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-Repainted (I ruined it with green and red paint)
-Added new horizontal grip
-Used a nylon washer instead of nylon nut
-Added Electrical tape to cover the opening
Handle on a gate with Snail vine..
Diamond Creek, Melbourne
My work can be viewed at
Independent road safety report for work contracted by the Ministry of Transportation (MOT) in BC for the area of Creekside
to Nodic on HWY 99 on February 18, 2009 in Whistler BC Canada. Highway improvements handled by Alpine Paving principal
contracted by the Ministry of Transportation of BC. Highway maintenance handled by Maindroads Howe Sound Contracting.
Some photos are of the upgrades and others are of the current road state in general. You can tell which one is which by
the side of the road who is responsible for that specific section. In a photo facing the village, the right hand side of
the road is upgraded by Alpine Paving and both sides are maintainded by Mainroads Howe Sound Contracting.
Use a Twoonie to measure the depths when you see one in some photos.
This section of road is from Creekside to Nordic and has not been worked on yet by Alpine Paving the upgrade contractor.
The maintenance is handled from day to day by Mainroads Howe Sound Contracting in conjunction with MOT.
It is the recommendation of the report as follows:
1. Fix Road Drop Offs along North side of road near Nordic entrance
2. Increase road markings to warn motorists of upcoming end of lane road junction approximately 900 meters after lights at Creekside
3. Re-pave the road lines. Missing road lines both white and yellow are extremely dangerous at Nordic entrance. No white line to mark edge of road found at over 50% of area.
Please refer to section 8.5.15 Drop Offs of the government document titled MOT Traffic Management Guidelines linked below that applies to construction zones.
www.th.gov.bc.ca/publications/eng_publications/geomet/tra...
8.5.15 Drop-offs - MOT Traffic Management Guidelines
The Proponent shall conduct all operations to minimize any drop-offs (abrupt changes in
roadway elevation) left exposed to traffic during non-working hours. Unless otherwise
specified in the Traffic Control Plan, drop-offs left exposed to traffic during non-working
hours shall be delineated as follows:
ā¢ Drop-offs up to 60 millimetres, unless otherwise specified on the Traffic Control
Plan, may remain exposed with appropriate traffic control devices alerting
motorists of the condition. However, no drop-offs shall be allowed between
adjacent lanes of traffic.
ā¢ Drop-offs more than 60 millimetres that are in the roadway or shoulder shall be
delineated with appropriate traffic control devices and further delineated as
indicated in 3(c) below.
ā¢ Drop-offs more than 60 millimetres, but not more than 300 millimetres, that are
not within the roadway or shoulder shall be delineated with appropriate traffic
control devices and further delineated by having one of the following:
a) A wedge of compacted stable material (25 mm well-graded crushed base
course aggregate or better) placed at a slope of 4:1 or flatter.
b) Channelizing devices (Type 1 barricades, plastic safety drums, or other
devices one meter or more in height) placed along the traffic side of the dropoff
and a new edge of pavement stripe placed a minimum of two (2) metres
from the drop-off. Appropriate traffic control devices shall be placed in
advance of and throughout the drop-off treatment.
c) Temporary concrete barrier or other approved barrier installed on the traffic
side of the drop-off with 300 millimetres between the drop-off and the back of
the barrier and a new edge of pavement stripe a minimum of 500 millimetres
from the face of the barrier. An approved terminal, flare or impact attenuator
shall be required at the beginning of the section. For night use, the barrier
shall have reflective markers and/or warning lights.
This document linked below outlines the BC MOT TAC Rural Undived highway build specifications for a normal non-consruction zone.
www.th.gov.bc.ca/publications/eng_publications/geomet/TAC...
Please refer to reference measurement information linked below.
www.mint.ca/store/mint/learn/circulation-currency-1100028
$2 Dollar CAN Coin 1996 to date
Diameter (mm): 28
Thickness (mm): 1.8
60 mm according to design specification section 8.5.15 of MOT Traffic Management Guidelines dived by a 28 mm coin measurement is 2.14.
In the photos below an overall depth calculation beyond a 2.14 measurement in coins as reference is in default of the MOT Traffic Management Guidelines
minimum build specifications.
Airtran's (old and kind of scary) 717 fleet has these weird lights under the overhead bins that only light up when the main cabin lights are off