MIL-HDBK-1110
Page
5.6.2
Steel Water Distribution Lines.............. 53
5.7
Communication Towers and Other Tall
Structures.................................. 53
5.7.1
New Towers.................................. 54
5.7.1.1
New Galvanized Steel Towers................. 54
5.7.1.2
New Thermally Sprayed Steel Towers.......... 55
5.7.1.3
New Steel Towers............................ 55
5.7.2
Existing Towers............................. 55
5.7.2.1
Towers With Only Cosmetic Coating Defects... 56
5.7.2.2
Zinc-Coated Steel Tower Components With
Deteriorated Organic Coatings............... 57
5.7.2.3
Steel Tower Components (With No Zinc
Coating) With Damaged Organic Coating....... 57
5.7.3
Galvanized Steel Guy Lines for Towers....... 58
5.8
Waterfront Structures....................... 58
5.9
Hydraulic Structures and Appurtenant Works.. 58
5.10
Factory Finished Metal Siding............... 59
5.11
Chain Link Fences........................... 59
5.12
Hot Steel Surfaces.......................... 59
5.13
Concrete Fuel Tanks......................... 59
5.14
Concrete Swimming Pools..................... 60
5.15
Concrete Catchment Basins................... 61
5.16
Chemically Resistant Finishes for Concrete
Floors...................................... 61
5.17
Slip-Resistant Floors....................... 62
5.18
Fouling-Resistant Coatings.................. 62
5.19
Mildew-Resistant Coatings................... 62
5.19.1
Factors Affecting Mildew Growth............. 62
5.19.2
Use of Mildewcides in Paints................ 63
5.19.3
Removal of Mildew........................... 63
5.20
Pavement Markings........................... 63
5.20.1
Painted Markings............................ 64
5.20.1.1
Specifications for Marking Paints........... 64
5.20.1.2
Specification for Reflective Glass Beads.... 65
5.20.1.3
Application of Painted Markings............. 65
5.20.1.4
Inspection of Marking Operation............. 66
5.20.2
Alternative Markings........................ 71
5.21
Wooden Floors............................... 71
6.1
Introduction................................
72
6.1.1
Selection Factors...........................
72
6.1.2
Specification Procedure.....................
72
6.1.3
Section Organization........................
72
6.2
Repair of Surfaces..........................
73
6.2.1
Joints, Cracks, Holes, or Other Surface
Defects.....................................
73
viii
Previous Page
