Start with the decision in front of you
LazrTek evaluates truck wash opportunities from the business outward. We first determine who can realistically buy a wash, how often, at what price, and why they would choose the proposed facility. We then test whether a specific parcel can receive those trucks, process them efficiently, discharge the water lawfully, and produce acceptable returns under downside conditions. Only then should the project select the wash system and final service configuration.
| Your question | Start here | Required outcome |
|---|---|---|
| Should this market support a wash? | Market feasibility and demand segmentation | A defensible wash-eligible population and revenue range. |
| Which location is strongest? | Comparative site selection | A ranked market and parcel shortlist with stated assumptions. |
| Can this parcel physically work? | Parcel fatal-flaw and access study | A concept plan with circulation, stacking, utilities, zoning, and constraints. |
| What services should we offer? | Vehicle, soil, route, and customer-mix analysis | A service menu and bay configuration tied to verified demand. |
| Will the investment withstand a downturn? | Pro forma and sensitivity analysis | Break-even, DSCR, return, capital ceiling, and combined stress results. |
| Should we buy an existing wash? | Acquisition and quality-of-earnings diligence | Verified current earnings, asset condition, liabilities, expansion potential, and value. |
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The development sequence
- Screen the market.Identify freight corridors, truck stops, fleet depots, distribution and industrial generators, wash scarcity, and broad development constraints.
- Separate the demand pools.Model OTR, overnight parking, local and regional fleets, distribution carriers, last-mile, and specialty vehicles independently.
- Measure customer behavior.Conduct seven-day observations, competitor counts, directional truck analysis, route validation, and fleet interviews.
- Qualify the parcel.Test WB-67 circulation, access, stacking, zoning, signage, stormwater, environmental constraints, water, sewer, and discharge.
- Select the service mix.Match exterior washing, washout, undercarriage, premium hand work, RV, bus, and vocational services to the customers the site can win.
- Configure capacity.Choose bay count and equipment around peak-hour arrivals, cycle times, quality requirements, labor, redundancy, and expansion.
- Build the investment model.Include the complete project basis, ramp, operating costs, debt, working capital, replacement reserves, and sensitivity cases.
- Apply capital gates.Do not close on land, order equipment, or capitalize an acquisition until the decisive assumptions have been independently verified.
Market feasibility
Market feasibility asks whether enough wash-eligible customers can be reached at an acceptable acquisition cost. It is not satisfied by a high interstate traffic count, a large warehouse, or a crowded truck stop. Those facts identify possible demand; field observation and customer research determine whether the demand is accessible.
Separate the customer pools
| Demand pool | What to measure | Primary risk |
|---|---|---|
| Overnight parked trucks | Usable spaces, occupancy, eligibility, participation, ability to leave and return, competitive share. | Counting capacity instead of occupied, accessible customers. |
| Other OTR stops | Fuel and short-stop visits, direction, dwell, vehicle mix, wash conversion, competing choices. | Double counting overnight trucks or assuming all traffic exits. |
| Local and regional fleets | Verified units, domicile, routes, frequency, outsourced share, authority, win and retention probability. | Using directory counts without confirming the terminal or wash decision. |
| Distribution carriers | Third-party carrier tail, route through the parcel, appointment dwell, vendor control, contract pricing. | Treating dock movements and parked trailers as retail washes. |
| Last-mile and vocational | Straight trucks, service bodies, construction, utility, refuse, municipal, bus and other locally controlled units. | Overestimating frequency or ignoring mobile-wash contracts. |
| Specialty demand | Washouts, chassis, heavy-soil, tankers, RVs, motorcoaches, equipment and premium services. | Adding a service because the ticket is attractive without proving volume. |
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Local fleet revenue should be built from verified events: addressable units multiplied by service frequency, outsourced share, probability of winning, and expected retention. OTR demand should be linked to measured stopping behavior and route convenience. Neither method should borrow customers from the other.
Seven-day capture & competition
The purpose of field research is to replace impressions with observed behavior. Counts should cover weekdays, weekends, daytime peaks, overnight occupancy, and at least one period in which local operating conditions are typical. Weather should be recorded because rain, snow, road salt, harvest, and construction can alter demand.
- Directional Class 8 and heavier commercial traffic, using current agency data and field validation.
- Truck-stop entries, exits, fuel-only visits, restaurant and rest dwell, parking occupancy, and turnover.
- Vehicle mix by tractor-only, combination, reefer, dry van, tanker, flatbed, vocational, bus, RV, and specialty equipment.
- Competitor transactions, queues, cycle times, operating hours, capacity, pricing, quality, mobile service, and abandoned queues.
- The complete route from the customer origin to the parcel and back to the highway, depot, distribution center, or next load.
Parcel & access fatal flaws
A market score does not make a parcel buildable. The parcel study should begin before a purchase obligation becomes nonrefundable and should be based on usable—not advertised—acreage.
| Parcel test | Required evidence |
|---|---|
| Truck circulation | Engineered WB-67 paths from entry through queue, bay, exit, and re-entry. |
| Access | Curb-cut authority, turn restrictions, grades, medians, signals, easements, and shared-access terms. |
| Stacking | Peak queue storage without blocking fuel lanes, parking, public roads, or washout circulation. |
| Layout | Current bay program plus independent room for maintenance, pretreatment, solids, employee and customer functions, and expansion. |
| Entitlement | Written confirmation of use, operating hours, noise, lighting, signage, setbacks, buffers, and conditional requirements. |
| Physical conditions | Survey, geotechnical, floodplain, wetlands, drainage, environmental history, demolition, and off-site obligations. |
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Water, wastewater & environment
A truck wash is both a transportation use and a process-water business. Utility feasibility must be documented at the proposed case volume, with a margin for peaks and expansion. A general statement that water and sewer are nearby is not an approval.
- Water main, available flow and pressure, meter and tap requirements, fire flow, connection charge, and expansion capacity.
- Sanitary allocation, permitted daily and peak discharge, pH, oil and grease, suspended solids, metals, chemical limitations, temperature, sampling, reporting, and surcharges.
- Pretreatment, trench and solids management, oil-water separation, reclaim percentage, residual blowdown, filter and membrane maintenance, sludge handling, and emergency containment.
- Stormwater separation, spill prevention, exterior work restrictions, flood and wetland constraints, and the applicable local, state, and federal permitting pathway.
The operating model should show fresh gallons, reclaimed gallons, sewer gallons, solids handling, chemical compatibility, and cost per transaction at low, base, peak, and expansion volume.
Choose the services the location supports
The service menu should be predicted from the vehicles, cargo, soil, dwell, route, purchasing authority, and customer urgency found in the study. The following matrix is a screening guide; the final program must follow verified local demand and site-specific requirements.
| Location or demand profile | Core service | Supporting services | Why it fits |
|---|---|---|---|
| Interstate truck-stop cluster | Fast exterior tractor and combination wash | Premium finish, wheels, brightener where compatible, RV and motorcoach | Customers value visibility, easy access, predictable queue and fast return to route. |
| Distribution and 3PL district | Exterior fleet program with billing and scheduled windows | Washouts, documentation, tractor-only express, yard and straight-truck programs | Repeat carriers value account control, cycle certainty, records, and off-peak availability. |
| Food, reefer and agricultural corridor | Exterior wash plus dedicated trailer washout | Sanitation records, odor and residue procedures, undercarriage where warranted | Interior cleanliness and documentation can create recurring, higher-value work. |
| Construction, mining or heavy industry | Heavy-soil exterior and undercarriage capability | Wheel, chassis, degreasing and specialty hand work | Mud, aggregates, salt, grease, and unusual geometry require separation from express traffic. |
| Salt-belt OTR corridor | Fast exterior wash | Undercarriage, wheel, salt-removal and corrosion-control packages | Seasonal road film and deicers create a clear maintenance and appearance need. |
| Fleet depot or municipal yard | Gantry or controlled drive-through program | Bus, refuse, utility, sanitation and water-reclaim options | Known vehicle envelope and scheduled return-to-base patterns support controlled automation. |
| Image-sensitive private fleet | Consistent exterior finish program | Friction or hybrid cleaning after surface review, spot-free final rinse, inspection | Brand presentation and repeat vehicle geometry favor documented quality control. |
| Acquisition or legacy wash | Preserve profitable existing services while correcting bottlenecks | Add express capacity, separated washout, digital billing and premium work selectively | Existing POS data should identify actual demand before modernization changes the mix. |
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Service Decisions That Must Remain Separate
| Decision | Options | Selection basis |
|---|---|---|
| Vehicle movement | Drive-through or stationary vehicle with moving gantry | Arrival concentration, site length, vehicle positioning, peak throughput, and footprint. |
| Cleaning method | Touchless, friction, or hybrid | Soil, surface compatibility, finish standard, chemistry, contact risk, and maintenance. |
| Service level | Express, premium hand finish, or specialty | Customer value, cycle time, labor, queue impact, and realized ticket. |
| Vehicle area | Exterior, trailer interior, undercarriage, wheels, engine/frame where permitted | Customer requirement, contamination, documentation, drainage, and process separation. |
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Throughput, queues & bay configuration
Equipment capacity is not the same as paid throughput. The operating analysis should include preparation, customer positioning, payment, chemical dwell, rinse, inspection, touch-up, washout time, unusual vehicles, staff response, maintenance, and equipment downtime. Peak-hour arrivals—not daily averages—determine whether the queue functions.
A high-volume commercial site may justify an automatic express bay supported by a slower premium hand-finish or specialty bay. A fleet depot may be better served by a gantry. A food corridor may require a physically and operationally separate washout position. The layout should preserve future capacity only when the market and utilities can reasonably support it.
Realized ticket & revenue
A posted price is not the realized average ticket. Revenue should be modeled by service code and customer class, with fleet discounts, promotional activity, sales-tax treatment, refunds, complimentary washes, rework, and collection risk included.
| Revenue component | Model separately |
|---|---|
| Exterior retail | Tractor-only, tractor-trailer, straight truck, RV, bus, vocational, and premium finish. |
| Fleet contracts | Rate, service level, monthly minimum, payment terms, discount, frequency, retention, and ramp. |
| Specialty | Washout, chassis, wheels, chemical treatments, heavy-soil surcharge, detailing, and documentation. |
| Non-wash revenue | Fuel, scale, store, parking, vending, or other ancillary revenue should not be used to disguise weak wash economics. |
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Complete capital & operating costs
The project basis must extend beyond land, building, and equipment. It should include site work, unsuitable soils, paving, heavy concrete, stormwater, utilities, pretreatment, reclaim, off-site roads, engineering, entitlement, freight, installation, commissioning, technology, signage, construction interest, pre-opening labor and marketing, working capital, ramp losses, and contingency.
Operating costs should include direct labor and burden, chemicals, fresh water, sewer and surcharges, energy, waste and solids, merchant fees, repairs, scheduled replacement, insurance, property tax, licenses, technology, security, local marketing, management, and corporate allocations where appropriate.
Financial sensitivity & capital gates
A development decision should survive more than a single base case. Volume and price should first be tested independently and then in a combined stress case with cost and capital pressure.
| Sensitivity | Question answered |
|---|---|
| Volume | How does the project perform if customer conversion or fleet ramp is slower? |
| Realized ticket | What happens if fleet discounts or service mix reduce collected revenue? |
| Variable and fixed costs | Can the operation absorb utilities, chemicals, payroll, repair, or insurance pressure? |
| Project basis | How much construction overrun or land cost can equity absorb? |
| Opening delay | Can the capital structure carry additional interest and working capital? |
| Combined stress | Does debt service remain supportable when several adverse conditions occur together? |
| Upside | Can the parcel, bays, staffing, utilities, and customer experience actually process the projected demand? |
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The final investment memorandum should state break-even washes per day, break-even ticket, DSCR thresholds, maximum supportable basis, maximum supportable land or acquisition price, equity requirement, ramp funding, and the assumptions that remain conditional.
Acquisition & expansion diligence
An existing wash can reduce greenfield demand risk, but it can also transfer deferred maintenance, environmental exposure, customer concentration, labor problems, and obsolete geometry. Financial diligence should reconcile POS detail to bank deposits, tax returns, utilities, payroll, repairs, and service codes. Physical diligence should test the building, roof, pavement, drainage, equipment, pretreatment, tanks, permits, access, and expansion capacity.
Value should be anchored to current normalized performance and as-is assets. Future automatic capacity, new branding, extended hours, improved customer service, and new fleet contracts belong to the buyer who funds and executes them.
The stage-gate development process
| Gate | Required evidence | Decision |
|---|---|---|
| 1 Market screen | Corridor, demand generators, stopping platforms, competition, broad utility and land conditions. | Reject weak markets; identify a short list. |
| 2 Fatal-flaw screen | Parcel access, WB-67 plan, zoning, water, sewer, discharge, environmental and preliminary basis. | Secure controlled diligence or reject parcel. |
| 3 Commercial validation | Seven-day counts, fleet and carrier interviews, service demand, competitor capacity and realized ticket. | Select finalists and negotiate commercial support. |
| 4 Investment underwriting | Engineered concept, cost estimate, monthly ramp, financing, sensitivity, environmental and legal diligence. | Approve, resize, defer, or reject investment. |
| 5 Construction authorization | Site control, permits, written utilities, financing, contracts, fixed scope, contingency and opening plan. | Release construction and equipment commitments. |
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The LazrTek development assessment package
A complete project may require several separate analyses. The scope should be matched to the decision and advanced in stages so that inexpensive fatal-flaw work occurs before expensive engineering and capital commitments.
| Assessment | Principal deliverable |
|---|---|
| Market and corridor screen | Ranked markets, customer pools, competition, preliminary service concept, and go/no-go findings. |
| Comparative site selection | Weighted scorecards and a transparent ranking of candidate locations. |
| Parcel fatal-flaw study | Access, circulation, stacking, zoning, utilities, wastewater, environmental constraints, and concept layout. |
| Measured capture study | Seven-day stopping, parking, traffic, route, vehicle-mix, and competitor observations. |
| Fleet and carrier conversion study | Named-account census, interviews, vendor requirements, expected annual washes, pricing, and commitment pipeline. |
| Service-mix and equipment study | Predicted transaction mix, bay roles, throughput, labor, chemistry, water, and expansion plan. |
| Development cost study | Complete project basis with exclusions, contingency, off-site work, working capital, and ramp funding. |
| Financial and sensitivity model | Monthly ramp, break-even, DSCR, ROI, IRR, NPV, payback, combined stress, and capital ceiling. |
| Acquisition quality of earnings | Verified current earnings, asset and environmental condition, customer retention, expansion feasibility, and value. |
| Development management | Coordination of site control, design, permitting, equipment, construction, launch, fleet sales, and operating readiness. |
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When is a project investment-ready?
A truck wash opportunity becomes investment-ready only when four questions have evidence-based answers: Can the right trucks reach the parcel? Can the parcel process them safely and efficiently? Can the project obtain and lawfully discharge the required water? Can the realized customer and service mix support the capital structure under realistic downside conditions?
LazrTek’s role is to connect those answers. The result may be a high-throughput corridor wash, a contract-led fleet facility, a trailer-washout operation, a salt-belt undercarriage program, a controlled depot system, an acquisition and modernization plan, or a recommendation to keep looking. The correct wash is the one the verified market and site can support.
Discuss your market, candidate parcel, vehicle mix, and investment assumptions with a LazrTek truck wash business developer before committing to land or equipment.
Truck wash development FAQs
Direct answers to the decisions developers, fleets, lenders, and wash owners face. Search the full set or expand a question to read the details.
What does a truck wash feasibility study determine?
A truck wash feasibility study determines whether a proposed market, parcel, service mix, and capital plan can support a sustainable wash business. It evaluates separate customer-demand pools, existing and potential competition, truck access, utilities and wastewater, development costs, operating assumptions, and downside financial performance.
How is truck wash demand estimated?
Demand should be built from distinct, nonduplicative customer pools: overnight parked trucks, other OTR and fuel-stop traffic, local and regional fleets, distribution and last-mile carriers, and specialty vehicles. Each pool requires its own addressable population, wash frequency, conversion or contract assumptions, and competitive share. Raw highway traffic is not the same as wash demand.
How many trucks are needed to support a commercial truck wash?
There is no universal truck-count threshold. The required population depends on wash frequency, service mix, realized ticket, operating days, competitive capacity, fixed costs, debt service, and the percentage of trucks that can conveniently reach the parcel. The correct test is the number of paid transactions required to reach operating and debt-service break-even.
What is a truck wash capture rate?
A capture rate is the percentage of an eligible customer population that purchases a wash. Mainline traffic capture, truck-stop conversion, overnight-parking conversion, and fleet-account capture are different measures and should not be blended into one percentage.
What makes a good interstate truck wash location?
A strong interstate location combines a large wash-eligible stopping population, visible and intuitive access, safe re-entry, adequate stacking, limited effective wash capacity, utilities that can support the operation, and services that fit the vehicles using the corridor. A large traffic count cannot overcome a parcel that drivers will not enter.
Is it better to locate near a truck stop or a fleet depot?
It depends on the business model. Truck-stop adjacency favors transient OTR capture and longer operating hours, while fleet-depot proximity favors repeat contracted volume. The strongest locations often combine both, but each customer pool must be modeled separately to avoid double counting.
What is a truck wash fatal-flaw study?
A fatal-flaw study tests whether a specific parcel has a condition that could prevent or materially impair development. Common fatal flaws include unsafe access, insufficient turning or queue space, prohibited use, inadequate water or sewer, unacceptable discharge limits, flood or environmental constraints, and off-site improvements that make the project uneconomic.
How much land does a truck wash need?
Land requirements depend on bay count, vehicle length, stacking, circulation, washout separation, stormwater, setbacks, utilities, and future expansion. Gross acreage is less important than usable acreage and a verified WB-67 circulation plan.
Why are water and wastewater approvals so important?
A truck wash cannot be underwritten safely without written confirmation of water availability and lawful discharge capacity. The utility review should address flow, pressure, connection fees, sewer allocation, pretreatment, oil-water separation, contaminant limits, sampling, surcharges, reclaim, and peak-volume discharge.
Does water reclaim eliminate sewer and discharge concerns?
No. Reclaim can reduce fresh-water use and discharge volume, but it does not remove the need for pretreatment, residual discharge, sludge management, water-quality control, maintenance, and written utility approval. The reclaim percentage must be modeled for the actual wash process and local requirements.
How should a site be tested for tractor-trailer access?
A civil concept should test WB-67 turning paths, lane width, curb cuts, grades, conflicts, stacking, exit movements, and re-entry to the truck route. The analysis should follow the complete customer path from the interstate, fleet route, or truck stop through the wash and back to the road.
How much stacking does a truck wash need?
Stacking should be sized to the site’s peak arrival pattern and service-time distribution, not its average daily volume. A queueing analysis should test peak hours, different vehicle types, payment and inspection time, washouts, rewashes, downtime, and the point at which drivers abandon the line.
How is truck wash competition measured?
Competition should be measured by effective capacity, not simply by map distance. Review each competitor’s bay count, cycle time, operating hours, queues, pricing, wash quality, fleet contracts, mobile service, reputation, access, and temporary or recurring downtime.
What is a truck wash desert?
A wash desert is a corridor or market with limited practical access to suitable fixed-site exterior washing. Distance alone does not prove an opportunity; the corridor must also contain enough wash-eligible trucks, stopping behavior, route convenience, and revenue potential to support a facility.
How are local fleet contracts forecast?
A defensible fleet forecast begins with verified local units, expected wash frequency, the share currently outsourced, the probability of winning the account, and the portion likely to be retained. FMCSA and directory data are prospecting inputs; terminal location, equipment count, wash practice, routing, authority, and purchasing requirements must be confirmed directly.
Should distribution-center truck movements be counted as wash customers?
Not automatically. Dock movements, parked trailers, yard tractors, private fleets, and third-party carriers have different washing decisions. The accessible opportunity usually comes from the carrier and 3PL tail that naturally passes the wash, unless the shipper or dedicated fleet approves the wash as a vendor.
What is a realistic average ticket for a truck wash?
The correct figure is the realized weighted ticket after fleet discounts, service mix, promotions, refunds, complimentary work, and taxes. It should be calculated from expected tractor-only, tractor-trailer, premium, washout, undercarriage, chemical, RV, vocational, and other transactions rather than copied from a posted menu.
Which truck wash system is best for a new commercial site?
The right system follows from the location’s vehicle mix, peak demand, cleaning standard, site geometry, water and discharge limits, labor model, and service strategy. Drive-through and gantry describe vehicle and equipment movement; touchless and friction describe cleaning methods. They should be evaluated as separate design decisions.
When does a high-throughput drive-through system make sense?
A drive-through system is most appropriate where recurring or transient demand produces concentrated arrivals and customers value short, predictable cycle times. The project still needs sufficient stacking, safe vehicle spacing, quality control, utility capacity, and an operating plan that can convert rated equipment speed into paid throughput.
When is a gantry or rollover system the better choice?
A gantry is often appropriate for depots, controlled fleets, lower-volume sites, and constrained layouts where vehicles can be positioned consistently. Selection should account for vehicle envelope, cycle time, operator procedures, working clearance, utilities, maintenance access, and the available washing window.
Should a commercial truck wash add a hand-wash or premium bay?
A hand-finish or hybrid bay can serve heavily soiled trucks, unusual configurations, premium owner-operators, tankers, RVs, motorcoaches, vocational equipment, and quality corrections. It should be separated operationally so slower work does not reduce express-bay throughput.
When should a site include trailer washouts?
Trailer washouts are most promising near food, refrigerated, agricultural, packaging, pharmaceutical, and backhaul activity where carriers require interior cleaning and documentation. Demand should be verified through carrier interviews, load patterns, existing providers, required certificates, cycle time, and lawful discharge conditions.
When is undercarriage washing justified?
Undercarriage service fits salt-belt corridors, construction, mining, refuse, agricultural, utility, heavy-haul, and industrial fleets. The feasibility study should confirm recurring soil or corrosion exposure, vehicle clearance, customer willingness to pay, drainage, solids handling, and whether the service can operate without slowing the principal bay.
How should a truck wash choose between touchless and friction cleaning?
Touchless and friction should be compared against soil type, vehicle surfaces, customer expectations, water quality, chemistry, contact risk, brush maintenance, throughput, and finish requirements. Neither method is universally superior; the complete wash process matters more than the label.
What financial scenarios should a feasibility study include?
At minimum, the model should test independent changes in daily volume, realized ticket, variable cost, fixed cost, capital cost, opening delay, and debt terms. A combined downside scenario is necessary because weak volume, lower pricing, cost pressure, and construction overruns often occur together.
What financial metrics matter most?
Useful measures include cash and EBITDA break-even washes per day, operating margin, debt-service coverage, unlevered return, levered equity return, net present value, internal rate of return, payback, and maximum supportable project cost. The assumptions behind the metrics matter more than the headline percentage.
How should acquisition opportunities be evaluated?
An acquisition should be valued on verified current earnings, owned real estate, transferable permits, customer retention, asset condition, and required deferred maintenance. POS data should be reconciled to bank deposits, tax returns, payroll, utilities, service codes, and environmental records. A seller should not be paid for improvements the buyer will fund and create.
How long does a truck wash feasibility study take?
A focused single-site study commonly requires several weeks, while multi-site comparisons and lender-grade studies take longer depending on field counts, fleet interviews, parcel access, utility responses, engineering, seller records, and environmental diligence. The schedule should follow evidence availability rather than a predetermined report date.
When should land be placed under contract?
Site control should be obtained only through a structure that preserves the buyer’s ability to complete access, zoning, utility, wastewater, environmental, engineering, financing, and commercial diligence. Options or contingent contracts can protect the opportunity without converting unresolved assumptions into irreversible commitments.
What evidence should exist before construction begins?
Before capital approval, the project should have a buildable parcel plan, written utility and discharge findings, measured customer and competitor data, a validated service mix, an engineered cost estimate with contingency, a monthly ramp model, financing stress tests, and commercial evidence supporting a meaningful portion of projected fleet volume.
Can LazrTek recommend that a client not build?
Yes. The purpose of independent feasibility is to protect capital, not justify equipment. A credible study may recommend changing the parcel, service configuration, project basis, development timing, or market—or not building at all.
Terms used in this guide
- OTR
- Over-the-road trucking, generally longer-distance freight movements.
- WB-67
- A tractor-semitrailer design vehicle used to test turning and circulation; confirm the appropriate vehicle envelope with the civil engineer.
- 3PL
- A third-party logistics provider coordinating or performing transportation and related services.
- Realized ticket
- Net wash revenue per paid transaction for a defined period and service mix.
- DSCR
- Debt-service coverage ratio: defined cash available for debt service relative to scheduled debt payments.
- EBITDA
- Earnings before interest, taxes, depreciation, and amortization; this is not the same as cash available for debt service.
- IRR and NPV
- Internal rate of return and net present value: measures that account for the timing of modeled cash flows.
- Capital gate
- A decision point at which specified evidence is needed before releasing the next commitment.
Keep building your knowledge
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