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SAPEM Chapter 2 - Sanral

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South African Pavement Engineering Manual<br />

<strong>Chapter</strong> 2: Pavement Composition and Behaviour<br />

Geotextile<br />

Seal<br />

Split Seal<br />

stone<br />

penetration coat<br />

thin layer of aggregate<br />

tack coat<br />

existing substrate<br />

3 rd layer - stone<br />

penetration coat<br />

2 nd layer - stone<br />

1 st layer stone<br />

tack coat<br />

existing substrate<br />

Choked<br />

Seal<br />

2 nd layer - stone<br />

1 st layer stone<br />

tack coat<br />

existing substrate<br />

Inverted<br />

double<br />

seal<br />

2nd layer - stone<br />

penetration coat<br />

1 st layer stone<br />

tack coat<br />

existing substrate<br />

Graded<br />

aggregate<br />

seals<br />

(Otta)<br />

sand<br />

tack coat<br />

graded aggregate<br />

tack coat<br />

existing substrate<br />

Figure 12. Schematic Illustrations of Seal Types (b)<br />

6.1.2 Rigid Pavements<br />

In South Africa and overseas, a number of concrete<br />

pavement types have been constructed, and are<br />

illustrated in Figure 13. The following types, which<br />

differ only by the crack control criteria, are the most<br />

common concrete road pavements in South Africa.<br />

Jointed unreinforced (plain) concrete<br />

Continuously reinforced concrete pavement<br />

(CRCP)<br />

Ultra-thin concrete pavement (UTCP)<br />

Concrete Pavements<br />

Good references for concrete pavements are:<br />

Fulton’s Concrete Technology. 2009. 9th edition,<br />

Cement & Concrete Institute.<br />

Concrete Road Construction. 2009. Cement and<br />

Concrete Institute (C&CI).<br />

In <strong>SAPEM</strong>, concrete pavements are discussed in:<br />

<strong>Chapter</strong> 3, Materials Testing: Section 5.1<br />

<strong>Chapter</strong> 4, Standards: Section 5.1<br />

<strong>Chapter</strong> 9, Materials Utilisation and Design:<br />

Section 12<br />

<strong>Chapter</strong> 10, Pavement Design, Sections 2.2 and 8<br />

<strong>Chapter</strong> 12, Construction Equipment and Method<br />

Guidelines: Sections 2.9, 3.12 and 4.2<br />

<strong>Chapter</strong> 13, Quality Management: Section 8<br />

<strong>Chapter</strong> 14, Post-Construction, Section 3.2<br />

Section 6: Pavement Types<br />

Page 17

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