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Maintenanceof
Traffic (MOT)
By: Stefanie D. Maxwell, P.E. Specialty Engineer, Office of Construction Ezzeldin Benghuzzi, P.E. MOT Engineer, Office of Roadway Design
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RPMs missing on lane lines - Index 600, Sheet 13 requires RPMs to be installed on all lane lines at 5 feet center to center in the approach and transition of the lane shift.
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Temporary Lane Separator has white delineators - Index 600, Sheet 11 requires orange tubular markers or orange and white vertical panels.
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White temporary lane separator was installed - Index 600, Sheet 11 requires the temporary lane separator to be yellow.
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Pedestrian signal pole is placed in plastic drum encased by milling material - Spec 102-9.1 requires all temporary traffic control devices to be a QPL product which ensures crashworthiness.
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Drop-off is greater than 3 inches located within the clear zone behind curb and gutter [Index 600, Sheet 10 requires a barrier for drop-offs greater than 3 inches within the clear zone or 1:4 shoulder treatment].
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Mixing of devices at driveway - Index 600, Sheet 9 prohibits intermixing of devices.
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Use of non-standard pedestrian channelization on bridge [Index 600, Sheet 2 requires use of pedestrian channelizing device listed on the QPL].
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• Need advanced Signs.
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Above ground hazard located in clear zone [Index 600, Sheet 3 requires a 14 clear zone for 35 mph [posted speed limit].
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• Business entrance signs were on portable sign stands [Index 600, Sheet 6 requires all signs to be posted when work operation exceeds one day].
• Clear Sight distance not adequate. [Index 600, Sheet 2 requires adequate clear sight distance.
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The third cartridge in the Quadguard crash cushion was a Type II - Per the QPL Vendor Drawings, it should be a Type I.
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Crash cushion cartridge is damaged/crushed - Replace damaged cartridges per manufacturer’s requirements.
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Crash cushion nose support missing - Nose support is required per the manufacturer’s installation manual.
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Loose nuts on anchor bolts for crash cushions installed on concrete - QPL Vendor Drawing require 120 ft-lbs.
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Debris/above ground hazard in clear zone - Index 600, Sheet 3 requires 30 foot clear zone (runout). The stockpiled debris is between the departure line and the clear zone which shall be free of hazard.
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Barrier and crash cushion are not offset which causes the transition panel to be attached improperly - Index 415, Sheet 9 requires the barrier and crash cushion to be aligned and slightly offset when a transition panel is installed.
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Crash cushion foundation thickness questionable on shoulder - QPL Vendor Drawings require minimum of 6” of asphalt.
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Transition from guardrail to temporary barrier wall is not standard - Index 414, Sheets 9, 10, and 13 provides standard attachment to bridge rail – Type K barrier is required.
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Barrier wall on bridge does not have transition pattern - Index 414, Sheet 8 requires transition units anchor pattern of 3, 3, 2, 1.
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Barrier wall was not transitioned from freestanding to staked – Arrows below represent the transition pattern - Index 414, Sheet 8 requires transition units anchoring pattern of 1, 2, 3, 3, staked/anchored.
Transition Stakes/Anchors 1 2 3 3 Existing StakesStake Stakes Stakes Stakesper unit per unit per unit per unit
Direction of Traffic
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Nonstandard connection to bridge railing -Index 414, Sheet 9 requires transition splice to connect Type K to bridge railing.
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Nonstandard connection to bridge railing -Index 414, Sheet 9 requires transition splice to connect Type K to bridge railing.
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Deflection space behind low profile barrier has stored material and other debris - Index 412,
Sheet 2 requires 9 inches deflection space.
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Deflection space behind low profile barrier is not free and clear of material [Index 412, Sheet 2 requires 9 inches deflection space]
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Type K Barrier is located within the deflection space of the low profile barrier wall - Index 412, Sheet 2 requires nine inches of deflection space.
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White delineators are used on low profile barrier and the object marker is missing [Index 600, Sheet 12 requires orange tubular markers with white sheeting. Index 412, Sheet 1 requires a Type I object marker placed at end of barrier].
Correct
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Type K abutting Low Profile Barrier - The Design Standards do not provide a connection detail for dissimilar barriers that deflect different amounts.
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Old anchor plate bolts are on traffic side of barrier - Cut off to prevent vehicle from snagging.
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Less than two foot of paved deflection behind barrier wall on a 1:10 slope - Index 414, Sheet 6 requires 2 feet of paved deflection space on a 1:10 slope for 45 mph or greater.
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Missing anchor plate - Index 415, Sheet 4 requires two anchor plates on barrier abutting crash cushion.
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Stored material is located within the deflection space - Index 415, Sheet 1 requires two feet of deflection space for 45 mph speed or less.
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Overlap of temporary barrier and no clear space between walls - Index 415, Sheet 6 requires a minimum of six sections of barrier wall at overlap and two feet of clear space between the walls.
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Type K Barrier has partial fill in the deflection space - Index 414, Sheet 7 requires a minimum of 5’ wide back fill for the full height of the barrier.
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Barrier wall staked on back side - Index 414, Sheet 6 requires barrier to be staked on the traffic side.
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Type K Barrier wall was staked in median - Index 414, Sheet 7 requires barrier to be freestanding in the median.
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Use of Index 415 barrier wall connecting pins for Type K [Index 414, Sheet 4 requires a rectangular top plate connecting pin – pin used for 415 barrier is weakened due to snake pin hole which is located at shear point and cannot be substituted]
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Barrier wall connection loops missing and broken - Replace barrier. Specs. 102-9.1 requires that all traffic control devices meet acceptable standards as outlined in American Traffic Safety Services Association (ATSSA’s) “Quality Guidelines for Temporary Traffic Control Devices and Features”.
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Drainage slots are filled with milling material - Spec 102 requires traffic control devices to be maintained.
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Overlap of temporary barrier and no clear space between walls - Index 415, Sheet 6 requires a minimum of six sections of barrier wall at overlap and two feet of clear space between the walls.
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Barrier placed on non flat surface - Index 415, Sheet 1 requires 1:10 or flatter surface.
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Transition from guardrail to temporary barrier wall is not standard - Index 414, Sheets 9, 10, and 13 provides standard attachment to bridge rail – Type K barrier is required.
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Barrier installed on top of curb – blunt end in clear zone [Index 415, Sheet 1 requires 2 feet of paved deflection space on a 1:10 slope for 45 mph or less].
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Barrier is installed backwards [Index 414, Sheet 4 provides the details of connection between barrier units].
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No transition from freestanding to backfilled barrier [Index 414, Sheet 8 requires staked transition of 1, 2, 3, 3 in advance of backfilled barrier].
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Index 600 Sheet 6Effective July 2014
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Single Post Median Barrier Mounted Sign Support
Effective July 2014
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48
Index 600 Sheet 12Longitudinal Channelizing Devices (LCD)
Pedestrian Longitudinal Channelizing Devices
Effective July 2014
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49
Index 600 Sheet 12Longitudinal Channelizing Devices (LCD)
Pedestrian Longitudinal Channelizing Devices
Effective July 2014
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50
Index 600 Sheet 12Longitudinal Channelizing Devices (LCD)
PAY ITEM102-74-5 Pedestrian Longitudinal Channelizing Device, per foot.
Effective July 2014
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01/04/14
Barrier Delineators
Sheeting:Yellow or White
Sheeting: 3 inches wide by 4 inches
highType IV or XI
Placed on top of temporary barrier wall
Effective July 2014
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52
Index 600 Sheet 4Temporary Raised Rumble Strips
Molded Engineered Polymer
Effective Jan 2015
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53
Index 600 Sheet 4Molded Engineered Polymer Rumble Strip
Effective Jan 2015
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54
Index 600 Sheet 4Molded Engineered Polymer Rumble Strip
Effective Jan 2015
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55
Index 600 Sheet 4Removable Polymer Rumble Strip
Effective Jan 2015
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56
Index 600 Sheet 4Removable Polymer Rumble Strip
Effective Jan 2015
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57
Index 600 Sheet 4Removable Polymer Rumble Strip
Effective Jan 2015
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58
Index 600 Sheet 4
PAY ITEM102-909- Temporary Raised Rumble Strips - per day
NOTE: Payment is ONE per day that rumble strips are used on a project, regardless ofthe number of sets used each day or the number of times installed or relocated in a day.
Effective Jan 2015
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QUESTIONS ????????????????
CONTACT:STEFANIE MAXWELL, P.E. [email protected]
EZZELDIN BENGHUZZI, P.E. [email protected]