Backlog |
Definition |
Units | ||
Bus Shelters |
The following represents a bus shelter backlog: 1. No shelter-type structures erected and maintained for a mass transit district, transportation district or any other public transportation agency for the use and convenience of the customers of said district or agency. 2. A shelter cannot accommodate 10-15 passengers 3. The structure is not appropriate (e.g. it should have metal sheeting for the roof cover and side cladding; seating can also be manufactured as part of the shelter structure. |
Number |
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Taxi Ranks |
Taxi rank backlogs are defined as those official ranks catering to more than 100 passengers a day through at least 12 of the 24 hours and lacks taxi rank facilities (seats, overhead cover/shelter for commuters, paving/interlocking blocks, ablution blocks, hawker stalls, high mast lights, waste disposal, washing bay, workshops etc.) Lacks the following: o 2,5m wide lanes where taxis will line up to pick up passengers o Islands between the lanes with the typical width of 1,5m o An open parking area for waiting taxis during off peak periods o Sufficient maneuvering space at the entrance and exit sections of the lanes and shall be typically be 10.0m at both end |
Number |
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Sidewalks |
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Gravel sidewalk |
Backlog is represented by the following: 1. Route not leveled and all plant material or other debris not removed 2. Not constructed/Lacks the following: o Top of the reworked surface shall be 150mm lower than the top of the kerb or the road level o The imported gravel shall be at least G7 quality and shall be compacted to 93% modified AASHTO density o Surface graded 1:100 towards the road in the case where no side channels are present in the streets. Where side channels are provided the surface shall be graded at 1:100 towards the side channels. |
Km |
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Paved sidewalk |
Backlog is represented by the following: 1. Route not leveled and all plant material or other debris not removed 2. Not constructed/Lacks the following: o Top of the reworked surface shall be 180mm lower than the top of the kerb or the road surface, o The in-situ material shall be compacted to provide even surface before a 100mm thick layer of imported gravel is placed. o The imported gravel shall be at least G5 quality and shall be compacted to 93% modified AASHTO density o The bedding sand layer of the of approximately 25 to 30mm shall be placed on and 50mm thick paving blocks shall then be packed in a suitable pattern to form the sidewalk o The outer edge shall be restrained with either concrete garden kerbs or a concrete edge strip. o The surface shall be graded at 1:100 towards the road in the case where no side drains are present. Where side drains are present the surface shall be graded at 1:100 towards the side drain. |
Km |
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Tarred |
No definition available yet. |
Km |
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Pedestrian Bridges |
No definition available yet. |
Km |
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