Chance Technical Design Manual

corrosion rates for these two sites will be used to estimate the life of the Type SS helical pile shaft material.

LOSS PER YEAR (oz/ft 2 )

EXPOSURE DURATION (years)

WEIGHT LOSS (oz/ft 2 )

2.1

2.4

1.143

ALLOWABLE STEEL LOSS: Based on the loss of 1/8” thickness of the helical pile shaft, cal culate the allowable steel loss (ASL) in terms of weight per unit area:

4.0

3.0

0.750

5.9

3.4

0.576

7.9

3.6

0.456

12.0

5.9

0.492

= (0.125 in) (0.283 lb/in 3 ) (16 oz/lb) = (0.566 oz/in 2 ) (144 in 2 /ft 2 ) = 81.5 oz/ft 2

ASL

17.6 0.460 The average loss per year is 0.65 oz/ft 2 . Note that as the dura tion of exposure increases, the material loss per year generally decreases. HELICAL PILE SHAFT LIFE: To determine the helical pile shaft’s service life (SL), the allow able steel loss is divided by the average loss per year. 8.1

AVERAGE METAL LOSS PER YEAR: From Site #5: (Dublin Clay Adobe)

LOSS PER YEAR (oz/ft 2 )

EXPOSURE DURATION (years)

WEIGHT LOSS (oz/ft 2 )

= (81.5 oz/ft 2 ) / (0.65 oz/ft 2 ) = 125.4 years

SL

1.9

1.4

0.737

CORROSION

4.1

2.2

0.585

6.2

4.8

0.774

TOTAL ZINC COATING LOSS: Chance ® Civil Construction helical anchors/piles are already provided hot dip galvanized per ASTM A153. The coating thick ness for ASTM A153 class B = 1.8 oz/ft 2 . From Romanoff, NBS Circular #579, Page 110, Table 65 gives the following average loss rates for site #2 soils.

8.1

5.2

0.642

12.1

5.4

0.446

17.5 0.474 The average metal loss per year is 0.61 oz/ft 2 . Note that as the duration of exposure increases, the material loss per year gen erally decreases. PILE SHAFT LIFE: To determine the pile shaft service life (SL), the allowable steel loss is divided by the average loss per year: 8.3

LOSS PER YEAR (oz/ft 2 )

EXPOSURE DURATION (years)

WEIGHT LOSS (oz/ft 2 )

9.92

0.44

0.044

ESTIMATED LIFE OF ZINC: 1.8 oz/ft 2 / 0.044 oz/ft 2 = 40.9 years Total Estimated Service Life of Helical Pile Shaft: 125.4 + 40.9 = 166.3 years SUMMARY: Total estimated service life of helical pile shaft in Site #5 soils = 140.5 years Total estimated service life of helical pile shaft in Site #2 soils = 166.3 years These calculations are an estimate of the service life only (1/8” material loss from shaft) and are based upon loss rates ob tained from Romanoff’s disturbed soil sites. It is generally ac cepted that the majority of any corrosion will occur at or near the surface. Therefore, it is very likely that helical pile shaft metal loss will control the design. In the event the estimated service life does not meet the design requirements, one option is to use a larger sized helical pile shaft.

= (81.5 oz/ft 2 ) / (0.61 oz/ft 2 ) = 133.6 years

SL

TOTAL ZINC COATING LOSS: Chance ® Helical Piles/Anchors are typically provided already hot dip galvanized per ASTM A153. The coating thickness for ASTM A153 class B = 1.8 oz/ft 2 . From Romanoff, NBS Circular #579, Page 110, Table 65 gives the following average loss rates for Site #5 soils:

LOSS PER YEAR (oz/ft 2 )

EXPOSURE DURATION (years)

WEIGHT LOSS (oz/ft 2 )

10.17

2.66

0.262

Estimated Life of Zinc: 1.8 oz/ft 2 / 0.262 oz/ft 2 = 6.9 years Total Estimated Service Life of Helical Pile Shaft: 133.6 + 6.9 = 140.5 years From Romanoff Site #2 (Bell Clay):

DESIGN EXAMPLE 2:

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