Summary of amendments

Transcription

1 CoPTTM 4 th Edition Briefing for Traffic control devices manual Part 8 CoPTTM Summary of amendments

2 The review 1,714 items of feedback 4 working parties o o o o TMP TSL Audit Mobile operations Reference group Industry Review Group

3 The highlights CoPTTM now section 8 of TCD manual Reinstated notification of changes LRS now in CoPTTM Update notes & technical notes included 4 th Edition available o electronically (now Sections A,B and C D and E are with NZTA communications team) o and in print ( late April) Electronic version (PDFs) open with menu for browsing

4 Electronic version (PDFs)

5 The highlights Print versions o Set of wire bound sections in a holder o A5 size L1 Field book

6 Sections of CoPTTM Section Name Section A Introduction and general Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Previously section H appendices Section F Level 1 example layouts Previously section E Section G Level 2 example layouts Previously section F Section H Level 3 example layouts Previously section G Section I Special activities New section Section J Level 1 Field book New section

7 Questions

8 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

9 A4 Levels of roads Level LV (AADT of less than 500vpd) Low volume/low risk (AADT of less than 250vpd) Level 1 (AADT of up to 10,000vpd) Level 2 (AADT of over 10,000vpd) Level 3 (Motorways and expressways over 75km/h)

10 A5.5 Traffic management coordinator TMC responsibilities now similar to engineer

11 A5.8.4 Responsibilities of STMS on level LV and level 1 roads Travel time of STMS from unattended worksite Extract from CoPTTM Level of road Attended worksite delegated to a TC Unattended worksite Level 1 Level LV 30 minutes travel time of each worksite 60 minutes travel time of each worksite 60 minutes travel time of each worksite 120 minutes travel time of each worksite The STMS must limit the number of unattended worksites they are responsible for subject to their ability to satisfactorily perform all their duties to the required standards at all times.

12 A5.8.5 Responsibilities of STMS on level 2 & 3 roads When the level 2/3 STMS must be onsite The STMS must be present at an attended worksite at all times except during a drive through when the STMS may need to leave the worksite to gain access to the front of the worksite. In this case the STMS may be away from the worksite for up to 30 minutes.

13 A5.8.5 Responsibilities of STMS on level 2 & 3 roads Exceptions to this rule are as follows: An STMS is permitted to control up to four attended shoulder closure worksites on level 2 and level 3 roads at any one time subject to the following: o o o o an STMS remains within 30 minutes of all worksites a person with a minimum qualification of STMS-NP is present and takes charge of TTM at each attended worksite that STMS-NP must have been briefed by the STMS and the briefing documented the STMS must be present for the set up, alteration and removal for each of the worksites.

14 A5.8.5 Responsibilities of STMS on level 2 & 3 roads Mobile operations on level 2 roads On level 2 roads where all activity is at least two metres clear of the edgeline, an STMS-NP may take the role of an STMS and set up, maintain, alter and remove TTM under the following conditions: o o the STMS must brief the STMS-NP in charge of the operation on the TTM requirements all the above actions must be documented by the STMS.

15 A5.9 Traffic controller TC responsibilities now listed separately Extract from CoPTTM

16 A6.4 Certification and registration Updated training process and clarified ROPE for Level 2/3 STMS Requalification via a ROPE is a privilege - not a right Extract from CoPTTM Extract from CoPTTM ROPE This form must contain the details of six closures completed while the practicing STMS held their qualification. The six closures must be carried out in the nine months preceding submission of the ROPE application Non-conformance Applicants who have received a non-conformance, or who have an unsatisfactory report may not be considered for ROPE. However if a non-conformance report is followed by a 12 month period of satisfactory performance the ROPE may still be allowed

17 A7 Traffic management plans Changes to approvals procedure to allow for: STMS self-approval of TMP if permitted by the RCA Short and full TMPs Extract from CoPTTM Type of form TMP Short form TMP Full form When to use Complete short form if simple activity and the RCA allows use of the form Use full form for activities involving a number of phases and/or delays (eg resealing, shoulder widening, road reconstruction)

18 TSL Approval of temporary speed limits The temporary speed limit (TSL) approval is now on the TMP Includes when, where and what TSL is to be applied On-site record Important to fill in on-site record as speed setting rule states that when TSL signs are installed the speed limit applies

19 Can use company documentation if it includes the same information Recording worksite set-up, maintenance and removal Record placement and removal of TSL Retain for 12 months

20 A7 Traffic management plans Level 1 STMS delegated authority (situations for TMC approval) Even if delegated self-approval, the STMS must submit TMP for approval in the higher risk situations A list of higher risk situations is provided Each RCA can declare its own situations Level 1 Copy of TMP kept for one year If the TMP has been approved by the STMS under delegated authority, a copy of the TMP must be kept for one year

21 A7 Traffic management plans Engineering exception decisions EED statement must describe What the problem is: o o road environment constraint CoPTTM requirements. Why CoPTTM-compliant TTM should not be installed How safety will be ensured

22 A7 Traffic management plans Forwarding Generic EEDs to NZTA Site specific EEDs can be approved by the TMC/engineer For state highways any generic EEDs must be approved by NZTA National Office Generic EEDs for other RCAs may also be submitted for information and guidance

23 Generic TMP (GTMP) Notify the TMC Prior to using the GTMP notify the TMC of: o GTMP number o Diagram(s) being used o Location o Date and time of the works to be undertaken. Actions on site Each time a GTMP is used: o Check that the diagram used is appropriate for the site o Complete the onsite record

24 A7.5.2 Checking process for generic TMPs Must be completed prior to set up of a worksite using a generic TMP STMS must select the correct diagram(s) for the worksite STMS in charge and delegated TC sign the form before worksite is set up

25 A8 TTM audit procedures New section which includes introduction to audit procedures Full and short audit (forms in Section E) Extract from CoPTTM Full audit Attended and unattended static worksites. Semi-static activities. Mobile and inspections activities. Day-time and night-time activities. Short audit Attended and unattended static worksites. Day-time and night-time activities. Not for Semi-static activities. Mobile and inspections activities. Note: The short audit form must be supplemented with additional information if awarding a Notice of non-conformance

26 Questions

27 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

28 B1 Signs New size for L1 supplementary plate. Was 950mm. Now 900mm to suit manufacture 900mm Old size is still valid

29 B1 Signs Extract from CoPTTM Sign name Sign reference Old sign reference Illustration Requirements for use Road works Level LV and level 1 Road works Level 2 and 3 T1A T1B TW - 1A TW-1B This sign is erected at all attended worksites. The sign is also used at unattended worksites where there are hazards within 5m of the edgeline. An authorised supplementary sign may be used.

30 B1 Signs Extract from CoPTTM Sign name Sign reference Old sign reference Illustration Requirements for use Road works NEW SEAL TR31 TW This supplementary plate is used with a T1A/B sign to indicate sealing operations and a newly sealed surface while it is susceptible to damage by motor traffic. It is used with a T1A/B advance warning sign.

31 B1 Signs Must use two numbers (1 for major sign, 1 for supplementary plate) T1A/TR31

32 B Warning signs The minimum size for a supplementary plate with a double line is: T1A=500mm T2A=450mm 900mm TEMPORARY supplementary plate Minimum 900mm x 300mm (TCD rule allows a minimum of 800mm x 250mm. This size is not recommended as it will not fit stands)

33 B1 Signs (new signs) Uneven surface Diverge Stop / slow paddle TR4 TL1 RP4 RP42 RP41 RP61 RP62

34 B2 Double stacking of cones In locations where high-wind speed is a concern, cones may be either: ballasted with sandbags, as per B1.3.4 Sign stands and supports, or stabilized using light weight short flexible connecting strips. The cone and the stabilizing strip must not exceed 7.0kgs in weight.

35 B2 Delineation devices Cone Bars Used to provide a channel for pedestrians Only at attended worksites Must not be used to replace a safety fence

36 B2 Delineation devices

37 B2 Delineation devices Tubular delineation size reaffirmed Must be at least 100mm wide when viewed from any approach

38 B3 High-visibility garments AS/NZ 4602 standard includes wet/dry requirements High visibility garments must meet wet standard Effective date 31st January 2014 Existing garments compliant until then

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41 B3.6 Optional illuminated attachments Approved illuminated attachments may be added to a high visibility garment The wearer must be aware that its performance is limited and that they will only be visible when positioned within the driver s line of sight Illuminated attachments must be approved by NZTA prior to being marketed for use

42 B5 Portable traffic signals Register of compliant systems on NZTA website TMP must include details of the system (manufacturer and model description/number)

43 B6 Safety fences Plastic water-filled fences and barriers that do not comply with M23 must NOT be used as barriers Can be used as Safety Fences providing they comply with rules for Safety Fences Must be separated from any live lane by a min of 1m and a row of cones.

44 B7.1.3 Colour Barricades must be: a fluorescent orange colour that conforms to the chromaticity co-ordinates in table 2.1 of AS/NZS : AS/NZS :2007, and conform to the minimum luminance factors specified with table 2.2 of AS/NZS : of AS/NZS :2007.

45 B8 Horizontal arrow boards and light arrow system Added specifications for light arrow system (LAS) and the TMA Rear display The TMA Rear display, is a gazetted sign

46 Hardware changes TMA and LAS Now mandatory for: o level 2 and level 3 state highways (since 1 July 2010) o All level 3 highways by 1 July 2012 Optional for other RCAs Must comply with: o NCHRP 350 test level 2 o weights of support vehicle Rear panels Required for all horizontal arrow boards 1 July 2012

47 Hardware changes AWVMS The new AWVMS may replace the TMA tail pilot vehicle Using an AWVMS is optional for most RCAs All NZTA contracts for level 2 and 3 roads from 1 July 2012 must use this style of AWVMS.

48 B9 Advance warning variable message sign (AWVMS) New section which includes specifications for AWVMS support vehicle Extract from CoPTTM Light Goods Vehicle (Maximums) Item Measurement Kerb weight (Tare weight) Max = 1950kg Vehicle width (excluding Less than 1910mm mirrors) Total vehicle length Less than 5250mm Gross weight Less than 2750kg Very Light Trailer (Maximums) Item Measurement Kerb weight (Tare weight) Max = 750kg Vehicle width (excluding Less than 1500mm mirrors) Total vehicle length Gross weight Less than 5000mm Less than 1500kg

49 B10 Mobile variable message sign (VMS) Specifications for VMS are now set out in P37 P35 and P36 for messages

50 B11 Truck-mounted attenuators (TMAs) Support Vehicle Weights NZTA has established the following minimum truck weights: Manufacturer / Supplier TMA System Minimum Truck Weight Barrier Systems Inc UMAD-70k 9000 kg (- 400 kg) Energy Absorption Systems Inc Alpha-70k 6400 kg (- 400 kg) Traffix Devices Inc Scorpion 10, kg (- 400 kg)

51 B12 Barrier systems Specifications for barrier system now in M23 Specification for road safety barrier systems Appendix C lists the approved temporary barrier systems NZTA has also adopted new standard (MASH1) Standard effective from 1 November 2012 o Allows for newer, bigger vehicles o Simplified test matrices

52 B13 Temporary speed humps Speed hump systems must be approved by the NZTA Register of approved speed humps on CoPTTM website

53 Hardware changes Sign stands for Level 2/3 Still under review No effective date until resolved

54 B14 Warning systems Flashing beacons consist of a light, encapsulated in an amber casing that may either flash (strobe) or appear to flash when circled by a rotating reflector To come new standard for LED lights Xenon warning lights, used on AWVMS and LAS, give advance warning to alert approaching road users Note: These cannot be replaced by Halogen or LED lights

55 Questions

56 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

57 C2 Worksite layout Changes to layout distances tables LV layout distances Level 1 layout distances Level 2 layout distances

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61 C3 Signs and worksite zones Covering permanent signs: DO NOT use spray on masking materials DO NOT use adhesive material Adhesive material will damage the reflective material on the sign reducing its night time visibility

62 C4 Temporary speed limits (TSLs) TSL approval now included in TMP, so in future you don t have to complete and submit the old Application for Temporary Speed Limits with your TMP

63 C4 Temporary speed limits (TSLs) A TSL decision matrix has been added which includes information from 3rd Edition below Situation Where traffic has to traverse the actual active worksite The approach to a two-way one-lane operation, eg manual traffic controllers or portable traffic signals Protection of a new seal New seal, swept but not marked Worksite activities protected by a Barrier System Recommended TSL 30km/h 50km/h 70km/h No temporary restriction

64 TEMPORARY SPEED LIMIT(TSL) DECISION MATRIX WORKSHEET EXCELLENT 90 INSTRUCTIONS Select the appropriate road condition description for each of the four factors, and in the right hand circle list the chosen TSL for that road condition. Transfer lowest TSL to the bottom circle. If the LOWEST TSL is at least 20km/h below the Permanent Speed Limit that TSL should be applied. AVERAGE BELOW AVERAGE POOR Appendix B Possible Temporary Speed Limit 1. Minimum Lane Width 3.5m 3.25m 3.00m 2.75m 2. Pavement / Surface Condition 3. The shoulder and lane is clear of loose or greasy material and the traveled way is smooth. Visibility and Alignment The road is close to normal condition except for a few minor defects (eg small pot holes or a few pieces of loose aggregate). 70km/h where new seal has been swept but not marked There are defects and / or loose material on the lane (eg unattended reseals). 50km/h for protection of a new seal There are major defects and / or significant loose material on the lane (eg recently milled surface, large stones, steel plates). There is greater than 140m visibility to the first cone in taper, and The worksite has not imposed a change in alignment. There is less than 140m visibility to the first cone in taper, or Vehicles are deflected by 20 degrees or less from the original directionof travel. There is less than 60m visibility to the first cone in taper, or Vehicles are deflected by degrees from the original direction of travel. There is less than 30m visibility to the first cone in taper, or Vehicles are deflected by more than 45 degrees from the original direction of travel. 4. Site Clutter Low site clutter, clear vehicle lanes, cycle lanes and footpaths. Some site clutter either plant or materials, vehicle lanes, cycle lanes and footpaths are lightly trafficked. Considerable site clutter requires additional management to guide vehicles though the site. Some queues of road users. Has numerous driver distractions including construction traffic. Cycle lanes or footpaths are closed. 30 km/h for portable traffic signals, MTC operations or where traffic has to traverse the actual active working space (either in a delineated single lane or where traffic is not separated from the working space) Is the LOWEST TSL at least 20km/h below the Permanent Speed Limit? Yes No Use this Temporary Speed Limit No Temporary Speed Limit Required

65 C4 Temporary speed limits (TSLs) Options for TSL where permanent speed is 40km/h Extract from CoPTTM Note: If the permanent speed limit is 40km/h either 20km/h TSL or 40km/h TSL may be used. If using a 40km/h TSL, positive traffic management must be used to compensate for the extra speed.

66 C4 Temporary speed limits (TSLs) Gating of TSL Gate speed signs at every change in speed (TSL or de-restriction) Gating not required on roads with an AADT of less than 500 vehicles

67 C4 Temporary speed limits (TSLs) TSLs must not be offset by more than 20m along the road Offset of gated TSLs not to exceed 20m

68 C4 Temporary speed limits (TSLs) Road works on side road close to intersection Where there is a 90 degree turn that will slow turning vehicles to approximately 20km/h Extract from CoPTTM Location of the TSL on the intersection of a side road with permanent speed limit... 50km/h or less 60km/h Provided a TSL can be placed 15m from the intersection and 15m from the worksite taper (total of 30m) a TSL would not be required on the main road. Provided a TSL can be placed 15m from the intersection and 25m from the worksite taper (total of 40m) a TSL would not be required on the main road. 70km/h or more Provided a TSL can be placed 15m from the intersection and 40m from the worksite taper (total of 55m) a TSL would not be required on the main road.

69 TG2 C A RS1/RS2/ RS3 T1A/T144 C F D G C RS1/RS2/ RS3 T1A/T144/ T135 RS1/TG1 RS1/TG1 TG2 TG2 T1A/T144/ T135 A RS1/TG1 RS1/TG1 B RS1/RS2/ RS3 RS1/RS2/ RS3 DISTANCE E F Speed Intersection to TSL TSL to taper Total <50km/h 15m 15m 30m 60km/h 15m 25m 40m >70km/h 15m 40m 55m B C B B A

70 C5 Delineation devices Use and placement of delineation devices On all level 2 and 3 layouts cones must be installed along the edgeline, from the first RS1 (RG-4) Temporary Speed Limit sign to the start of the taper or working space where no taper is installed Where the edgeline is well defined (ie by a clean kerb and channel, etc) this line of cones is not required

71 C7 Tapers Taper length where shoulder is less than 2.5m On all levels of road 10m long shoulder tapers with at least 5 cones at no greater than 2.5m spacings are permitted where shoulder width is less than 2.5m and works do not affect live lane.

72 C7 Tapers 2 ways to calculate the taper for the live lane (may be used for the shoulder) o Calculate taper using the following formula W x G 3.5 W = Width of Lane or Shoulder G = Taper o Use the following table for tapers

73 C7 Tapers Table to calculate tapers less than 3.5m for level 1 roads Extract from CoPTTM Closure or lane Shift Width Level 1 taper lengths in metres and (cone numbers) 50km/h 60km/h 70km/h 80km/h 90km/h 100km/h > 3.0 Apply the full taper length (11) 35 (15) 50 (11) 60(13) 70 (15) 85 (17) (7) 25 (11) 30 (7) 35 (8) 40 (9) 45 (10) < (3) 10 (5) 15 (4) 25 (6) 30 (7) 35 (8) Numbers in brackets are the cone numbers required

74 C7 Tapers Level 1 roads Taper length where there are road environment constraints 10m taper may be used for speeds 50km/h and less, under the following conditions: o o o Only on LV and level 1 roads Only where there are road environment constraints (including intersections and commercial accesses) Not on state highways or where portable traffic signals, MTC (stop/go) or priority give way are used If a 10m taper is used, delineators in the taper must be placed at 1m centres

75 C8 Shoulder closures Shoulder closure on Level 1 and 2 roads with speed limits of less than 65km/h Work on the berm or footpath does not require advance warning TTM must be provided where pedestrians or cyclists are affected Advance warning T1A/B (TW-1) and works end TG2 (TW16) are optional if: o the work vehicle (light truck or smaller) o is parked in a legal parallel car park, and vehicle is only accessed from the off traffic side Large plant and machinery must not be used in this situation; a more substantial closure is required. Berm Footpath Parking Lane Work vehicle Traffic Lane

76 C8 Shoulder closures Where work is carried out in the legal parking lane, the following minimum standard of TTM must be provided: a 10m taper in front of the work vehicle a longitudinal safety zone cones alongside the work vehicle and the working space Berm D Footpath Parking Lane E Traffic Lane a 1m lateral safety zone along the working space at least one amber flashing beacon on work vehicle Work vehicle a T1A (or other appropriate advance warning sign) mounted on the back of the work vehicle G=10m T1A

77 C8.2.3 Level 2 lane closures The lane closure sign requires a supplementary sign displaying the distance to the lane closure. Depending on worksite requirements, the first lane closure sign is placed at least one sign spacing in advance of the start of the taper. For multiple lane closures, the second lane closure must be signed at least one sign spacing in advance of the start of the second taper. Multiples of 100m may be used instead of the sign spacing.

78 C8 Lane closures Centre lane closures are not permitted Exception: A level 1 road (not a state highway) with permanent speed of 50km/h or less. C C TW16 RG1, RG2 or RG2.1 E E TW16 RG1, RG2 or RG2.1 F F In this exception only, centre lane closures are permitted provided: D G traffic merges only in one direction C there is a definite lane shift (either left or right), and C tapers move traffic to the side of greatest capacity. C C RG4 TW7.1 RG4 TW7.1 A TW1 TW1

79 C8.2.7 Contraflow on multilane road Where a contraflow is established on a multilane road, a longitudinal safety zone of 2xD is to be established to provide separation of vehicles RD6L F E G 2xD RD6L RD6L

80 C8.2.8 Allowing heavy vehicles room to manoeuvre Cones in a channel must be offset by a minimum of 10m where the direction changes 10m 10m This allows for heavy vehicles to manoeuvre without hitting the cones E F F 10m 10m RD6R 10m 10m 10m 10m

81 C8 Working next to flexible barrier Static Ops use 1 metre lateral safety space for short term works For long term static ops use barrier deflection for safety space Mobile Ops can work up to the barrier.

82 C8 TTM for Repairs to Median Barriers 2 x 2 lane road Close lane each side Usually a mobile closure

83 C8 TTM for Repairs to Median Barriers On a 2 x 1 lane road Close one of 2 lanes (mobile) Work from that lane On single lane side of the median, need to use speed restriction and positive traffic management If possible a cone 1 metre safety space

84 C8 TTM for Repairs to Median Barriers On 1 x 1 lane road Will need to place a centre line type static closure Use a TSL and positive traffic management

85 C8 Lane closures Construction or re-construction of an existing road surface MTC or portable traffic signals may be used to temporarily halt traffic while work is underway: o o the equipment must stop and work ceases while traffic is moving through the site each work vehicle must have Pass with Care on it, and travel in direction of traffic

86 C8 Lane closures Lane delineation during sealing and resealing activities on level LV, 1 and 2 roads For chip sealing and resealing activities under MTC control: Cones with the following spacings may be used in lane delineation to separate the traffic from the work: o 5m spacing can be increased to 10m o 10m spacing can be increased to 20m. Note: This above exemption applies only to full width chip sealing and resealing worksites. It does not apply to chip sealing of patch repairs. It does not apply to the cone spacing in tapers.

87 C9.2.4 Motorway Closures If motorway is completely closed in one direction or both directions, reinforce normal TTM by adding a double line of cones either continuous or chicaned at a normal warning distance from the working space. TMA vehicles parked outside this inner cordon must be parked with their attenuators down and facing the normal direction of traffic (vehicles inside the cordoned worksite are not subject to this requirement).

88 C9 Road closures and detours Gore area and deceleration lane A gore area is an area of seal at an on or off ramp located outside the edgelines of the ramp Point at which seal separates or a physical island starts Gore Area

89 C9 Road closures and detours Gore area and acceleration lane Acceleration lane allows drivers to increase speed and safely merge When working in the gore area or acceleration lane on level 2 and level 3 roads, the ramp on which the work is being carried out must be closed

90 C10 Positive traffic management Location of MTC MTC must not stand or operate unprotected in a live lane MTC must have direct control of the Stop/Go paddle at all times RP4 RP41 MTC with STOP/GO paddle on road shoulder located between 1st and 2nd cone 1st 2nd 2.75m RD6L RD6L Minium 5 cones at: 2.5m centres - less than 65km/h 5m centres - more than 65km/h

91 Number of MTCs required One MTC may be used on all level LV roads or level 1 roads under 1,000vpd if: o o o the working space is very short (less than 30m) MTC has at least 120m clear visibility from either direction beyond the point vehicles may need to stop the MTC is operating in the middle of the worksite. STOP Must have 120m clear visibility to approaching road users The MTC stands clear of the live lane at the centre of the closure Must have 120m clear visibility to approaching road users

92 C10.3 Portable traffic signals Where portable traffic signals are used on a road where a side road(s) intersects the worksite, MTCs may only be used on side roads if they : o o have control of the signals can ensure both signals are on stop before releasing traffic from the intersection If they do not have this control then portable traffic signals must not be used. STOP STOP STOP Alternating flow controlled by portable traffic signals The MTC only releases traffic from the intersection when both portable traffic signals are set to stop

93 C11 TTM installation, management and removal New part - Minimising the effect of ghosts markings The standard for line removal is detailed in the NZTA SOMAC (SMO32).

94 Signs on vehicles Vehicles used to install TTM equipment on level LV and level 1 roads must have: o Amber flashing beacon(s) visible to all approaching traffic o Signs either: T1 and RD6R/L or TV4 and RD6R/L

95 C Redundant TTM equipment All TTM equipment not in current use must be removed from the site or placed in a safe secure location Redundant TTM signs, sign supports, sign bases and delineators, may be stored on site provided that: o o o o the equipment does not remain on-site and unused for a period greater than 48 hours the equipment is stored in a safe location at least 5m from edge line where no footpath exists or, where one exists, in the back berm area (i.e. between footpath and boundary) STMS s identify and appropriately manage the site specific hazards as they apply to this matter the the equipment must be stored at least 5m from edge line where no footpath exists or, where one exists, in the back berm area (i.e. between footpath and boundary) Redundant TTM equipment must not be left standing nor deployed

96 C12 Unattended worksites and night work Preparing worksite to be left unattended Consider the following: Can I reduce the size of the worksite Is TSL appropriate Sweep away any loose material Signs ballasted and positioned correctly Delineation devices clean and positioned correctly.

97 C12 Unattended worksites and night work If the worksite is to be left unattended overnight May place amber flashing lamps on each corner of any barricade/fence (No longer mandatory) Ensure there is enough guidance for road users Add additional cones if required STMS responsible for monitoring TTM after hours

98 C13 Pedestrians and cyclists Footpath widths Extract from CoPTTM Location Minimum Comments Width (m) Residential / Rural 0.9m Where the length of the working space Suburban Centre 1.2m exceeds 20m, these widths may have to be increased so pedestrians do not Central Business District (CBD) and commercial zones 2.0m have to wait to pass. Commercial zones include shops, schools, visually impaired routes, aged persons homes, hospitals, tourist attractions, bus stops, libraries.

99 C13 Pedestrians and cyclists Priority order for alternative footpath routes On road reserve away from the carriageway Between the working space and carriageway Into the carriageway (either in a parking lane or a suitably delineated and protected section of the existing traffic lane) Across the carriageway to a footpath on the opposite side (this option is strongly discouraged ) Use footpath controllers (only when no alternative available)

100 C13 Pedestrians and cyclists Priority order for alternative footpath routes 1. On side of road reserve away from the carriageway

101 C13 Pedestrians and cyclists Priority order for alternative footpath routes 2. Between the working space and carriageway

102 C13 Pedestrians and cyclists Priority order for alternative footpath routes 3. Into the carriageway (either in a parking lane or a suitably delineated and protected section of the existing traffic lane)

103 C13 Pedestrians and cyclists Priority order for alternative footpath routes 4. Across the carriageway to a footpath on the opposite side Note: This option is strongly discouraged Only used on level LV and level 1 roads with permanent speed 65km/h or less. Pedestrians must not be required to cross more than 2 lanes without a central pedestrian refuge. When using this sign it must be shown in the TMP with sight distances to the sign of at least: o o 75m at 50km/h 100m at 60km/h

104 C13 Pedestrians and cyclists Protecting pedestrians from the working space Option Safety fences Cones connected with cone bars When used Long-term or unattended worksites where there are hazards remaining for example such as > 50mm excavations or exposed cables Attended worksites and only for a short period of time. Note: Cone bars are not recommended where heavy equipment (eg. a digger) is being used. A safety fence is preferred in these cases.

105 C13 Pedestrians and cyclists Protecting pedestrians from the working space Option Safety fences Cones connected with cone bars When used Long-term or unattended worksites where there are hazards remaining for example such as > 50mm excavations or exposed cables Attended worksites and only for a short period of time Note: Cone bars are not recommended where heavy equipment (eg a digger) is being used. A safety fence is preferred in these cases

106 C13 Pedestrians and cyclists Footpath diverted into carriageway If the footpath is to be diverted into the carriageway then the traffic side of the walkway must be delineated from the traffic by either: Extract from CoPTTM Option When used Lateral safety zone required with delineation Barriers Long-term worksites 0.5m Safety fences Long-term worksites Any unattended worksites Attended worksites on level 2 roads and state highways 1m Cones connected with cone bars Attended worksites on level LV and level 1 roads (except state highways) and only for a short period of time 1m

107 C13 Pedestrians and cyclists Cycle lane merged with traffic lane 30m CYCLE LANE CLOSED Cycle lane E F F

108 C13 Pedestrians and cyclists Cycle lane widths Extract from CoPTTM Set out below are the minimum temporary cycle lane widths. Type of lane Speed Minimum Width (m) Single direction cycle lane Speed limit does not exceed 50km/h 1.0m * Single direction cycle lane Speed limit exceeds 50km/h 1.5m Two-way cycle lane Any speed 2.0m Shared footpath and cycle way Any speed 2.2m # * Note: A minimum lane width of 1.5m is required if the temporary cycle lane is uphill as riders tend to pump their cycles from side to side as they climb the hill. # Note: Where a shared footpath and cycle way is reduced to less than 2.2m wide, cyclists should be excluded by closing the cycle way.

109 C14 Work vehicles, equipment and materials Parking and storage of plant and equipment Requirements have changed for under 65km/h Plant may be parked in what is normally a legal parking area subject to conditions (which are listed in handout)

110 C14 Work vehicles, equipment and materials Operating mobile operations within an established static site (with advance warning, direction and protection signs) Tail pilot vehicle not required

111 C17 Light arrow system, horizontal arrow board, TMA and variable message sign (VMS) This section now includes TMA and VMS Lateral Safety Zone Location of arrow boards Positioned in the centre of the closed lane Provide longitudinal and lateral safety zones Working Space Horizontal arrow board Longitudinal Safety Zone

112 C18 Temporary road safety barrier systems A comprehensive section has been written about the requirements for temporary barriers. It gives: o o o Advice on when to use Advice on what to use Essentials for a safe setup

113 C18 Temporary road safety barrier systems Important messages: o o o Barriers must be anchored and linked Barriers must have either a crash worthy terminal or a correctly flared end Use NZTA M23 to find out about compliant systems A hands-on barrier workshop is available to help people understand barrier requirements

114 Questions

115 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

116 D1 General Mobile closure A normally continuously moving activity or work operation carried out within the road reserve that may also stop briefly at a particular location for a period of no more than 10 minutes. Note: Activities like mole ploughing and drain digging move along the road but they move too slowly to be considered mobile operations. These types of activities must be planned and managed as static operations.

117 D1 General Semi-static closure A short term activity or work operation that is carried out on the carriageway of a road at a particular location that takes more than 10 minutes, and less than 1 hour, to complete. Note: The 10 minutes to 1 hour timeframe applies only to the working period and does not include the time required to install and remove the TTM devices on the worksite. No work is to be undertaken during set-up or removal of TTM equipment.

118 D1 General Special operations These are mobile operations which may vary the requirements of the above two categories or provide additional requirements to enhance safety for certain situations Included in this category are: o o o o inspections kerbside collections road marking rolling blocks.

119 D1 General TV2 (TW-26) road works sign If lead pilot vehicle not required, the TV2 (TW-26) sign is only required on the lead working vehicle where the speed limit is greater than 65km/h Signs on cars or light utility vehicles Where cars or light utilities are used (for inspections, sports events and high speed data capture) only the appropriate supplementary sign will be required

120 Signs on work vehicle more than 5m from edgeline Where the work vehicle is more than 5m from the edgeline the work vehicle must have either: the appropriate advance warning sign with supplementary plate if required and the RD6R (RG-34) sign or the TV4 (TW-34) PASS WITH CARE sign and the RD6R (RG- 34) sign.

121 D1 General When RD6L/R (RG-17/34) signs can be omitted from the TV4 (TW-34) Pass with Care sign Where the situation is constantly changing (eg rolling, grading, road marking, water cart, drag brooming operations on two lane one way roads) and it is impractical to change the RD6L/R arrow frequently, it may be omitted

122 D1 General LAS operation now included in this section Caution mode lane closed A part of the roadway which is used for driving is closed and it is unsafe to pass. Note: Downward or upward pointing arrows are currently not gazetted signs and MUST NOT be used Downward or upward pointing arrows must not be visible when TMA is not engaged in traffic management

123 D1 General Use of AWVMS added to this section The AWVMS replaces the need for a tail pilot TMA vehicle Using an AWVMS is optional for most RCAs. However on level 2 and 3 state highways their use is mandatory (from 1 July 2012). The maximum allowable separation from an AWVMS to a shadow vehicle TMA is 1600m (this distance may be extended from 1600m to 3km if there is no available shoulder width for the AWVMS within 1600m of the next working vehicle).

124 D1 General TMA roll ahead distance (protecting workers on foot) 10m roll-ahead distance required in front of shadow vehicle with TMA Working Space 10m roll-ahead distance Truck with TMA Shadow vehicle TMA

125 D1 General Visibility - Clear sight distance Clear sight distance 3 x permanent speed limit All roads, with the exception below Exception: 75m Level 1 non state highway roads with permanent speed limit less than 55km/h RCAs may designate a greater CSD for these roads.

126 D2 Work vehicles Forward visibility is greater than clear sight distance TV2 On level LV and level 1 roads, the work vehicle must have rear visibility of 50m TV4 RD6R Work vehicle Rear visibility If a shadow vehicle is used then this distance applies to the rear of the shadow vehicle 5 to 20 seconds travel time (approx m) Tail pilot Rear visibility is greater than clear sight distance T1A/T134 RD6R

127 D2 Work vehicles Mobile operations rotating role of vehicles on level 2 and 3 roads Contractors are expected to use: o o o AWVMS or pilot vehicle(s) to provide advance warning shadow vehicles fitted with TMAs, and work vehicles The roles of the vehicles may be rotated if the work vehicle is a TMA truck No workers are allowed on the back of the AWVMS, pilot and/or shadow vehicles The full complement of vehicles must be maintained

128 Operating mobile operations within an established static worksite Where a mobile operation is contained completely within an existing fixed static worksite which has: o o o advance warning, and direction and protection signs, including approved TSL sign(s) installed CSD available to the work vehicle at all times the requirement for a tail pilot vehicle for any mobile operation within the worksite is waived. All other requirements for mobile operations with respect to shadow and work vehicles must still be applied.

129 D3 Pilot vehicles Lead and tail pilot vehicles Maximum distance from pilot vehicle to next vehicle is between 5 and 20 seconds normal travel time Previously was 5 10 seconds Approximately 100m to 600m at 100km/h Between 5 and 20 seconds (approx. 100m to 600m) Tail pilot Shadow vehicle

130 D4 Shadow vehicle Vehicle position Distance between work and shadow vehicle Work vehicle 1m lateral safety zone * Under 65km/h Over 65km/h 25m to 40m 40m to 60m 10m roll ahead distance Shadow vehicle

131 Rear visibility required for a shadow vehicle The rear visibility required for a shadow vehicle is at least: o o 50m on level LV and level 1 roads, if a shadow vehicle is not used then this distance applies to the rear of the work vehicle, and 100m on level 2 and level 3 roads

132 D4 Shadow vehicle Summary of level 1 distances for level 1 mobile operation Summary level 1

133 D Specific requirements for level LV low-risk mobile operations For Mobile operations on level LV / Low risk roads with permanent speed less than 65km/h utilise rear mounted: o o T1 (TW-1) type signs, or TV4 (TW-34) PASS WITH CARE sign and the RD6R (RG-34) sign. Each vehicle has at least one (preferably two) amber flashing beacon(s). The minimum rear CSD required is: o o 3 x the permanent speed limit, or 75m on non-state highways less than 55km/h. If the above requirements cannot be achieved the operation must be modified to comply with the requirements of a higher risk rating.

134 D Specific requirements for level LV Low-risk mobile operations Requirements where permanent speed less than 65km/h: Signs on vehicles either: o o T1 (TW-1) type signs, or TV4 (TW-34) PASS WITH CARE sign and the RD6R (RG-34) sign. Each vehicle has at least one (preferably two) amber flashing beacon(s). The minimum rear CSD required is: o o 3 x the permanent speed limit, or 75m on non-state highways less than 55km/h. If the above requirements cannot be achieved the operation must be modified to comply with the requirements of a higher risk rating.

135 Added graphics from OPUS and L2/3 training package for assistance to choose the correct mobile operation

136 D6 Semi-static closures - multi lane roads Static signs opposite AWVMS If 3 or less traffic lanes Work vehicle Static sign(s) not required opposite the AWVMS Shadow vehicle TMA RD6L TV4 If 4 or more traffic lanes Static sign(s) must be erected opposite the AWVMS, or the operation must revert to a static closure Shadow vehicle TMA AWVMS

137 Cone tapers when an AWVMS is used (Amendment to D6.1.2 Worksite layout and D ) Where an AWVMS is used as the advance warning and direction and protection sign for the semi-static closure there is no requirement to place a cone taper to the rear of the shadow vehicle. Amendments have been made to the following TMDs: o G2.14 o H3.1 o H3.2.

138 D7 Special activities Road marking covered in section D and industry best practice TMPs are available in section I Kerbside collections - covered in section D and industry best practice TMPs are available in section I Requirements for repairing a flexible median barrier have been added to section D Requirements for rolling blocks have been added to section D

139 D7 Special activities - Inspections Inspections and non-invasive works Includes: o o o observation, using a measuring wheel, surveys, traffic counts, installing traffic count equipment, road maintenance activities such as removal of litter, cleaning signs, cleaning edge markers, installing edge marker posts, temporary pothole repairs, hand clearing vegetation from culvert headwalls and inlet /outlets or taking photographs. More complex activities, or those which cannot immediately move off the live lane, require mobile or static TTM

140 Type of road On Shoulder no time limit On live lane up to 5 minutes On live lane for more than 5 minutes Level LV Level 1 One person activity. STMS or TC qualified inspector working under a TMP prepared by a STMS Inspector must be briefed by a STMS. STMS or TC must be on site at all times. Two person activity. STMS or TC qualified inspector working under a TMP prepared by a STMS Inspector must be briefed by a STMS. STMS or TC plus lookout/spotter must be on-site at all times. Level 2 & 3 STMS NP on site and in control of activity at all times. Mobile, semi-static closure or static fixed site closure required.

141 D7 Special activities General rules Inspectors must move to avoid traffic. They must not expect traffic to move or slow down to avoid them On busy roads avoid peak periods or use a higher level of TTM Crossing a level LV, 1 or 2 road does not constitute being on a Live Lane Crossing a level 3 road does, unless a pedestrian crossing facility is being used

142 D7 Special activities Vehicle Advance warning (inspection vehicle fitted with one and preferable two amber flashing beacons and a rear mounted sign indicating the type of activity taking place) must be positioned in advance of the inspection site A vehicle is not required on a level 1 road with a permanent speed of less than 65km/h An amber flashing beacon is not required on an unsealed shoulder (including footpath) of a road with a permanent speed of less than 65km/h

143 D7 Special activities Spotter A spotter is not required on LV roads Where no LV roads have been designated, the RCA can select level 1 roads for single inspector inspections Where an unaccompanied inspector is not able to maintain adequate attention (for example, due to work tasks, or poor visibility), a spotter will be required or another type of traffic management operation used

144 Questions

145 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

146 TMP TMP forms Short and full

147 Audit Audit forms Full and short

148 Section Section A Introduction and General Section B Equipment Section C Static operations Section D Mobile operations Section E Standard forms and descriptions Section F Level 1 example layouts

149 Section F Level 1 example layouts Example Level 1

150 Questions

151 Clear sight distance 3 x permanent speed limit All roads, with the exception below Exception: 75m Level 1 non state highway roads with permanent speed limit less than 55km/h TG2 Lead pilot Between 5 and 20 seconds (approx. 100m to 600m) Under 65km/h Pilot vehicles may be replaced with static signs (required on both sides of the road if traffic has to cross the centre line) Distance between work and shadow vehicle Under 65km/h 25m to 40m Work vehicle 1m lateral safety zone Over 65km/h 40m to 60m 10m roll ahead Shadow vehicle Between 5 and 20 seconds (approx. 100m to 600m) TG2 T1A T1A Tail pilot Clear sight distance 3 x permanent speed limit All roads, with the exception below Exception: 75m Level 1 non state highway roads with permanent speed limit less than 55km/h