Abstract

Goal and scope of study

The goal of this study was to update the life-cycle assessment (LCA) data for the production of glulam timbers produced in the PNW and SE regions of the United States. This study was designed to replicate the model used in the previous glulam LCA study, which was based on 2000 data (Puettmann and Wilson 2004, 2005). The two glulam LCA studies conducted by Puettmann and Wilson looked at the gate-to-gate life cycle of glulam beams, whereas this study expanded the system boundary to include the LCI of the lamstock, thereby creating a more comprehensive cradle-to-gate LCA assessment for glulam beams. The study followed the protocols recommended within the ISO 14040 and 14044 standards for conducting LCAs (International Organization for Standardization [ISO] 2006a, 2006b).

The scope of this work includes the life-cycle analyses of glulam from the PNW and SE regions of the United States from cradle (seedling) to gate (packaged product ready for shipment). Forest management and harvest data were taken from previous work conducted by Puettmann et al. (2013a, 2013b). Lumber manufacturing data for the lamstock were obtained from the recent LCI update of PNW and SE lumber manufacturers (Milota 2015a, 2015b). The glulam manufacturing data were obtained by surveying manufacturers in both regions and followed the Consortium for Research on Renewable Industrial Materials (CORRIM) protocols for performing an LCI of wood products (Puettmann et al. 2014).

System boundaries

When collecting data for an LCI, the system boundaries are defined, and the inputs and outputs into each system process are shown by the material flows within the production system (Fig. 1). Inputs and outputs for the different production stages (forest resources, lamstock manufacturing, and glulam manufacturing) are measured separately because each production stage is usually performed by a different organization. The forest resources system boundary is considered the extraction module (A₁) for the main raw material input (logs). This includes forest regeneration and stand management operations. Seedlings and the fertilizer and electricity required to grow them were specified inputs to the system boundary. Excluded from the extraction module are the maintenance and repair of equipment and the building and maintenance of logging roads, logging camps, and weigh stations. The transportation modules (A₂) are the intermediary process between material outputs from one phase to the inputs of the next. The transportation of logs from the woods to the lumber mill and lamstock from the lumber mill to the glulam manufacturing facility are accounted for in the transportation module (A₂) (Fig. 1). Lamstock and glulam manufacturing are considered production modules (A₃) that include all the lamstock (Milota 2015a, 2015b) and glulam manufacturing processes. Some of the on-site energy generation for the lamstock gets utilized in the lumber drying process (Fig. 1). The glulam manufacturing process was modeled using a single unallocated unit process. Energy inputs for each individual process for glulam manufacturing were not measured separately owing to technology constraints of the manufacturers. The glulam process finishes at the packaging stage prior to shipment. Outputs to the entire system boundary include 1 m³ of glulam wrapped and ready to be shipped as well as the accompanying air and water emissions, solid waste and coproducts, and waste generated from all three modules. The coproducts are no longer tracked once they leave the system boundary.

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Forest resource operations

The forestry operations section of the LCI model includes the growing of seedlings, site preparation, planting, fertilization, and final harvest, which varies for each region (Johnson et al. 2005). Assumptions about management activities were based on three levels of management intensity (low, medium, and high) in the PNW and SE with the total yield (log volume per hectare) being 501 m³ in the PNW and 236 m³ in the SE (Puettmann et al. 2013a, 2013b). These values were used to carry forward environmental burdens of reforestation on a per-cubic-meter basis. Most of the harvested volume comes from forest operations on private lands where investment in timber is the precursor to harvest. All raw materials (logs) taken from forests were from plantations in these two regions. Natural forest stands were not considered for this study. Harvested lands are reforested for the next crop cycle with the sequence of treatments from planting to harvest averaging 45 years in the PNW and 27 years in the SE (US Department of Agriculture Forest Service 2000; J. Mills, personal communication, 2001). Harvesting includes felling, skidding, processing, and loading the logs obtained from both commercial thinning and timber harvest operations. Inputs to the forest resources management LCI include seeds, the electricity used during greenhouse operations, the fertilizer used during seedling production and forest stand growth, and the fuel and lubricants needed to power and maintain the equipment used for site preparation, fertilization, and harvest operations. The primary output for this stage of the analysis is a log destined for the sawmill. The slash remaining (tips and limbs) was piled, and the fuel consumption for that activity is part of the regeneration stage (Oneil and Puettmann 2017). The fate of the slash piles is outside the scope of this study. Primary transportation consists of hauling the logs from the woods to a sawmill, and this transport is included in the LCI for the primary manufacturing facility (A₂) (Fig. 1). Forest operations LCI data were derived from previous studies as inputs into the lamstock manufacturing stages (Johnson et al. 2005; Puettmann et al. 2013a, 2013b).

Lamstock manufacturing

After transportation from the forest, the logs are unloaded, scaled to measure volume, and stored in log decks on the sawmill site before being transported to the sawmill. Water is sprayed on the logs to prevent them from drying out and developing blue stain (Milota 2015a, 2015b). Inputs typically include some combination of gasoline, diesel, and electricity. The outputs from this process are logs that have not been debarked. Forklifts and/or lift trucks transport the sawlogs to the debarker to begin the lamstock production process. Lamstock production is similar to lumber production in both regions (Milota 2015a, 2015b). It starts at the front end of the sawmill and includes debarking the logs, sawing the logs into green lamstock, chipping the residuals from the logs for use as coproducts (fuel for an on-site boiler, etc.), sorting the green lamstock into size and quality classes, and stacking the graded green lamstock for kiln drying. The lamstock is transported unplaned (rough) either green (greater than 19% moisture content) or kiln dried to the glulam production facility. Inputs in this module include logs with their bark, electricity, and potentially on-site power and steam generation from a boiler. Outputs from this module include green lamstock, green sawdust, green chips, bark, and green fuel wood (Milota 2015a, 2015b).

Green lamstock must be kiln dried to a moisture content of approximately 16 percent or less to minimize any additional dimensional changes before it can be used to manufacture glulam. Lamstock that exceeds the moisture content limit is redried; otherwise, the different layers of the glulam beam will not properly adhere to each other in the final glulam beam. Visual grading of the lamstock looks for any apparent flaws in the lamstock, while machine e-rated lamstock is graded by both its stiffness and its visual characteristics (American Institute of Timber Construction 1983, Western Wood Products Association 1994). This e-rated lamstock is typically required for the tension (bottom) lamination of a glulam beam that will take on the highest proportion of the bending stress when the beam is subjected to a bending load.

Resins

Two resins were utilized in the laminating and finger jointing of lamstock during the glulam beam layup and curing process: phenol-resorcinol-formaldehyde (PRF) and melamine-urea-formaldehyde (MUF). The life cycle of resins includes the raw materials, manufacturing, and transportation to the glulam facility. The PRF and the MUF LCI data used in this study are based on the data collected from resin manufacturers in 2005 (Wilson 2009).

Glulam manufacturing

Lamstock (either dried or green) is transported to the glulam manufacturing plant. The actual glulam manufacturing process can begin once the lamstock has reached the appropriate moisture content. In addition to the lamstock, the PRF and MUF resins are the only other raw material input at this stage. Glulam beams are typically manufactured in lengths that are longer than the length of the lamstock lumber obtained from the sawmills. To produce longer glulam beams, the ends of the lamstock are finger jointed so that the lumber can be joined together end to end. The glued finger joints are cured using RF curing. The RF curing process cures and stabilizes the glue bond between the pieces using a combination of pressure and heat. Continuous RF curing systems are used for finger jointing the lamstock into long lengths in both regions. This method helps to quickly process the lamstock into the longer lengths required for the glulam beams.

For face bonding, glulam production plants use both RF drying and CC processes to cure the resin. During the face bonding process, the finger-jointed lamstock is planed, and resin is applied to the face of each lamstock using a glue extruder. The lamstock is then assembled into the required layup for the specific type of beam being produced and placed in a form or press, and then pressure is applied using either the RF or the CC process. Once the resin in the beam has cured, it is removed from the presses, and all four sides are sanded or planed to remove the adhesive that was squeezed out during pressing. Each glulam beam is then individually wrapped for protection before shipping. Final product density for PNW glulam, excluding resin, averages 546 kg/m³ at 13 percent moisture content while glulam in the SE region averages 626 kg/m³ at 14 percent moisture content. Survey respondents in the PNW indicated that both RF (17%) and CC (83%) processes are used for glulam production, whereas 100 percent of SE glulam production utilized the RF process.

Declared unit

This study aligns itself with the PCR for “North American Structural and Architectural Wood Products,” UN CPC 31, NAICS 321, developed by FPInnovations (2015). A declared unit, as defined within the PCR for glulam timbers, is 1 m³ of final product packaged for shipment. A declared unit is utilized when the function and reference scenario for the whole life cycle of a wood building material cannot be stated (FPInnovations 2015). Unit conversions for the US industry standard measure of 1 board foot = 0.0024 m³. Inputs and outputs were allocated to the declared unit of the product based on the mass of the product and coproducts in accordance with ISO 14040 and 14044 standards (ISO 2006a, 2006b).

Data quality

The forest management and harvesting LCI data used in this study were derived from earlier studies of forest operations in the PNW and SE (Johnson et al. 2005). The data included a weighted average of various harvesting and forest management methods based on the specific forest type. The forestry systems for each region were weighted to represent a common forestry system for cellulosic fiberboard production. Lamstock manufacturing data was collected from sawmills in the PNW and SE (Milota 2015a, 2015b).

Primary glulam manufacturing data were collected from glulam mills located in the PNW and SE. The mills provided production data for 2013. Information gathered for this study included all material inputs (lamstock, resins, and packaging), water, electricity and fuel use (including transportation), and emissions. Unit process inputs for the glulam mills located in the PNW and the SE are listed in Table 1. Qualtrics Online Survey Software, version 11 (Qualtrics Labs, Inc. 2014), was utilized to conduct the survey online to reduce errors and streamline data input for analysis. Two surveys were collected manually on-site to help gather data and to allow for the verification of the data. Four mills from the PNW (49.75%) and two mills from the SE (19%) volunteered to participate in the survey, representing 68.75 percent of the total US glulam production in 2013. This total accounts for a majority of the commercially available beams produced in the United States (representative of an average product obtainable in the marketplace).

Table 1 Unit process inputs and outputs as entered into SimaPro for the production of 1 m³ of glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE).

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Lumber inputs were provided in board feet (Milota 2015a, 2015b) and converted to actual volumes based on the reported mix of dimension lumber brought in to each mill. PNW and SE lumber was purchased as lamstock.¹ The weight of the wood input was determined by converting board feet² (nominal) to cubic feet (actual) and then utilizing a species-specific gravity and volume at the moisture content reported during production. An actual-to-nominal ratio was then calculated based on the average percentage of each size beam produced. The LCA results will account for actual output volumes instead of nominal. All data from the survey were weight averaged based on a particular mill's production in comparison to the total survey production for the region that year. All conversion units for forestry and forest products were taken from Briggs (1994).

Assumptions

Procedures for data collection, analysis, and the formulation of assumptions followed guidelines as defined in “CORRIM Guidelines for Performing Life Cycle Inventories on Wood Products” (Puettmann et al. 2014) and ISO 14044 standards (ISO 2006b).

• All flow analyses of wood through the system were determined on an ovendry weight basis with a weighted production density of 511 and 590 kg/m³ for the PNW and the SE, respectively.

• Assumptions were made for the extraction of the wood resource based on the CORRIM forest resource model (Johnson et al. 2005). Forest resource harvest and operations data were based on averages for the region.

• Similar technology and geographic regional data were used for lamstock production, which was assumed to be the same as dried rough lumber production.

• Primary data regarding resin production were taken from Wilson (2009). Impacts related to resin production are included in the analyses.

• Handling of biogenic carbon follows the PCRs for North American Structural and Architectural Wood Products (FPInnovations 2015) and is consistent with the Intergovernmental Panel for Climate Change inventory reporting framework (IPCC 2006). Emissions related to biogenic carbon are not a part of global warming potential (GWP) in this study because impacts are measured only from cradle to gate.

• Mass balance calculations were implemented to follow wood inputs and outputs within the glulam production stage. This helped to validate quality and comparability of the data.

• Data available in the US Life Cycle Inventory database were used when available.

Impact category method

To calculate various impact categories, SimaPro, version 8.0 (Pré Consultants 2015), was utilized for data input and analyses. The TRACI 2.1, version 1.01, impact method (Bare 2012) was used to quantify the environmental impacts of forest operations, lamstock production, and glulam manufacturing. Fuel consumption was calculated per seedling and then multiplied by the number of planted seedlings per unit area specified for management scenarios in the PNW or SE (Johnson et al. 2005) to determine fuel consumption rates per unit area. Total fuel consumption per unit area was divided by the final harvested volume per unit area to establish the contribution of fuel consumption for site preparation, seedlings, and planting per unit of harvested volume. Heat released from equipment or machinery used during forest operations was not measured or reutilized and was released to the atmosphere. In manufacturing facilities, some heat was captured and reutilized at the facility.

Sensitivity analysis

A sensitivity analysis was completed per ISO 14040 standards utilizing SimaPro to show the effects of using mass allocation methodologies to measure environmental impacts versus economic allocation methodologies. Mass allocation is presented for all primary energy and emissions and was used for comparison with previous data (Puettmann et al. 2013a, 2013b). The economic allocation method is required by the most recent version of the North American Forest Products Environmental Product Declaration standard (FPInnovations 2015). Table 2 provides the allocation percentage for the PNW and SE by mass and economic value. Lumber and glulam have more economic (market) value than the coproducts manufactured during the sawmill process. The economic allocation method will distribute the environmental burdens from system processes to end products based on the proportion of their economic value to each other (in US dollars).

Table 2 Economic allocation versus mass allocation for US-produced glued-laminated (glulam) timber.

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Product mass balance

The mass balance of inputs and outputs in the glulam manufacturing process is presented in Table 3 for both the PNW and the SE regions. The wood and resin used in the production of 1 m³ of glulam during the manufacturing process results in either glulam, shavings from planing the glulam, trimmings from the ends of the glulam, or wood waste or scrap. Unaccounted inputs are assumed to be lumber at the facility from the previous year.

Table 3 Mass balance of glued-laminated (glulam) timber manufacturing per 1 m³ in the Pacific Northwest (PNW) and Southeast (SE).

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If the mass flow of a particular input is less than 1 percent of the cumulative mass of the model flow, it may be excluded, provided that its environmental relevance is minor. Raw materials used in small quantities that make up less than 1 percent of the product mass (excluding packaging) were not included in the LCI. These included sealer, epoxy, stain, and patching compound that were utilized when needed.

Energy requirements

Nonrenewable energy use in the PNW region consisted mainly of electricity generated from natural gas, with most of the energy in the SE coming from coal. The majority of the raw material energy consumption occurs during the glulam production stage with only a small portion arising from forestry operations. The lamstock production process also uses a considerable amount of energy, but owing to mass allocation, some of this energy is allocated to other outputs (coproducts) during the lamstock production process. Lamstock production generates most of its own energy from burning wood waste in a boiler and relies less on fossil fuel inputs. All energy used during primary transportation is assigned either to the transport of logs to the sawmill or to the transport of lamstock, resins, or packaging to the glulam mill. A wood boiler was used during lamstock and glulam production. The boiler processes utilized data from the CORRIM model for wood combusted at the boiler and for wood combusted from self-generated waste at the mill (Puettmann and Milota 2017). Only self-generated waste was used at the glulam manufacturing stage in the SE, while some purchased wood fuel was utilized in the PNW.

Transportation

Lamstock for glulam production is transported by rail or truck. The LCA incorporated an appropriate diesel tractor-trailer and diesel locomotive LCI from the US Life Cycle Inventory database (National Renewable Energy Laboratory 2012) based on transportation distances and the mass of logs used at each mill location. Some of the glulam production facilities were located next to or near lamstock facilities, thus minimizing transportation distances. Other materials, such as resins and packaging materials, are brought in by truck in containers, or in some instances, resins are brought in by liquid container trucks. Table 4 shows the average one-way distances from the manufacturer to the glulam facility. There was a very small percentage of lamstock brought in by rail to the PNW from the SE for beams that could eventually be treated for exterior use.

Table 4 One-way delivery distances to glued-laminated (glulam) timber facility (weighted average).

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Electricity use

The PNW utilizes electricity from the Western Electricity Coordinating Council (WECC) grid, while the SE region utilizes electricity purchased from the SERC Reliability Corporation grid. The PNW grid utilizes the fuel mix shown in Table 5. Coal, natural gas, and hydro-generated power are the three largest contributors (82% combined) to the WECC grid with about 30.2 percent of that being attributed to renewable energy sources. Coal and nuclear are the two largest contributors (77.1% combined) to the SERC grid (Table 5) with less than 6 percent being attributed to renewable energy sources.

Table 5 Electricity grid mix for 2008 in the Pacific Northwest and Southeast.^a

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LCI analysis

LCI is required per ISO 14040 guidelines when completing an LCA. The LCI results for glulam are presented by the three life-cycle stages: (1) forestry operations, (2) lamstock production, and (3) glulam production (Tables 6 and 7). The majority of fossil fuel consumption for energy production occurs during glulam manufacturing (Table 6), followed by the production of lamstock and only a very small portion allocated to forestry operations. The highest energy use from fossil fuels in the production of glulam was natural gas in the PNW and coal in the SE (Table 6). Energy generated from wood waste represented 62.7 and 63.3 percent of the primary energy mix for the PNW and the SE, respectively, and was used for lamstock drying and on-site energy production.

Table 6 Energy usage per 1 m³ of glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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Table 7 Air and water emissions released per 1 m³ of glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).^a

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Table 7 lists the total cradle-to-gate air emissions (on-site) generated as a result of the production of 1 m³ of glulam for both the PNW and the SE region. Glulam manufacturing generates air emissions, such as CO₂ from the electricity used by equipment during the jointing, bonding, planing, and finish and fabrication stages. Air emissions, including hazardous air pollutants, are a result of resin use during face bonding and curing and particulate matter that are generated during resizing operations (jointing, planing, and finishing). Emissions to the air from formaldehyde and methanol use are required to be reported by mills and are quantified by measuring acetaldehyde, acrolein, formaldehyde, methanol, phenol, propionaldehyde (or propanal), and other volatile organic compound outputs. These are all noted as components of hazardous air pollutants. The results in Table 7 have the inventory results for air emission outputs released per cubic meter of glulam produced in the PNW and SE regions. The table presents the contribution from each of the three life-cycle stages.

Most of the water emissions generated from the glulam life cycle were from upstream processes, such as fuel and resin production. During glulam production, little water was utilized, but most of the water use was attributed to steam during additional kiln drying or steam for heat during RF curing. Other water consumption was for cleaning and general maintenance of equipment and other processes. Water emissions attributed to the production of 1 m³ of glulam in the PNW and SE are provided in Table 7.

Life-cycle impact assessment

The LCIA phase establishes links between the LCI results and potential environmental impacts. This LCIA for glulam calculated the impact indicators shown in Table 8. These impact indicators provide general but quantifiable indications of potential environmental impacts. Energy consumption from nonrenewables, renewables (wind, hydro, solar), and nuclear fuels, water use, and solid waste are shown in Table 9. For GWP in the PNW, 48 percent of the CO₂ equivalent emissions come from producing the glulam, with 39 percent being attributed to lamstock production and 13 percent being assigned to forestry operations. For GWP in the SE, 52 percent of the CO₂ equivalent emissions come from producing glulam, with 35 percent being attributed to lamstock production and 13 percent being assigned to forestry operations. Values in Table 8 are the cumulative impact of all upstream processes required for glulam production, including those from forestry operations, lamstock production, resin used, and packaging production and the transportation energy required to ship these materials to the glulam production facility. Figures 2 and 3 provide a contribution analyses to show the percentage that each life-cycle stage contributes to each of the environmental impact categories.

Table 8 Categories for life-cycle impact assessment per 1 m³ of glued-laminated (glulam) timber output in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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Table 9 Energy consumption, water usage, and waste per 1 m³ of glued-laminated (glulam) timber output in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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There was also solid waste generated during the production of glulam beams (Table 9). Most of the wood waste was recycled or utilized as fuel for the wood boiler. Glulam mills did not report any other solid waste being generated from manufacturing processes. Solid waste included ash produced within the boiler. Other waste products generated are a result of upstream processes, primarily from the production of the fuels and resins, used in lamstock and glulam production. In total, 8.67 and 17.01 kg of solid waste was generated from cradle to gate during the production of 1 m³ of glulam in the PNW and the SE, respectively.

Carbon balance

The carbon balance for wood-based materials in the cradle-to-gate glulam processes are shown in Table 10. There are very few if any coproducts in the glulam manufacturing process. The table provides a comparison of the CO₂ sequestered in the final glulam at the gate compared with the total CO₂ emissions during the three-stage life cycle. Inputs include rough-sawn dried lumber (lumber manufacturing excluded). Outputs include products and coproducts as reported on the survey. Emissions related to wood combustion of purchased hog fuel are included for the PNW. One mill in the PNW and two in the SE reported boiler emissions. The CO₂ uptake for wood and bark is determined by multiplying the product process input dry weight of wood and associated bark in kilograms (tracked separately) by 1.83 (assuming a 50% carbon content of wood and bark), which gives the equivalent CO₂ uptakes based on the carbon content of wood and bark. This calculation is presented below. The CO₂ uptake is determined on the volume of wood and bark (dry weight basis) input to the product process:

Table 10 Carbon balance per 1 m³ softwood glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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Changes from previous data (2000 vs. 2013)

Table 11 shows the reduction in fuel use that contributes to the large reduction in fossil fuel use. The large increase in energy from renewable biomass led to the large reduction in natural gas use because the boilers could be run with residual biomass from the mills. Respondents reported an increase in diesel and LPG use in the PNW, while in the SE, respondents did not report diesel, gasoline, or LPG use or did not track it. There was an increase in transportation in the PNW, which also increased diesel use in that region.

Table 11 Fuel and transport comparisons 2000 and 2013 input data per 1 m³ glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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Table 12 shows the change in resin use and methods from the last report (2000 vs. 2013). Mills that responded to this survey produced more glulam using CC techniques (83%) since the last report (19%) in the PNW, while mills in the SE reported using only RF curing (100%), which was an increase from the last report (47%). This also translated to an increase in resin needed for CC in the PNW versus a reduction in resin use in the SE. This was another factor in the reduction in electricity use in the PNW. CC glulam uses less energy on-site, but RF curing has fewer environmental impacts upstream because less resin is needed for face bonding. Only MUF resin was reported being used in the SE for both face bonding and finger jointing of the lamstock.

Table 12 Resin use and curing type comparisons of 2000 and 2013 input data per 1 m³ glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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A comparison of the LCIA results obtained from the two surveys (Puettmann et al. 2013a, 2013b) is shown in Table 13. For the PNW region, the results show that there was a 29.9 percent reduction in GWP compared with the previous report. There was also a reduction in eutrophication (−45.2%) but an increase in smog potential (+20.0%) since 2000. In the SE, there were reductions in GWP (−30.7%), eutrophication (−39.4%), and smog (−7.4%) since 2000. Ozone depletion could not be determined when compared with the previous study, and the accounting method for acidification has changed since the previous report. For fossil fuel and renewable biomass use, Table 13 shows reductions in energy derived from fossil fuel use in both the PNW and the SE but increases in the energy derived from biomass (+50.5% and +92.0% in the PNW and the SE, respectively). Freshwater usage also decreased in 2013, with 43.0 and 49.0 percent reductions being reported in the PNW and the SE, respectively. There were very few if any technology changes between the two studies, but changes in energy use, supplier locations (distance to production facilities), and the electricity grid compositions likely contributed to some of the differences observed between the two reports.

Table 13 Comparison of 2000 and 2013 life-cycle impact assessment data per 1 m³ glued-laminated (glulam) timber in the Pacific Northwest (PNW) and Southeast (SE) (mass allocation).

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Economic allocation

Three life-cycle stages were used in the overall cradle-to-gate assessment of the glulam beam production process. Their contribution to the different impact categories varies depending on whether a mass or an economic allocation is applied. Economic allocation of environmental burdens is another methodology that attaches a certain percentage of the air, water, or land emissions based on the average market value of all end products or processes at the gate. The only end products in this system process are the finished glulam and the small amount of waste and scraps that are used for hog fuel. Using the economic allocation method, intrinsic value cannot be placed on the other coproducts, and therefore 100 percent of the environmental burdens are allocated to the finished 1 m³ of glulam. Table 14 shows how the allocation of burdens differed from a mass allocation methodology versus an economic allocation methodology for both glulam beams and lamstock. The forest operations process is identical using both allocation methods because the only product of value coming from the forest in this study is the harvested log. Table 14 shows how the environmental impacts change as the glulam and lamstock take more of the burdens based on their higher market value.

Table 14 Sensitivity analysis of mass allocation versus economic allocation methods.

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