<?xml version="1.0" encoding="UTF-8"?><toc><section id="foreword.nat"><title>Vorwort</title><section id="sub-d16919700e255"><title>Änderungen</title></section><section id="sub-d16919700e276"><title>Frühere Ausgaben</title></section></section><section id="sub-1"><label>1</label><title>Anwendungsbereich</title></section><section id="sub-2"><label>2</label><title>Normative Verweisungen</title></section><section id="sub-3"><label>3</label><title>Begriffe</title><section id="sub-3.1"><label>3.1</label><title>Tennenfläche</title></section><section id="sub-3.2"><label>3.2</label><title>Baugrund</title></section><section id="sub-3.3"><label>3.3</label><title>Untergrund</title></section><section id="sub-3.4"><label>3.4</label><title>Unterbau</title></section><section id="sub-3.5"><label>3.5</label><title>Erdplanum</title></section><section id="sub-3.6"><label>3.6</label><title>Oberbau</title></section><section id="sub-3.7"><label>3.7</label><title>ungebundene Tragschicht</title></section><section id="sub-3.8"><label>3.8</label><title>Dynamische Schicht</title></section><section id="sub-3.9"><label>3.9</label><title>Tennenbelag</title></section></section><section id="sub-4"><label>4</label><title>Anforderungen</title><section id="sub-4.1"><label>4.1</label><title>Baugrund</title></section><section id="sub-4.2"><label>4.2</label><title>Erdplanum</title></section><section id="sub-4.3"><label>4.3</label><title>Filterstabilität</title></section><section id="sub-4.4"><label>4.4</label><title>Ungebundene Tragschicht</title></section><section id="sub-4.5"><label>4.5</label><title>Bauweise ohne Tragschicht</title></section><section id="sub-4.6"><label>4.6</label><title>Dynamische Schicht (Zwischenschicht)</title></section><section id="sub-4.7"><label>4.7</label><title>Tennenbelag für Spielfelder und Leichtathletikanlagen</title></section><section id="sub-4.8"><label>4.8</label><title>Tennenbelag für Tennisfelder</title></section><section id="sub-4.9"><label>4.9</label><title>Bewässerungseinrichtungen</title></section></section><section id="sub-5"><label>5</label><title>Prüfungen</title><section id="sub-5.1"><label>5.1</label><title>Allgemeines</title></section><section id="sub-5.2"><label>5.2</label><title>Baugrund</title><section id="sub-5.2.1"><label>5.2.1</label><title>Voruntersuchungen</title></section><section id="sub-5.2.2"><label>5.2.2</label><title>Kontrollprüfungen</title></section></section><section id="sub-5.3"><label>5.3</label><title>Ungebundene Tragschicht</title><section id="sub-5.3.1"><label>5.3.1</label><title>Eignungsprüfungen</title></section><section id="sub-5.3.2"><label>5.3.2</label><title>Kontrollprüfungen</title></section></section><section id="sub-5.4"><label>5.4</label><title>Dynamische Schicht (Zwischenschicht)</title><section id="sub-5.4.1"><label>5.4.1</label><title>Eignungsprüfungen</title></section><section id="sub-5.4.2"><label>5.4.2</label><title>Kontrollprüfungen</title></section></section><section id="sub-5.5"><label>5.5</label><title>Tennenbelag für Spielfelder, Leichtathletikanlagen und Tennisfelder</title><section id="sub-5.5.1"><label>5.5.1</label><title>Eignungsprüfungen</title></section><section id="sub-5.5.2"><label>5.5.2</label><title>Kontrollprüfungen</title></section></section></section><section id="sub-6"><label>6</label><title>Prüfverfahren</title><section id="sub-6.1"><label>6.1</label><title>Allgemeines</title></section><section id="sub-6.2"><label>6.2</label><title>Bestimmung der Korngrößenverteilung</title></section><section id="sub-6.3"><label>6.3</label><title>Proctorversuch</title></section><section id="sub-6.4"><label>6.4</label><title>Bestimmung des Verdichtungsgrades</title></section><section id="sub-6.5"><label>6.5</label><title>Bestimmung des Verformungsmoduls</title></section><section id="sub-6.6"><label>6.6</label><title>Bestimmung der Wasserdurchlässigkeit</title><section id="sub-6.6.1"><label>6.6.1</label><title>Wasserdurchlässigkeit von Baugrund, Trag- und Dynamischer Schicht</title><section id="sub-6.6.1.1"><label>6.6.1.1</label><title>Allgemeines</title></section><section id="sub-6.6.1.2"><label>6.6.1.2</label><title>Geräte</title></section><section id="sub-6.6.1.3"><label>6.6.1.3</label><title>Durchführung</title></section><section id="sub-6.6.1.4"><label>6.6.1.4</label><title>Auswertung</title></section></section><section id="sub-6.6.2"><label>6.6.2</label><title>Wasserdurchlässigkeit des Tennenbelages</title><section id="sub-6.6.2.1"><label>6.6.2.1</label><title>Geräte</title></section><section id="sub-6.6.2.2"><label>6.6.2.2</label><title>Probenvorbereitung</title><section id="sub-6.6.2.2.1"><label>6.6.2.2.1</label><title>Probenarten</title></section><section id="sub-6.6.2.2.2"><label>6.6.2.2.2</label><title>Trockenaufbereitung</title></section><section id="sub-6.6.2.2.3"><label>6.6.2.2.3</label><title>Strukturaufbereitung</title></section></section><section id="sub-6.6.2.3"><label>6.6.2.3</label><title>Prüfkörperherstellung</title></section><section id="sub-6.6.2.4"><label>6.6.2.4</label><title>Durchlässigkeitsversuch</title></section><section id="sub-6.6.2.5"><label>6.6.2.5</label><title>Auswertung</title></section></section></section><section id="sub-6.7"><label>6.7</label><title>Bestimmung der Oberflächenscherfestigkeit</title><section id="sub-6.7.1"><label>6.7.1</label><title>Geräte</title></section><section id="sub-6.7.2"><label>6.7.2</label><title>Durchführung</title></section><section id="sub-6.7.3"><label>6.7.3</label><title>Auswertung</title></section></section><section id="sub-6.8"><label>6.8</label><title>Bestimmung der Frostbeständigkeit des Tennenbelages</title><section id="sub-6.8.1"><label>6.8.1</label><title>Geräte</title></section><section id="sub-6.8.2"><label>6.8.2</label><title>Durchführung</title></section></section><section id="sub-6.9"><label>6.9</label><title>Bestimmung der Verschleißbeständigkeit</title><section id="sub-6.9.1"><label>6.9.1</label><title>Verschleißbeständigkeit der Dynamischen Schicht</title><section id="sub-6.9.1.1"><label>6.9.1.1</label><title>Geräte</title></section><section id="sub-6.9.1.2"><label>6.9.1.2</label><title>Durchführung</title></section><section id="sub-6.9.1.3"><label>6.9.1.3</label><title>Auswertung</title></section></section><section id="sub-6.9.2"><label>6.9.2</label><title>Verschleißbeständigkeit des Tennenbelages</title><section id="sub-6.9.2.1"><label>6.9.2.1</label><title>Geräte</title></section><section id="sub-6.9.2.2"><label>6.9.2.2</label><title>Durchführung</title></section><section id="sub-6.9.2.3"><label>6.9.2.3</label><title>Auswertung</title></section></section></section><section id="sub-6.10"><label>6.10</label><title>Bestimmung des Kalk-, Eisenzerfalls</title></section><section id="sub-6.11"><label>6.11</label><title>Prüfung der Schichtdicke</title></section><section id="sub-6.12"><label>6.12</label><title>Prüfung von Gefälle und Höhenlage</title></section><section id="sub-6.13"><label>6.13</label><title>Prüfung der Ebenheit</title></section></section><section id="sub-7"><label>7</label><title>Fertigstellung, Fertigstellungspflege</title><section id="sub-7.1"><label>7.1</label><title>Fertigstellung, abnahmefähiger Zustand</title></section><section id="sub-7.2"><label>7.2</label><title>Fertigstellungspflege</title></section></section><section id="sub-8"><label>8</label><title>Inbetriebnahme</title></section><section id="sub-9"><label>9</label><title>Unterhaltungspflege</title></section><section id="sub-a"><label>Anhang A</label><title>Prinzip der Gefällerichtung für die Oberflächen des Erdplanums sowie der einzelnen Schichten des Oberbaus von Tennenflächen (informativ)</title></section></toc>