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Trump’s Wall

5-22-16  updated 1-7-19

Trump’s Wall

Recently I received a call from a major national news source. They asked for help understanding what it would take to build “Trump’s Wall.” I’m an estimator, so I provided some realistic analysis of what it would take.

The border with Mexico is almost 2000 miles long. There is already about 700 miles of fence. This analysis makes an assumption it would be necessary to build only 1000 miles of wall. Also, this estimate is based on the type of wall you see along highways, precast concrete sound and site barrier wall. In reality it would need to be significantly more robust than the typical highway sound-barrier wall, and I’ve taken that into consideration in my estimate. So here goes.

(9-1-16 >>In some other recent articles I’ve read they have suggested a 40 foot high concrete wall. Well, I don’t think you can build a 40 foot high unsupported concrete wall (no bracing at sides) without getting into extremely massive volumes of materials. Such a high concrete wall would need to be much thicker at the base than at the top and the foundation to prevent overturning would need to be massive. Typical rule of thumb for foundation to prevent overturning is the foundation needs to be ~40% as wide as the height of the wall. The volume of concrete would be 4x to 5x what I’ve estimated for the wall I’ve defined here and the excavation, back fill and formwork would add considerable time to complete. Order of Magnitude I guess 40 to 50 million cubic yards of concrete for wall and foundation. I would roughly guess such a massive poured concrete foundation and wall, if it could even be built, would cost THREE TO FOUR TIMES what I’ve estimated here and would require substantially more labor and might take twice as long or more to build.)

This estimate is based on 8″ thick precast heavily reinforced  concrete wall panels set between steel columns 12’0 on center. Even if the concrete could be chipped away, the reinforcing bars would prevent passage. Columns are set in 6’0 dia. x 10’0 deep column foundations. Between column foundations under the wall is a continuous footing to help resist overturning of the wall. The wall extends 25 feet above grade and 5 feet below grade. Bottom of concrete footing under the wall is 7’0 feet below grade. Bottom of column foundations is 15’0 below grade. The wall would be much higher than the approximate 12′ shown in the representative photo.

wall-11-11-16

The foundations included here are based on up-sizing components from a known design for a 15′ high prison un-climbable open-mesh fence. Even with an open mesh fence design, to overcome wind load, column footings were 2″0″ dia x 8’0″ deep concrete post foundations set every 8′ apart. This solid wall 25′ high would have enormously greater wind loads and it is the foundation that must be designed to prevent overturning.

Just to get quickly to the end, I calculated the final cost of a 25′ high precast wall, foundations, excavation and access roads in the vicinity of $25 billion (in 2016 $), $10 million per mile or slightly less than $2,000 per lineal foot of wall. I’m fairly certain this estimate is somewhat low and the actual cost due to the many unknowns would be higher. At the end I’ve pointed out some of the issues that could generate unknown costs.

One huge factor is inflation. Historical average construction inflation is greater than 4%/year. If a $25 billion wall takes 10+ years to build, the total cost over time assuming the historical average construction inflation would be $30 billion.

This is a summary of some of the results from the concrete wall estimate.

Materials
200 million square feet of precast concrete panels = 5.2 million cubic yards of concrete
5 million cubic yards of cast-in-place concrete foundations
Total cement to make the 10.2 million cubic yards of concrete = 2% of annual US cement production.
1.5 million tons of steel = 1.5% of annual US steel production.

25 million cubic yards of excavation required.
6 million cubic yards of that excavated earth must be hauled away and disposed since that volume will be replaced underground with concrete. That’s more than enough to completely fill the Superdome. Or, it’s enough to build a 20 foot wide earthen embankment 20 feet high and 100 miles long.

Delivering the Materials
250,000 truckloads of precast wall panels,
500,000 truckloads of ready mix concrete
50,000 truckloads of steel

200,000 truckloads to haul away excess excavated earth.

This is far from a complete list of materials, because in addition to building the wall, in some places you first need to build a road. Assume about 500 miles of road. You can’t get 1,000,000 truckloads of 30-40 tons each, cranes, excavators and auger drills to a construction site without at least building a compacted gravel road to get there.

Adds 2 million cubic yards of stone for construction equipment road.

Adds 100,000 truckloads of stone

Labor
It takes 5000 to 6000 workers to build $1 billion worth of construction in 1 year.

$25 billion x avg 5500 = 135,000 man-years, or 135,000 workers if it is to be built in 1 year. Or it would take 10,000 full-time workers 13.5 years to build this concrete wall.

If 1,000 men worked on the wall 5 days a week 8 hours a day, it would take 135 years to build it. Therefore, I made the assumption the project would be broken into 50 segments each 20 miles long and looked at two scenarios. What labor would be required to build it in 10 years or 4 years?

4 years: That will require 700 men AT EACH of 50 SEGMENTS concurrently to complete the wall in 4 years. That’s 35,000 men working for 4 years. That is 35,000 trades-worker jobs which does not include Architect, Engineering, Testing and General Contractors management personnel.

1,100,000 truckloads at 50 locations over 4 years is = 20 deliveries per day of 30 to 40 tons each at each of the 50 locations. That works out to 40 truck bypasses per day coming and going, so 30 ton trucks go by (some community) every 12 minutes at every one of 50 locations every workday for 4 years. It is very likely that heavy truck traffic will destroy many if not all the town roads used to access the 50 construction sites. The cost to repair/replace those existing roads is NOT included here, but I suspect it would be in the hundreds of millions.

The 4 year scenario is quite unlikely from just about every standpoint. Labor availability, engineering studies and site preparation of 50 (or more) job sites, mobilization of 35,000 men to 50 job sites, product supply, frequency of deliveries, overcrowding of job site. In reality, 700 men at a job site is probably far more than can be managed. In this scenario the number of job sites would need to be increased, probably to more like 150 to 200 individual job sites. While all aspects seem to limit this choice as viable, it is probably labor and material availability that would have the greatest impact.

10 years: To build the wall in 10 years would require 13,500 workers, or about 250 workers AT EACH of 50 SEGMENTS concurrently to complete the wall in 10 years. That’s 13,500 workers working for 10 years. That is 13,500 trades-worker jobs including General Contractors management personnel but not including Architect, Engineering, Testing, Manufacturing and Delivery.

1,100,000 truckloads at 50 locations over 10 years is = 8 deliveries per day of 30 to 40 tons each at each of the 50 locations. That works out to 16 truck bypasses per day coming and going, so 30 ton trucks go by (some community) every 30 minutes at every one of 50 locations every workday for 10 years. The same heavy truck traffic will destroy many if not all the town roads used to access the 50 construction sites, it just takes longer. The cost to repair/replace those existing roads is NOT included here.

The 10 year scenario is certainly not impossible. Labor availability and mobilization issues are reduced as are product supply and frequency of deliveries.

NOTE 1-7-19  New review of proposed steel barrier changes some materials and has a moderate overall affect on total cost, manpower and time to complete. In question is size of steel section that could withstand installation 25′ to 30′ tall unsupported. For a steel barrier estimate I used tube steel hollow structural sections (HSS) 8x8x3/8 set with 6″ spaces between. The summary from the estimate revises precast panels to 3 million tons of steel. The remainder of the summary is still valid. It changes a little. Total cost came in near $24 billion versus the original estimate for precast concrete wall at $25 billion. However if design would require a heavier section 8x8x1/2 then cost jumps to $29 billion. If design requires concrete filled tubes cost would go up by about $750 million. If 8×8 tubes are rotated 45 degrees, spacing can be reduced and open spaces between tubes can be reduced, steel cost would go down by about $1 billion. Foundation cost may or may not be reduced (by as much as $2 billion), but foundation design to prevent wall overturning is more dependent on wind load than on the weight of the steel above. In any case foundations are massive and still calculate out to about 5-6 million cubic yards of concrete and proximity of concrete batch plants to construction zones could be a major issue. Keep in mind none of this cost includes land acquisition, inflation, housing workers, change orders or building new plants to support job sites with materials.

Best case scenario, at the low end of cost at $22 billion, it would take 10,000 men 11 years to build 1000 miles of steel fence barrier.  It is likely that the low end estimate is much to optimistic, citing some issues outlined below.

wide fence

A word about HSS steel tubes. US annual production for Hollow Structural Sections in 2016 was 1.6 million tons per year. That annual demand does not go away if 3 million tons of tube steel is needed for a wall. Over a period of 10 years, at 0.3 million tons/year, steel needed for a wall would be 20%/year of tube steel production. To prevent shortages, production capacity must increase or that extra tube steel must be imported. The US imports about half of all the steel pipe and tube is uses in a year from South Korea, but most of that is oil industry pipe. Manufacturing mills typically cannot increase capacity by 20% in a year. So, this extra demand for tube steel would either cause shortages or increase imports. 

Energy cost just to produce 3 mil tons of steel is enough to power 500,000 homes for 1 year. Energy to produce both steel and concrete probably more than doubles that number.
The money spent is enough to build 70,000 new homes or 500 new high schools.
Gasoline just for all truck deliveries is near 5 million gallons.

The concrete and steel materials gross to 2% of annual US cement production and 1.5% of annual US steel production (for a precast wall), but that represents close to 3% of steel used in construction. (The revised steel barrier reduces precast but increases the steel to 4% of US steel production. It represents 200% of annual tube steel production). About half of all US steel goes into your refrigerators, cars, etc., the other half goes into construction. The materials demand has far more affect than you might think on disrupting normal construction flow. Since it is all localized in one area of the country, the far southwest border, it could potentially represent 20% and 30% of the construction materials capacity in that area of the country, straining the capacity in that area and disrupting the normal volume of construction there for years. This would be detrimental to the rest of the construction industry growth in that area for that period.

This does not address the fact that manufacturing facilities to produce and fabricate the steel and deliver concrete needed at each of the 50 work sites ideally should be spread along this 1000-mile corridor, which is very unlikely. In fact, I suspect it more likely that some locations will not be in close proximity to a materials source, the result either driving cost up or extending duration beyond 4 years, or both. It could require building process plants along the path, for instance, ready-mix concrete batch plants and steel fabrication yards.

The time necessary for land acquisition, design, permitting, environmental study, mass material procurement, construction process planning and mobilization would be many months before construction begins. Although labor availability and the number of sites determines construction duration, 4 years would be a reasonable estimate for construction ONLY IF the 35,000 trades-workers needed can be mobilized simultaneously to 50 job sites, but that is not likely. The 4 years of construction starts when planning, design and permitting are complete. That might take 6 to 12 months.

Construction is experiencing what may be the tightest labor market in over 20 years. Since there are few if any available workers to shift to these new job site locations, we would need to assume much of this work is supported by creating nearly 35,000 new jobs. I looked at the Bureau of Labor Statistics Jobs for metropolitan areas within 100 miles of the border. Several serious problems arise.

In this localized area of the country, along a 1000 mile long 100 mile wide strip, 35,000 construction jobs could potentially be 12% to 15% and possibly as much as 20% expansion of the construction workforce. The maximum 30 yr historical rate of annual construction workforce expansion is 6% nationwide. Normal annual jobs growth is 3% to 4%/year. If one project were absorbing all of the jobs growth in an entire region, there would be no workers available in that region for any other construction activity growth for several years. That’s a major disruption to the local economies of several states.

Such an expansion would be extremely difficult to implement that quickly. The mobilization of 35,000 workers could take a very long time from initial ramping up to full employment, therefore extending the duration to complete the job. Many of these workers could be inexperienced adding further to the project duration. So reaching completion of this work with 35,000 workers would probably take much longer than 4 years. Adding time for planning and more time for ramping up labor, it could be 6 years.

Ramping up then down will soften the blow as the jobs begin to disappear at project completion. It could be pretty hard to generate enough new volume of work to keep all those men working. It will take new volume of $5 billion to $6 billion a year to keep all these workers working.

There’s more to the demand on the workforce to build a border wall, or fence. Let’s look at Texas. In Texas, there are a total of 775,000 construction workers, the 2nd largest construction workforce in the country next to California. But within 200 miles of the border there are only about 100,000 construction workers. Only about 20% of those workers conduct business in earthwork, concrete and steel, the trades required to build this fence. That’s 20,000 workers within 200 miles. Now let’s assume we need enough workers to build 100 miles of steel fence. That’s $2.5 billion of fence. We know that it takes about 5,000 workers a year (5,000 worker-years) to put-in-place $1 billion of construction. So we need to fill 12,500 worker-years or job-years. That could work out to 1,000 jobs for 12.5 years or 12,500 jobs for 1 year. How many jobs get filled determines how long it will take to build 100 miles of fence. Well, there are nowhere near enough workers to fill 12,500 jobs to build a fence along the border. In fact with only 20,000 workers available within 200 miles, taking even 10% of the available workforce to build 100 miles of fence would fill only 2,000 jobs. So this 100 miles of fence would take over 6 years to build. At the same time, for that 6-year period, there could be as much as a 10% shortfall of available workers in sitework, concrete and steel trades everywhere else within 200 miles of the border to fill all other normal workload.

This brief analysis of cost and constructability does not begin to address issues such as, how would a wall be built anywhere along the 1,000 miles of the Rio Grande river, the border between Texas and Mexico, the 4th largest river in the United States. Assuming such a wall must be built on US soil,  a wall would then completely cut off river access from the United States? Or, how would a wall be built through the hundreds of miles of national parks and national wildlife refuges along the border without disrupting natural wildlife migration flow? And, how would it be designed along its 1,000 mile corridor to accommodate drainage across a solid impervious barrier? It seems impractical or at the very least massively environmentally disruptive.

You can see, the logistics would be enormous, impediments loom, adjacent communities would be adversely impacted, the cost is probably far more than the $25 billion estimated and it seems highly unlikely this could ever be completed during the course of a single president’s term.

link to Washington Post interview 1-9-19

link to CNBC interview 1-24-19


2 Comments

  1. edzarenski says:

    Using prisoners would most likely involve; lower productivity due to untrained workers; constructing housing and providing essentially secure room and board near the construction site to alleviate need to transport all workers to/from site daily. Best guess is this could completely offset any saved cost of labor and could potentially vastly increase time to completion.

    Like

  2. fiz says:

    Great analysis. Thank you. I’m not an engineer but did wonder about the practicalities. One thing that could be an idea in terms of workforce – how about getting prisoners to help? They could be deemed as earning their keep rather than having to be paid, and could be recompensed with a reduction in their sentence. Clearly this would only suit those in for non violent offences.

    Like

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