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All excavations 8 feet or less in depth which have unsupported vertically sidded lower portions shall have a maximum vertical side of 3-1/2 feet. The slope is still 3/4:1 Cast-in-place concrete.

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While supported by the transporters at the first interior bottom panel points 3/4 and 9/10, meers 2 and 11 were in tension so they were prestressed to about 560 kips, in the case of 11. The cantilever created about 250 kips tension in 11 so it remained under about 310 kips compression.

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Kerb (SABS 927 fig 3) 150 x 300mm high with 500 x 150mm reinforced concrete base and 150 x 150 x 300mm unreinforced concrete haunching at back of each joint including excavation, backfilling, etc

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concrete slab and prestressed box beam bridges this distance should be 1’-6” [450 mm]. 204.3 ABUTMENT TYPES Preference should be given to the use of spill-thru type abutments.

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Table 4.22 Acceptable forms of construction (NCC Table 3.8.6.2)73 Table 5.1 Protection of Class 1 buildings82 Table 5.2 Protection of Class 1 buildings83