BOD5 are discussed, as well as the water constituents that may potentially contribute to BOD. The difference between COD and BOD is well established.
5.1.9. Microbiological Characteristics of Water
Measurements are conducted to determine the microbiological characteristics of both potable water and wastewater. The Presence/Absence measurement is performed on tap water samples to detect the presence of coliform species, which would render the water not potable. The measurement of the most probable number (MPN) of microorganism colonies in wastewater samples is also performed. This measurement is required to determine WWTP effluent compliance with NPDES discharge permits.
5.2.1. Solid Waste measurements: Characterization and physical properties
Solid waste samples are collected by the students and characterized in a two-session module. The sample is first characterized with respect to the fraction of each type of waste present, both organic and inorganic nature. Ana apparent density is then measured for each fraction, to determine the space occupied by each fraction relative to each other. Measurements are then performed for moisture content, dry mass and ash content for food waste and paper samples.
5.2.2. Wastewater measurements: Chemical Methods and Atomic Absorption
Measurements are conducted on water samples for the detection of metals and ions in a two-session module. The first module uses wet chemistry methods combined with spectophotometric detection. The second method uses atomic absorption, with special emphasis on the development of calibration curves.
5.2.3. Measurement of Ambient Air Particulates
Air particulates in air are measured using membrane filtration coupled with gravimetric determination. This routine is useful for characterization of both ambient and atmospheric air samples.
5.2.4. Measurement of soil physicochemical properties: Organic matter content and pH
Two physicochemical properties of a typical soil from Puerto Rico are measured in these two modules. First, the organic matter content of the soil is measured by incineration combined with gravimetric measurements. Then, the pH of the soil sample is measured by the mass titration method.
5.2.5. Adsorption Experiment
The adsorption isotherm of an organic compound on activated carbon is measured using the bottle-point method. Students prepare the reactors and place them on rotators for equilibrium. Liquid phase concentrations are measured by UV spectrophotometry. Solid phase concentrations are obtained by mass balances. Emphasis is given to determination of calibration curves. The isotherm data is fitted to adsorption models using linearization methods and regression analysis. Due to its length, this experimental procedure takes two sessions of two hours each, plus one session for discussion of theory and methods for data analysis.
5.2.6. Microbial Characteristics of Water
The heterotrophic Plate Count (HPC) is measured for a wastewater sample, using filtration, followed by plate growth and microscopic reading.
5.2.7. Chromatography
Volatile organic compounds are measured in water samples by Gas Chromatography (GC) with flame ionization detection (FID) and Non-volatile organic compounds are measured by High Performance Liquid Chromatography (HPLC) with UV detection.
5.2.8. Head Loss Through Porous Media
To develop pressure drop profiles (hL vs. filter depth) for different filtration velocities (vf). To model the pressure drop through the column as a function of filtration velocity.
Collect all the data using the excel program and present a graph containing the profiles for head loss as a function of filter depth having filtration velocity as a parameter; and finally calculate the constant for the hydraulic model (k1 and k2).
The basic instruments for evaluation of both laboratory courses are exam and experimental reports. The exams evaluate the knowledge of the students on background information in the subjects composing the course, on experimental procedures and methods, and o calculations and models used. The reports include presentation of background information, methods and materials, examples of calculations, statistical and error analysis, and presentation and discussion of results. Report presentation is also evaluated. Photographs of students working during laboratory sessions are presented in Figure 3.
Figure 3 Students Performing Laboratory Work
To the extent possible, maintenance and calibration of equipment and instrumentation is performed by laboratory assisting personnel. When required, supplier representatives are called in for maintenance or calibration.
Figures 4 to 14 show the main equipment and instrumentation used at the environmental engineering laboratory.
Figure 4 Meteorological Station
Figure 5 pH Meter, Turbidimeter, Conductivity Meter, Spectrophotometer, Centrifuge, and Air Pump
Figure 6 Filtration Unit and Balances
Figure 7 Microscopes, Respirometer (BOD), Digestion Unit (COD), Incubator (PA/MPN)
Figure 8 Oven and Furnace
Figure 9 Jar Test System
Figure 10 Atomic Absorption and UV/Vis Spectrophotometer
Figure 11 Liquid Chromatography and Gas Chromatograph
Figure 12 Filtration Column and Air Monitors
Figure 13 BOD Apparatus
Figure 14 Soxhlet Extractor Equipment
The Engineering Simulations and Land Surveying Laboratory is located at room P-201 and is divided in three areas:
Figure 1 Computer Laboratory Area
The computer laboratory area has a ceiling-mounted computer projector that is used for lecture instruction, software applications and student presentations. All computers have internet access and are networked to the other computing laboratories of the Civil & Environmental Engineering and Land Surveying (CEELS) Department.
The laboratory has three principal uses:
Each academic term, several professors of the Department teach their courses in the Laboratory to use the computer facilities. The students of the Civil Engineering Program use this laboratory to take the CEE 2311 – Algorithms, Programming and Numerical Analysis Laboratory course. The land surveying equipment stored in the warehouse area is used for the SURV 2095 – Principles of Surveying for Engineers Laboratory
The Laboratory is open Mondays through Thursdays from 1:00 PM to 8:00 PM and Fridays from 1:00 PM to 3:00 PM.
Table 1 summarizes the personnel that teach or assist at the Engineering Simulations and Land Surveying Laboratory.
Table 1 Laboratory staff
| Resource | Employment Status |
|---|---|
| Marcos Colón | Assistant Professor, Land Surveying courses |
| Gustavo Pacheco, PhD | Professor, CEE 2311 |
| Victor Romero, MSEM | Associate Professor, Land Surveying courses |
| Ileana Meléndez, MEM, BSCE | Laboratory Assistant |
Tables 2, 3 and 4 summarize the main equipment and software currently available at the Engineering Simulations and Land Surveying Laboratory.
| Table 2 Basic Hardware available in the Engineering Simulation and Land Surveying Laboratory | ||
|---|---|---|
| Equipment | Quantity | Model |
| Desktop Computers | 20 | DELL Precision T5500 |
| Desktop Computers | 1 | Dell Optiplex 780 |
| Printer | 1 | Xerox Phaser 7100 |
| Plotter | 1 | OCE CS236 |
| Projector | 1 | Panasonic LB75NT XGA |
| Table 3 Software available in the Engineering Simulations and land Surveying Laboratory | ||
|---|---|---|
| General Programs | Quantity | Company |
| Microsoft Windows 10 | Site License | Microsoft |
| Microsoft Office 2016 | Site License | Microsoft |
| Auto CAD 2019 | Site License | Auto Desk |
| Sketchup 2018 | 30 | Sketchup |
| Avast Antivirus | Avast | |
| Water Resources Eng. Programs | Quantity | Company |
| HEC-1 | Unlimited | U.S Corps of Engineers |
| HEC-2 | Unlimited | U.S. Corps of Engineers |
| HEC-RAS | Unlimited | U.S. Corps of Engineers |
| Land Surveying | Quantity | Company |
| ArCMap | 30 | EsRI |
| Structural Engineering Programs | Quantity | Company |
| ETABS | 30 | CSI |
| SAP2000 | 30 | CSI |
| Visual Analysis | Site License | IES, Educational |
| MD Solids | Site License | Educational |
| Geotechnical Engineering Programs | Quantity | Company |
| Apile, LPile, Shaft | 1 (10 users) | Ensoft |
| Plaxis V8 | 1 (10 users) | Plaxis |
| Geostudio 2004 | 1 | Geostudio |
| Construction Engineering Programs | Quantity | Company |
| Primavera | Site License | ORACLE |
| MS Project | Site License | Microsoft |
| CYPE | 30 | Cype Ingenieros S.A. |
Table 4 Land Surveying Laboratory Instruments
| Instrument Type | Instrument Description Type and its Software | Quantity |
|---|---|---|
| GPS | TOPCON GR-3, RTK Base and Rover | 1 |
| GPS | ALTUS ,RTK Base and Rover | 1 |
| GPS | TRIMBLE 4600LS Static Antenna | 3 |
| GPS | Hand GPS TOPCON GMS-2 with Top Surv soft (1 unit) and Top Pad Soft and ArcPad 7.1 (3 units) | 4 |
| GPS DATA | Hand Data Collector for GPS, ARCHER FIELD PC | 2 |
| DC | Data Collector TDS RECON | 5 |
| DC | Data Collector TDS NOMAD | 4 |
| TS | Total Station GoWin TOPCON TKS-202 | 2 |
| TS | Total Station LEICA TC- 407 | 4 |
| TS | Total Station TOPCON GTS 239W | 4 |
| TS | Total Station TOPCON GPT 2009 | 2 |
| TS | Total Station TOPCON GTS-213 | 2 |
| TS | Total Station SOUTH | 3 |
| DL | Digital Level 200 SERIES | 2 |
| DL | TOPCON Digital Level DL-102C | 3 |
| DL Pipe | David White Pipe Digital Level | 3 |
| DL RL | TOPCON Rotating Level RL-H3C | 3 |
| L | Auto Level TOP-JR AT-24A | 8 |
| L | Automatic Level TOPCON AT-G6 | 13 |
Figures 2 and 3 illustrate the laboratory laser printer and the inkjet plotter, where the students can print their computer documents and schoolworks using the institution Equitrac System.
Figure 2 Engineering Simulations and Land Surveying Laboratory Printer System
Figure 3 Engineering Simulations and Land Surveying Plotter
Every academic term the laboratory assistant checks the software for updates and license renewal and checks the status of the computers, printer and plotter to verify if they need maintenance or repair. Every summer the laboratory assistant checks to verify if the land surveying equipment needs calibration.
The Geographic Information Systems (GIS) and Cartography Laboratory serves as classroom and computer room with GIS specialized software. Its located at the Pavilions Building, room P-203. The laboratory has sixteen (16) seating capacity (Figure 1) with a high-quality scanner (Figure 2). The laboratory also has a ceiling-mounted computer projector that is used for lecture instruction, software applications and student presentations. All computers have internet access and are networked to the other computing laboratories of the Civil & Environmental Engineering and Land Surveying (CEELS) Department.
Figure 1 GIS Laboratory
Figure 2 Laboratory Scanner
Each academic term, several professors of the Department teach their courses in the Laboratory to use the computer facilities. The students of the Civil Engineering Program use this laboratory for some meetings of the CEE 3410 – Water Resources and Hydraulic Engineering course. They also use the GIS software in the laboratory for some course projects.
The Laboratory is open Mondays through Thursdays from 1:00 PM to 8:00 PM and Fridays from 1:00 PM to 3:00 PM.
Table 1 summarizes the personnel that teach or assist at the GIS and Cartography Laboratory.
Table 1 Laboratory Staff
| Resource | Employment Status |
|---|---|
| Raúl Matos, PhD | Associate Professor, GIS and Cartography courses |
| Christian Villalta, PhD | Associate Professor, CEE 3410 |
| Ileana Meléndez, MEM, BSCE | Laboratory Assistant |
Tables 2 and 3 illustrate the main equipment and software currently available at the Geographic Information Systems and Cartography Laboratory.
| Table 2: Basic hardware available at Geographic Information Systems Laboratory | ||
|---|---|---|
| Equipment | Quantity | Model |
| Desktop Computers | 16 | DELL Precision T3500 |
| Desktop Computers | 1 | Dell Precision T7600 |
| Scanner | 1 | EPSON GT-20000 |
| Plotter | 1 | HP Designjet 510 |
| Projector | 1 | Panasonic LB75NT XGA |
| Table 3 Basic Software available at the GIS and Cartography Laboratory | ||
|---|---|---|
| General Programs | Quantity | Company |
| Microsoft Windows 10 | Site License | Microsoft |
| Microsoft Office 2016 | Site License | Microsoft |
| Microsoft Visio 2016 | Site License | Microsoft |
| Microsoft Project 2016 | Site License | Microsoft |
| Map 3D 2014 | Site License | Auto Desk |
| Google Earth | Site License | |
| Specialized Programs | Quantity | Company |
| ArcGIS for Desktop 10.7.1 | 17 | ESRI |
| 3D Analyst | 17 | ESRI |
| Geostatistical Analyst | 17 | ESRI |
| Spatial Analyst | 17 | ESRI |
| QGIS 2.14.0 | GNU General Public License | QGIS |
| Geomedia Professional 2015 | 15 | Hexagon Geospatial |
| APOLLO Essentials 2015 | 1 | Hexagon Geospatial |
| WinTopo | Freeware | SoftSoft Ltd |
| Corpscon | Freeware | U.S Corps of Engineers |
| ILWIS | GNU General Public License | 52°North |
| GeoDa | GNU General Public License | GeoDa Center |
| PostgreSQL | GNU General Public License | PostgreSQL Global Development Group |
Every academic term the laboratory assistant checks the software for updates and license renewal and checks the status of the computers, printer and plotter to verify if they need maintenance or repair.
The Remote Sensing and Photogrammetry Laboratory serves as classroom and computer room with Remote Sensing and Photogrammetry specialized software. It is located at the Pavilions Building, Room P-204. The laboratory has seats for fifteen (15) students with the corresponding computers (Figure 1). The laboratory also has a ceiling-mounted computer projector that is used for lecture instruction, software applications and student presentations. All computers have internet access and are networked to the other computing laboratories of the Department of Civil & Environmental Engineering and Land Surveying.
Figure 1 Remote Sensing and Photogrammetry Laboratory
The Land Surveying and Mapping students take several courses in this laboratory, including the Elements of Photogrammetry course.
The Laboratory is open Mondays through Thursdays from 12:00 m to 6:30 PM and Fridays from 12:00 m to 3:00 PM.
Tables 1 and 2 illustrate the main equipment and software currently available at the Remote Sensing and Photogrammetry Laboratory.
| Table 1: Basic hardware available at Remote Sensing and Photogrammetry Laboratory | ||
|---|---|---|
| Equipment | Quantity | Model |
| Desktop Computers | 15 | DELL Precision T3600 |
| Desktop Computers | 1 | Dell Precision T7600 |
| Projector | 1 | Panasonic LB75NT XGA |
| Table 2: Basic Software available at Remote Sensing and Photogrammetry Laboratory | ||
|---|---|---|
| General Programs | Quantity | Company |
| Microsoft Windows 10 | Site License | Microsoft |
| Microsoft Office 2016 | Site License | Microsoft |
| Microsoft Visio 2016 | Site License | Microsoft |
| Microsoft Project 2016 | Site License | Microsoft |
| Auto CAD 2019 | Site License | Auto Desk |
| Google Earth | ||
| Specialized Programs | Quantity | Company |
| Carlson 2014 | 9 | Carlson Software, Inc. |
| Geomatica 2014 | 16 | PCI Geomatics |
| QGIS 2.14.0 | GNU General Public License | QGIS |
| ERDAS IMAGINE 2015 | 14 | Hexagon Geospatial |
| Corpscon | Freeware | U.S. Corps of Engineers |
Every academic term the software are revised for updates and license renewal, and every three years the laboratory computers are updated to the latest in the market, as per laboratory necessity. This is one way to guarantee that our students are receiving, in a reasonable time intervals, the state of the art in computer technologies.
