Are Foundation Cracks Really a Problem?
A foundation holds a house up off the ground. That is the purpose of a foundation. Foundations also resist earthquakes.
Practically all old foundations are cracked because as soil expands and contracts, the brittle concrete cracks. This happens even if the soil expands only an inch or two.
People ask me about cracks all the time, thinking they are a serious concern. This is not the case.
What Do Foundations Do in Earthquakes?
The second thing a foundation does is resist earthquakes forces. If segments of the foundation are in bad shape, or parts are completely missing, it probably does not matter. This is the case so long as there is enough good foundation to attached the house to.
It is very rare for a foundation to be in bad enough shape to warrant replacement. Similarly, rarely does it make sense to replace a segment of deteriorated foundation. Most houses have an adequate amount of good foundation.
This is also borne out by tests done by the Structural Engineer’s Association which evaluated concrete with a quality rating as low as 1500 psi. Their tests concluded: “The difference in the strength of the concrete did not appreciably affect the performance of the foundation anchorage systems (Bolts) which work with new foundations just as effectively as with weaker concrete (psi). The predominant failure mechanism was the wood sill plate in both the good and weak concrete foundations.”
The California Existing Building Code
The California Existing Building Code assumes old concrete is 1500 psi concrete, which is exactly what the structural engineers tested. Therefore, unless tests show otherwise, we can assume that the existing concrete will perform quite well in a retrofitted house. Please scroll down this page until you see section Table A4-A and look at item number 3.1.
More on Foundation Cracks
Extreme expansion and contraction of soil can cause severe foundation cracks. Floors become uneven and cracks appear in stucco and plaster walls. Doors often stick in different seasons, existing cracks in the plaster or sheet rock walls seem to get larger and smaller. Once repaired they simply return a few months later as the weather changes. In this article you can read more here about expansive soils .Historic building preservation structural engineer Nels Roselung wrote an excellent article on settling and foundation cracks .
If you see a half inch crack, it means the foundation heaved upward or sunk downward half an inch.
Expansive Soils Settling
Hold both ends of a pencil and snap it in two in an upward direction. This is similar to the upward expansion of soil under a foundation that causes it to crack. This is called soil expansion. Snap it in a downward direction. That is equivalent to downward pressure caused by the weight of the house on the foundation and is called foundation settlement. Foundation cracks occur in the same way. They are a normal part of settling and expansion.
This is How Foundations Resist Earthquakes
Earthquake forces put the foundation concrete in compression (pushing on the sides, not pulling up or pushing down). Concrete can resist a tremendous amount of force when put in compression. Imagine pushing a pencil on both ends towards the center. This is compression in action. No matter how hard you push, the pencil will not break.
Foundation Made With Salt Water
Some foundations in the San Francisco Bay Area have minimal amounts of mortar, used contaminated water from the bay, are made of brick, or have other very serious structural issues that need to be addressed before a retrofit is performed. In these cases the foundation must either be replaced or supplemented with segments of good foundation.
Old Foundations and Retrofit Foundation Bolts
Use some common sense. Do not put bolts near cracks.
Foundation settling and cracks are completely normal. Most of the Bay Area, especially in the flat lands, has soil with a great deal of clay in it. Clay soil expands when it is wet and shrinks or settles when it is dry. This expansion pushes up on the foundation causing the house to move upward slightly while dry soil causes the foundation to settle. The weight of the house itself is not always evenly distributed along the foundation such that a heavier portion, or a portion under softer soil, will sink.
The heaving and sinking causes foundation cracks and over time the house settles into the clay. If the settling on one side of the house is more than on another you will see uneven floors.
Rotation is caused when the outer side of the foundation is saturated with moisture while the soil in the crawl space is dry. When the house was built, its weight pressed evenly on the inside and outside of the foundation. When the soil on the outside becomes soft and saturated the foundation starts to sink on the outside edge. This causes the outside edge of the foundation sink into the ground and the inside edge pull up. This has ZERO impact on a foundation’s ability to hold a house up off the ground or its ability to perform in an earthquake.
Steel in New Foundations Prevents Cracking
The purpose of putting steel reinforcement into a foundation is to add tensile strength to the concrete. Steel has tremendous tensile strength. Concrete is the other way around, it has tremendous compression strength (after all, it is basically composed of rock), but its tensile strength is weak. In the image below “load” means weight of the house on the foundation.
If steel in placed in the foundation to prevent the concrete from bending, in other words it resists tension, the concrete should not settle or crack.
More on Reinforcing Steel
Long rods of steel are placed in the foundation ditch as shown by the red arrow before being filled with concrete. Reinforcing steel has been a building code requirement since July of 1997 and gives concrete tension resistance. Tension strength is important when resisting the force of gravity or expansion and shrinking of the soil. Foundation bolts put the concrete in tension which is an inherent strength of concrete. In other words, not having rebar in a foundation from a retrofit point of view is not a big deal.
- R403.1.3 Seismic reinforcing. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing.
A Retrofit Foundation-the concrete above ground is for more mass. Here we are looking at it from the end.
Basic House Foundation Requirements
1809.4 Depth and width of footings.
The minimum depth of footings below the undisturbed ground surface shall be 12 inches (305 mm). The minimum width of footings shall be 12 inches.
1809.7 Prescriptive footings for light-frame construction.
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c
|NUMBER OF FLOORS SUPPORTED BY THE FOOTING||WIDTH OF FOOTING (inches)||THICKNESS OF FOOTING (inches)|
The ground under the floor shall be permitted to be excavated to the elevation of the top of the footing.
Here you will find the complete code citation.
In order to figure out how much concrete you will need, you multiply the length of your ditch by the width and the depth using this conversion tool.
R403.1.3.1 Foundations with stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the footing.
Table R611.5.4.(1) requires Grade 60 rebar to have a lap splice as follows:
#4 Bar – Lap Splice shall be 30-inches
#5 Bar – Lap Splice shall be 38-inches
#6 Bar – Lap Splice shall be 45-inches
Preventing Decay to the Cripple Wall
R319.1 Location required. Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated.
- All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 inches (203 mm) from the exposed ground.
- Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152 mm) from the ground.
R319.1.2 Ground contact. All wood in contact with the ground,
R319.1.1 Field treatment. Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4.
R319.1.4 Wood columns. Wood columns shall be approved wood of natural decay resistance or approved pressure-preservative-treated wood.
R319.3 Fasteners. Fasteners for pressure-preservative and fire-retardant-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper.
- One-half-inch (12.7 mm) diameter or larger steel bolts.
- Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc- coated steel with coating weights in accordance with ASTM B 695, Class 55, minimum.