Meetings, agendas, and minutes...numbers 170102-TK02A and 170102-TK03A, attached within Appendix D. Drawing 170102-TK02A demonstrates the significant overrun of both an HGV and a car

Traffic Analysis of Celia Crescent– February 2017

Martin Shortland

shashf / 170102 1

1.0 Introduction

1.1 Motion has been instructed by Martin Shortland to provide an appraisal in relation to the existing traffic

situation on Celia Crescent and the surrounding roads located within Ashford. Celia Crescent falls within the

administrative boundaries of Spelthorne Borough Council (SBC) and Surrey County Council (SCC).

Background

1.2 Celia Crescent comprises a set of streets with a primary function of providing access to a number of

residential properties and is therefore only intended to provide access for local traffic. The narrow

carriageway and pavement widths and the residential nature of Celia Crescent make it unsuitable for

carrying high levels of through traffic or large vehicles.

1.3 It is understood that the section of Celia Crescent that provides access to Kingston Road is being used as a

rat running route for traffic seeking to avoid the signalised Woodthorpe Road / Kingston Road junction to

the west. Rat running is the practice of drivers using secondary roads or residential side streets instead of

the intended main roads in urban or suburban areas. The identified rat running route is shown in Figure 1.1

below.

Figure 1.1: Identified Rat Running Route

1.4 Concerns relating to this matter have been raised by local residents in representations to SCC who have

subsequently and informally consulted on 3 possible options to restrict the use of Celia Crescent as a

through route.

1.5 Whilst a preferred option has been preliminarily identified by residents following consultation with SCC, it

has been requested that the technical detail of each option is considered further to ensure that any option

taken forward represents the most appropriate approach.

8 Duncannon Street

London

WC2N 4JF

Tel: 020 7031 8141 www.motion-uk.co.uk

Technical Note 1: Traffic Appraisal of Celia Crescent

Project: Celia Crescent - Transport Consultancy Services

Prepared by: James Werby

Approved by: Damian Tungatt

Date: 24/02/2017

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Martin Shortland

shashf / 170102 2

1.6 This Technical Note therefore builds on the initial work undertaken by SCC and gives further consideration

to the current traffic conditions. The potential options to prohibit the use Celia Crescent as a rat running

route are then considered to ensure that local amenity and highway safety would not be negatively

impacted.

2.0 Baseline Traffic Conditions

2.1 To ascertain existing traffic conditions, an independent traffic survey company was commissioned to install

an Automatic Traffic Counter (ATC) on Celia Crescent north of its junction with Kingston Road between

13/01/2017 and 19/01/2017. The location of the ATC and full outputs of the survey data are provided at

Appendix A, whilst a summary of the daily traffic flows recorded from 00:00 to 24:00 hours are provided

in Table 2.1 below.

Fri Sat Sun Mon Tues Wed Thurs Average traffic

for 7 days

Northbound 340 179 128 239 217 216 214 219

Southbound 505 446 307 551 529 559 571 495

Total 845 625 435 790 746 775 785 714

Table 2.1: Surveyed Traffic Flows from 00:00 – 24:00 hours on Celia Crescent (all vehicles)

2.2 It is evident from the data in Table 2.1 that the (7 day) average two-way traffic flows between 00:00 and

24:00 hours on Celia Crescent totals 714 vehicles, with Friday having the highest two-way flows of 845

vehicles. The 7 day two-way traffic throughout the week between 00:00 and 24:00 hours on Celia Crescent

totals over 5,000 vehicles. These results highlight that the section of Celia Crescent near its junction with

Kingston Road is heavily trafficked throughout the week and carries significantly more traffic than expected

for a residential street.

2.3 Of the total 5,001 recorded 7 day two-way movements, 22 vehicles were recorded as being Heavy Good

Vehicles (HGVs) and 377 vehicles were recorded as light goods vehicles (LGVs).

2.4 As demonstrated above, there are a large number of vehicles using Celia Crescent, particularly on

weekdays, with 3,941 out of the 5,001 (79%) vehicle movements being attributed to weekday traffic. Table

2.2 summarises the traffic flows associated with the weekday AM peak hour period.

Fri Mon Tues Wed Thurs Average traffic for

5 days

Southbound - AM Peak

(08:00 – 09:00 hours) 83 96 82 92 86 88

Table 2.2: Surveyed Southbound Traffic Flows from 08:00 – 09:00 hours on Celia Crescent (all vehicles)

2.5 Based upon the information presented in Table 2.2 it is evident that the (5 day) average southbound traffic

movements in the morning peak hour period between 08:00 and 09:00 hours on Celia Crescent totals 88

vehicles, with Monday having the highest southbound traffic flow of 96 vehicles. The morning peak hour

traffic flows represent between 12-17% of the total weekday daily (00:00 to 24:00 hours) southbound

traffic.

2.6 In addition to the above, an ATC was also installed by SCC along the straight east-west section Celia

Crescent between 07/09/2016 and 14/09/2016. The results of this ATC are attached at Appendix B. The

total 7 day two-way vehicle flows recorded in this location between 00:00 to 24:00 hours total 6,494

vehicles. The difference of approximately 1,500 movements throughout the week between the ATC

commissioned by Motion and the ATC commissioned by SCC could be attributed to traffic exiting (and

entering, even though prohibited) Fordbridge Park to the east of Celia Crescent generating a significant

number of additional movements.

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Martin Shortland

shashf / 170102 3

3.0 Estimated Trip Generations

3.1 The level of traffic that would reasonably be expected to use Celia Crescent can be estimated by giving

consideration to the TRICS database. TRICs contains survey data for different land uses broken down by

vehicle type and time period. By interrogating the TRICS database it is possible to generate an estimated

trip rate per household for an area similar in location and nature to Celia Crescent.

3.2 Similarly, data has been obtained from the Post Office postcode information website to establish the

number of dwellings in the locality that would reasonably be expected to use Celia Crescent to gain access

to their property. In some instances a reasonable estimate has been made in respect of route.

3.3 The Post Office records highlight that Celia Crescent is made up of approximately 60 properties, however in

this assessment it is not assumed that all residents would route south towards Kingston Road to leave the

Crescent, with some being assumed to route north via Woodthorpe Road. Therefore, for a robust analysis it

has been estimated that trips associated with 40 properties would likely route through Celia Crescent as

part of a normal journey. The estimated trip rate and the number of movements that these properties

would be expected to generate during the morning and evening peak hour periods and throughout the

course of the day is summarised in Table 3.1 below, with the full TRICS output report within Appendix C.

Time Period Arrivals Departures Two-Way

Trip Rate Vehicle Trips



Morning Peak Period (08:00 to 09:00 hours)

0.141 6 0.389 16 0.530 22

Evening Peak Period

(17:00 to 18:00 hours) 0.362 14 0.165 7 0.527 21

Daily

(07:00 to 19:00 hours) 2.305 92 2.354 94 4.659 186

Table 3.1 TRICS trip rates for Celia Crescent (based on 40 dwellings)

3.4 Applying trip rates established from an interrogation of the TRICS database indicates that circa 22 and 21

two-way vehicle movements in the weekday morning and evening peaks respectively are likely to be

generated by the existing dwellings on Celia Crescent, and circa 186 movements over the course of the

day.

3.5 For comparative purposes the average 5 day, daily (07:00 - 19:00 hours) vehicle movements recorded by

the ATC have been interrogated and compared against the data obtained from TRICS based on the

movements generated by 40 dwellings. The difference when comparing the two-way vehicle flows from

TRICS and the recorded survey data are summarised in Table 3.2 below.

Time Period Local Traffic Based on TRICS

Recorded Traffic by ATC

Difference in Traffic

Morning Peak Period (07:00 to 08:00 hours)

22 105 +83

Evening Peak Period

(17:00 to 18:00 hours) 21 55 +34

Daily

(07:00 to 19:00 hours) 186 679 +493

Table 3.2: Comparison of trip generation for Celia Crescent against the recorded survey data

3.6 It is evident that 83 and 34 movements in the AM and PM peak hour periods respectively and 493

movements throughout the day (07:00 to 19:00 hours) are estimated to be attributed to rat running

traffic. This demonstrates that Celia Crescent is subject to 365% increase in the traffic volume that would

typically be expected on a road of this nature.

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Martin Shortland

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4.0 Highway Appraisal

4.1 Given that Celia Crescent provides access to a small number of dwellings, which would generate a relatively

low number of vehicle movements, it would normally be expected that the traffic on Celia Crescent would

comprise of mainly local / neighbourhood traffic only. Therefore, the high volume of vehicles recorded as

using Celia Crescent confirms that it is being used as a rat run to avoid the Woodthorpe Road / Kingston

Road signalised junction. It also provides the only point of exit from Fordbridge Park.

4.2 The number of HGVs and LGVs recorded travelling down Celia Crescent is also higher than expected as

these vehicle types would not normally have any regular business along Celia Crescent. However,

Woodthorpe Road and Kingston Road including the signalised Woodthorpe Road / Kingston Road junction

are designed to accommodate larger volumes of traffic including HGVs and LGVs and therefore should carry

the traffic that currently uses Celia Crescent.

4.3 The large vehicle flows that comprise a mix of HGVs, LGVs and cars could increase potential conflict

between vehicles as the section of Celia Crescent towards Kingston Road is a relatively narrow street. The

footways on either side of this section of Celia Crescent are also relatively narrow. Due to the narrowness

of the carriageway, the footways are often subject to vehicles overrunning them in order to avoid collisions

/ conflict with oncoming vehicles. This has resulted in many instances of local residents having to move out

of the way of oncoming vehicles mounting the pavement. These incidences have been reported by

residents through witness statements, ongoing correspondence with SCC and photographic evidence.

4.4 The tight turning radii when entering this section of Celia Crescent also contribute to problems and results

in vehicles (especially HGVs and LGVs) considerably overrunning the footway. The vehicle tracking

movement of 2 vehicles along Celia Crescent at an identified pinch point is demonstrated on drawing

numbers 170102-TK02A and 170102-TK03A, attached within Appendix D. Drawing 170102-TK02A

demonstrates the significant overrun of both an HGV and a car onto the footway at either end of Celia

Crescent in order to avoid a collision, whilst drawing 170102-TK03A demonstrates the same scenario but

with a LGV and car. Images attached within Appendix E illustrate vehicle tyre tracks on the footway and

further demonstrates such potentially dangerous overrunning occurs. It is also reported by residents that

vehicles regularly do not give way to allow other vehicles to pass meaning that overrunning onto the

footways a frequent occurrence.

4.5 It is evident that this practice poses potential safety concerns for pedestrians walking on either of the

footways on Celia Crescent and increases the risk of vehicle conflict. Previous incidents in this particular

location have included vehicles crossing the pavement and striking property boundary walls. Contributing

factors include, but are not limited to, the poor road surface (especially when wet) and vehicle positions on

the road as the narrow carriageway width.

4.6 In addition to the above, Celia Crescent experiences specific issues with drainage, which during wet periods

of the year regularly leads to significant flooding of the carriageway as evidenced in Figure 4.1. The rat

running exacerbates the drainage issue as vehicles continue to travel down Celia Crescent.

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Martin Shortland

shashf / 170102 5

Figure 4.1: Result of Drainage Issues on Celia Crescent

5.0 Potential Mitigation Measures

5.1 There are 3 potential options that have been considered in order to mitigate the impacts of rat running

through Celia Crescent onto Kingston Road. These options seek to improve the general amenity and safety

of residents. The options are as follows:

► Option 1 - considers blocking off access to Celia Crescent from Woodthorpe Road (at the Celia Crescent

/ Woodthorpe Road junction) by signage as illustrated in drawing 170102-02, attached within

Appendix F.

► Option 2 - considers blocking access to the Celia Crescent / Kingston Road junction via the potential

introduction of bollards on Celia Crescent in the location illustrated in drawing 170102-03, attached

within Appendix G.

► Option 3 - considers prohibiting all access to Kingston Road via Celia Crescent through the potential

introduction of a physical barrier such as a manual swing arm gate as illustrated in drawing 170102-

04A, attached within Appendix H.

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Martin Shortland

shashf / 170102 6

Assessment of Potential Options

Option 1

5.2 Option 1 would seek to restrict eastbound traffic at the Celia Crescent / Woodthorpe road junction to access

only through the use of signage. This option would restrict vehicles from cutting through Celia Crescent

onto Kingston Road. However this proposal is unlikely to deter all drivers from using the rat run and is

likely to be problematic to enforce. Vehicles coming from Fordbridge Park would not be stopped from using

the section of Celia Crescent leading to Kingston Road.

Option 2

5.3 Option 2 considers the potential introduction of bollards on the straight east-west section of Celia Crescent.

The bollards would be removable in case of access being required by emergency vehicles. However, it is

noted that Celia Crescent is a residential street and it is unlikely that this route would be regularly used by

emergency vehicles. However, if emergency access through Celia Crescent onto Kingston Road is required,

then the bollard would be removable via unlocking a padlock so that it can be taken out of its fixing.

Specifications of an example bollard that could be implemented are attached within Appendix I. It should

be noted that the proposed bollards would not prohibit cyclists or pedestrians from using the Crescent.

5.4 The introduction of these bollards would stop vehicular traffic from Woodthorpe Road accessing the section

of Celia Crescent that links onto Kingston Road and would therefore stop rat running from the west.

However, much like Option 1, potential vehicles coming from Fordbridge Park would not be stopped from

using the section of Celia Crescent leading to Kingston Road. Some residents within Celia Crescent would

also lose direct access onto Woodthorpe Road and free movement throughout the Crescent would be

restricted.

Option 3

5.5 Option 3 proposes to stop all access onto Kingston Road from Celia Crescent via a physical barrier, which is

illustrated as a manual swing arm gate that will span the width of the road. An example of the type of

specification of the manual swing arm gate is attached at Appendix J. Drawing 170102-04A (Appendix H)

illustrates where the swing arm gate would be positioned and also indicates that access will be for

emergency vehicles only. In general daily use it should be kept clear by all other vehicles. This option

would stop access from the west from Woodthorpe Road and the east from Fordbridge Park onto the

section of Celia Crescent to Kingston Road. However, this option also stops all residents, including those

living on this section of Celia Crescent from accessing Kingston Road. This would add to some residents’

journey time when leaving their place of residence as well as adding a small amount of traffic on other

junctions such as the Celia Crescent / Woodthorpe Road junction. However, by prohibiting access onto

Kingston Road, all residents would have the same access onto the surrounding road network, which will

reduce the possibility of disputes regarding access onto Kingston Road.

5.6 It is considered that Option 3 is the solution that addresses the majority of the issues raised by residents

within the local area. Whilst Options 1 and 2 contribute to stopping the majority of traffic from Woodthorpe

Road, they do not restrict vehicles travelling from Fordbridge Park using Celia Crescent to access Kingston

Road. It is noted that Fordbridge Park currently hosts large scale events, which bring high numbers of

visitors to the area and consequently vehicular traffic. It is understood that a new pavilion is currently

being constructed within the park. This has the opportunity to increase the likelihood of larger events

taking place more regularly.

5.7 Consequently, this will lead to more visitors and more traffic coming to the area, which will increase the

vehicular flows on Celia Crescent. If either Option 1 or 2 were implemented it is anticipated that these

vehicles would still have the potential to use the narrowest section of Celia Crescent leading to Kingston

Road when exiting the park to join back onto the surrounding road network, whereas Option 3 would

prohibit this and ensure the vehicles leave by the wider, more appropriate route.

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Martin Shortland

shashf / 170102 7

5.8 It would therefore be preferable to direct vehicles to the Woodthorpe Road/Celia Crescent junction. Whilst

this would direct traffic onto the straight east-west section of Celia Crescent, where cars could potentially

travel in excess of the posted speed limit, it is noted that speeding is not a problem along any part of the

Crescent.

Summary

5.9 Option 3 is considered to be the most suitable in addressing most of the issues raised by residents and is

the option that is considered to bring with it the least number of negative issues. Vehicles from both the

east and west would no longer have access to Kingston Road via Celia Crescent. Although this also applies

to the existing residents on the southern section of Celia Crescent, the relatively small number of vehicle

flows generated by residents is considered likely to result in only a minimal impact on the immediate

surrounding highway network. Furthermore, Option 3 would still enable the free movement of traffic of

existing residents around the crescent.

6.0 Refuse Collection

6.1 It should be noted that by introducing Option 3, refuse vehicles would not have access from this section of

Celia Crescent onto Kingston Road. Therefore, it is proposed that refuse vehicles would reverse down Celia

Crescent to service the necessary dwellings and then exit in a forward direction before turning left onto

Celia Crescent and gaining access to Woodthorpe Road as illustrated in drawing 170102-TK01A, attached at

Appendix K. The size of the vehicle demonstrated in this drawing is based upon Spelthorne Borough

Council’s Guidance on the Storage and Collection of Household Waste (updated November 2012).

6.2 It is understood that this arrangement currently takes place throughout the crescent on the residential

roads opposite to where the mitigation measure would be implemented. It is noted that these roads

measure approximately 125 metres, while the section of Celia Crescent being blocked off measures only 80

metres. Therefore, this proposed arrangement should not cause any highway issues as it is already in

occurrence on longer roads in the surrounding area.

7.0 Summary and Conclusions

7.1 Motion has been engaged by Martin Shortland to provide a traffic appraisal in relation to the existing traffic

situation on Celia Crescent and its surrounding roads located within Ashford. Celia Crescent is a residential

road that provides access to a number of residential dwellings and should only be used for carrying local

neighbourhood traffic.

7.2 It has been demonstrated that Celia Crescent is subject to a high proportion of rat running traffic as

vehicles seek to bypass the Woodthorpe Road / Kingston Road signalised junction. The assessment in this

note has demonstrated that Celia Crescent is subject to 365% of the traffic volumes that would typically be

expected on a road of this nature. This is consequently having a negative impact on residential amenity of

residents at Celia Crescent and has the potential to cause accidents where vehicles overrun the footway.

7.3 To mitigate and address the amount of traffic using Celia Crescent, SCC informally consulted on 3 possible

options, which have been considered in more detail in this note. It is recommended all access to Kingston

Road from Celia Crescent is restricted by prohibiting this movement through a manual swing arm gate, as

outlined in Option 3.

7.4 As a result of blocking this through access, general traffic would be expected to utilise the main routes

more suitable for through traffic and therefore the negative impacts that are currently associated with rat

running traffic such as reduced residential amenity and decreased highway safety would be significantly

eased for residents of Celia Crescent.

Page 187

Appendix A

ATC Commissioned byMotion

Page 188

Page 189

Site No: 21196001 Grid Reference: TQ05832,70854

Celia Crescent, Ashford (LC 11)

Vehicle Count Report Week Begin: 13-Jan-17 Channel: Northbound

Time Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Begin 13/01/2017 14/01/2017 15/01/2017 16/01/2017 17/01/2017 18/01/2017 19/01/2017 Av Av

00:00 0 5 3 0 1 1 0 0 1

01:00 0 0 0 1 0 0 0 0 0

02:00 0 0 0 0 0 0 0 0 0

03:00 0 0 0 0 0 1 0 0 0

04:00 0 0 0 0 0 1 1 0 0

05:00 0 0 1 0 0 0 0 0 0

06:00 4 5 1 5 6 2 4 4 4

07:00 8 10 1 9 6 11 6 8 7

08:00 33 11 3 16 14 9 13 17 14

09:00 39 11 6 14 12 16 14 19 16

10:00 23 9 8 7 10 15 16 14 13

11:00 23 12 8 16 9 8 9 13 12

12:00 27 18 12 14 11 18 20 18 17

13:00 38 13 12 12 8 18 5 16 15

14:00 18 14 11 17 23 16 7 16 15

15:00 31 16 11 20 17 18 19 21 19

16:00 23 12 13 32 25 18 25 25 21

17:00 16 13 7 24 15 18 11 17 15

18:00 20 12 12 15 20 15 23 19 17

19:00 17 8 5 18 15 14 12 15 13

20:00 10 4 4 9 13 6 8 9 8

21:00 6 2 6 4 5 5 10 6 5

22:00 2 4 3 4 5 5 7 5 4

23:00 2 0 1 2 2 1 4 2 2

12H,7-19 299 151 104 196 170 180 168 203 181

16H,6-22 336 170 120 232 209 207 202 237 211

18H,6-24 340 174 124 238 216 213 213 244 217

24H,0-24 340 179 128 239 217 216 214 245 219

Am 09:00 11:00 11:00 11:00 08:00 09:00 10:00 - -

Peak 39 12 8 16 14 16 16 20 17

Pm 13:00 12:00 16:00 16:00 16:00 17:00 16:00 - -

Peak 38 18 13 32 25 18 25 28 24

K & M TRAFFIC SURVEYS Created at 12:29:22 on 25 Jan 2017

Page 190



Vehicle Count Report Week Begin: 13-Jan-17 Channel: Southbound

Time Fri Sat Sun Mon Tue Wed Thu 5-Day 7-Day

Begin 13/01/2017 14/01/2017 15/01/2017 16/01/2017 17/01/2017 18/01/2017 19/01/2017 Av Av

00:00 1 0 0 0 1 0 0 0 0

01:00 2 0 2 2 0 0 0 1 1

02:00 1 0 4 2 1 1 0 1 1

03:00 0 1 2 0 2 0 0 0 1

04:00 2 2 1 5 2 4 1 3 2

05:00 3 3 1 6 4 4 3 4 3

06:00 11 7 4 14 6 8 13 10 9

07:00 32 12 9 37 47 44 33 39 31

08:00 83 22 10 96 82 92 86 88 67

09:00 35 31 23 38 22 27 35 31 30

10:00 36 43 15 37 25 32 39 34 32

11:00 27 51 36 27 32 24 33 29 33

12:00 30 58 23 31 30 40 32 33 35

13:00 32 35 42 23 28 26 33 28 31

14:00 35 34 30 38 41 45 48 41 39

15:00 38 37 24 39 37 40 44 40 37

16:00 39 22 26 54 60 44 54 50 43

17:00 29 21 17 35 38 44 44 38 33

18:00 19 16 9 24 27 35 23 26 22

19:00 21 23 7 17 13 18 25 19 18

20:00 13 11 15 8 16 14 11 12 13

21:00 10 2 4 10 7 9 5 8 7

22:00 4 9 3 7 7 6 7 6 6

23:00 2 6 0 1 1 2 2 2 2

12H,7-19 435 382 264 479 469 493 504 476 432

16H,6-22 490 425 294 528 511 542 558 526 478

18H,6-24 496 440 297 536 519 550 567 534 486

24H,0-24 505 446 307 551 529 559 571 543 495

Am 08:00 11:00 11:00 08:00 08:00 08:00 08:00 - -

Peak 83 51 36 96 82 92 86 88 75

Pm 16:00 12:00 13:00 16:00 16:00 14:00 16:00 - -

Peak 39 58 42 54 60 45 54 50 50


Page 191



Speed Report-Limit 30 Mph Fri 13-Jan-17 Channel: Northbound

Time Total 85th Mean Std. Bin 1 Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Bin 9 Bin 10 Bin 11 Bin 12

Begin Vol. %ile Ave. Dev. <6Mph 6-<11 11-<16 16-<21 21-<26 26-<31 31-<36 36-<41 41-<46 46-<51 51-<56 =>56

00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 4 - 17.3 2.8 0 0 1 3 0 0 0 0 0 0 0 0

07:00 8 - 17.3 5.3 0 1 2 3 2 0 0 0 0 0 0 0

08:00 33 24.1 20 3.9 0 0 4 16 12 1 0 0 0 0 0 0

09:00 39 23.4 18 5.1 0 4 8 15 12 0 0 0 0 0 0 0

10:00 23 23.2 18.9 3.9 0 0 5 11 7 0 0 0 0 0 0 0

11:00 23 23.2 19.4 3.6 0 0 3 13 7 0 0 0 0 0 0 0

12:00 27 24.7 20.7 4 0 0 2 13 10 2 0 0 0 0 0 0

13:00 38 24.6 19.9 5.1 0 1 8 10 18 0 1 0 0 0 0 0

14:00 18 24.5 18.8 6 0 2 3 7 4 2 0 0 0 0 0 0

15:00 31 24.3 20 4.2 0 0 4 16 9 2 0 0 0 0 0 0

16:00 23 25.1 20.9 4.9 0 1 2 7 11 2 0 0 0 0 0 0

17:00 16 29.1 21.6 6.9 0 0 4 5 1 5 1 0 0 0 0 0

18:00 20 29.1 23 6.2 0 0 3 4 7 4 2 0 0 0 0 0

19:00 17 24.5 20.6 4.2 0 0 2 7 7 1 0 0 0 0 0 0

20:00 10 29.3 24.5 5.3 0 0 0 3 3 3 1 0 0 0 0 0

21:00 6 - 21 3.1 0 0 0 3 3 0 0 0 0 0 0 0

22:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0

23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

12H,7-19 299 24.8 19.9 5 0 9 48 120 100 18 4 0 0 0 0 0

16H,6-22 336 24.9 20 5 0 9 51 136 113 22 5 0 0 0 0 0

18H,6-24 340 24.9 20 4.9 0 9 52 138 114 22 5 0 0 0 0 0

24H,0-24 340 24.9 20 4.9 0 9 52 138 114 22 5 0 0 0 0 0

Am 09:00 - - - - 09:00 09:00 08:00 09:00 08:00 - - - - - -

Peak 39 - - - - 4 8 16 12 1 - - - - - -

Pm 13:00 - 20:00 17:00 - 14:00 13:00 15:00 13:00 17:00 18:00 - - - - -

Peak 38 - 24.5 6.9 - 2 8 16 18 5 2 - - - - -


Page 192



Speed Report-Limit 30 Mph Sat 14-Jan-17 Channel: Northbound



00:00 5 - 24.5 4.4 0 0 0 1 2 2 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 5 - 16.5 3.1 0 0 2 3 0 0 0 0 0 0 0 0

07:00 10 23.5 19.5 4.8 0 0 2 5 2 1 0 0 0 0 0 0

08:00 11 22.4 18.5 4.1 0 0 3 5 3 0 0 0 0 0 0 0

09:00 11 23.3 19.4 4 0 0 2 5 4 0 0 0 0 0 0 0

10:00 9 - 19.6 3.6 0 0 1 5 3 0 0 0 0 0 0 0

11:00 12 19.5 17.3 5.8 0 2 2 6 1 1 0 0 0 0 0 0

12:00 18 24.8 20.2 5 0 1 1 9 5 2 0 0 0 0 0 0

13:00 13 21.9 19.3 3.1 0 0 1 9 3 0 0 0 0 0 0 0

14:00 14 23.4 19.6 3.8 0 0 2 7 5 0 0 0 0 0 0 0

15:00 16 25.3 21.6 5 0 0 1 7 6 1 1 0 0 0 0 0

16:00 12 22.8 19.3 4.4 0 0 2 7 2 1 0 0 0 0 0 0

17:00 13 23.6 18.9 5 0 0 4 5 3 1 0 0 0 0 0 0

18:00 12 25.3 22.7 4.4 0 0 1 2 7 2 0 0 0 0 0 0

19:00 8 - 22.3 4.7 0 0 0 4 2 2 0 0 0 0 0 0

20:00 4 - 22.3 4.9 0 0 0 2 1 1 0 0 0 0 0 0

21:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0

22:00 4 - 18.5 4.2 0 0 1 2 1 0 0 0 0 0 0 0

23:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

12H,7-19 151 24.5 19.7 4.6 0 3 22 72 44 9 1 0 0 0 0 0

16H,6-22 170 24.6 19.8 4.6 0 3 24 83 47 12 1 0 0 0 0 0

18H,6-24 174 24.6 19.8 4.6 0 3 25 85 48 12 1 0 0 0 0 0

24H,0-24 179 24.8 19.9 4.6 0 3 25 86 50 14 1 0 0 0 0 0

Am 11:00 - - - - 11:00 08:00 11:00 09:00 00:00 - - - - - -

Peak 12 - - - - 2 3 6 4 2 - - - - - -

Pm 12:00 - - - - 12:00 17:00 13:00 18:00 19:00 15:00 - - - - -

Peak 18 - - - - 1 4 9 7 2 1 - - - - -


Page 193



Speed Report-Limit 30 Mph Sun 15-Jan-17 Channel: Northbound



00:00 3 - 23.5 1.7 0 0 0 0 3 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

05:00 1 - 28.5 - 0 0 0 0 0 1 0 0 0 0 0 0

06:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

07:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

08:00 3 - 18.5 13.2 0 1 1 0 0 0 1 0 0 0 0 0

09:00 6 - 17.7 7.5 0 2 0 1 3 0 0 0 0 0 0 0

10:00 8 - 19.8 3.8 0 0 1 4 3 0 0 0 0 0 0 0

11:00 8 - 19.1 3.5 0 0 1 5 2 0 0 0 0 0 0 0

12:00 12 22.8 18.9 4.7 0 0 3 6 2 1 0 0 0 0 0 0

13:00 12 27.2 23.1 4.2 0 0 0 4 5 3 0 0 0 0 0 0

14:00 11 19.1 15.8 3.7 0 0 7 3 1 0 0 0 0 0 0 0

15:00 11 22.4 18 4.4 0 0 4 4 3 0 0 0 0 0 0 0

16:00 13 23.6 20 3.5 0 0 1 7 5 0 0 0 0 0 0 0

17:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0

18:00 12 25.3 22.3 4 0 0 0 5 5 2 0 0 0 0 0 0

19:00 5 - 20.5 4.6 0 0 1 1 3 0 0 0 0 0 0 0

20:00 4 - 22.3 2.8 0 0 0 1 3 0 0 0 0 0 0 0

21:00 6 - 19.3 6.7 0 1 0 3 1 1 0 0 0 0 0 0

22:00 3 - 16.8 3.1 0 0 1 2 0 0 0 0 0 0 0 0

23:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

12H,7-19 104 24.9 19.7 5.1 0 3 19 42 31 8 1 0 0 0 0 0

16H,6-22 120 24.9 19.8 5 0 4 20 48 38 9 1 0 0 0 0 0

18H,6-24 124 24.8 19.8 5 0 4 21 50 39 9 1 0 0 0 0 0

24H,0-24 128 25 19.9 5 0 4 21 50 42 10 1 0 0 0 0 0

Am 11:00 - - - - 09:00 11:00 11:00 10:00 05:00 08:00 - - - - -

Peak 8 - - - - 2 1 5 3 1 1 - - - - -

Pm 16:00 - 23:00 - - 21:00 14:00 16:00 18:00 13:00 - - - - - -

Peak 13 - 23.5 - - 1 7 7 5 3 - - - - - -


Page 194



Speed Report-Limit 30 Mph Mon 16-Jan-17 Channel: Northbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 5 - 21.5 4.6 0 0 0 3 1 1 0 0 0 0 0 0

07:00 9 - 21.3 6.8 0 1 0 3 4 0 1 0 0 0 0 0

08:00 16 23.1 19.4 3.6 0 0 2 9 5 0 0 0 0 0 0 0

09:00 14 24.4 19.9 5.5 0 2 0 4 8 0 0 0 0 0 0 0

10:00 7 - 21.4 5 0 0 1 2 3 1 0 0 0 0 0 0

11:00 16 24.4 19.8 4.9 0 0 4 5 6 1 0 0 0 0 0 0

12:00 14 20.6 17.8 3.6 0 0 4 8 2 0 0 0 0 0 0 0

13:00 12 24.7 20.6 4.7 0 0 2 4 5 1 0 0 0 0 0 0

14:00 17 22.2 17.6 4.6 0 1 5 7 4 0 0 0 0 0 0 0

15:00 20 24.4 20.3 4.6 0 1 1 9 8 1 0 0 0 0 0 0

16:00 32 25.3 19.8 6.4 1 3 1 14 9 3 1 0 0 0 0 0

17:00 24 24.5 21 4.1 0 0 1 12 10 0 1 0 0 0 0 0

18:00 15 25.4 21.2 4.8 0 0 2 5 6 2 0 0 0 0 0 0

19:00 18 25.4 22.7 5.1 0 0 1 5 10 0 2 0 0 0 0 0

20:00 9 - 20.7 4.6 0 0 1 4 3 1 0 0 0 0 0 0

21:00 4 - 22.3 2.8 0 0 0 1 3 0 0 0 0 0 0 0

22:00 4 - 21 6.5 0 0 1 1 1 1 0 0 0 0 0 0

23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

12H,7-19 196 24.7 19.9 5 1 8 23 82 70 9 3 0 0 0 0 0

16H,6-22 232 24.9 20.2 5 1 8 25 95 87 11 5 0 0 0 0 0

18H,6-24 238 24.9 20.2 5 1 8 26 97 89 12 5 0 0 0 0 0

24H,0-24 239 24.9 20.2 5 1 8 26 98 89 12 5 0 0 0 0 0

Am 11:00 - - - - 09:00 11:00 08:00 09:00 11:00 07:00 - - - - -

Peak 16 - - - - 2 4 9 8 1 1 - - - - -

Pm 16:00 - 19:00 22:00 16:00 16:00 14:00 16:00 19:00 16:00 19:00 - - - - -

Peak 32 - 22.7 6.5 1 3 5 14 10 3 2 - - - - -


Page 195



Speed Report-Limit 30 Mph Tue 17-Jan-17 Channel: Northbound



00:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0

07:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0

08:00 14 22 19.2 5.3 0 0 3 8 2 0 1 0 0 0 0 0

09:00 12 22.2 17.7 4.9 0 1 3 5 3 0 0 0 0 0 0 0

10:00 10 24.8 19.5 7.5 0 1 3 1 4 0 1 0 0 0 0 0

11:00 9 - 21.3 5.8 0 0 2 2 3 2 0 0 0 0 0 0

12:00 11 23.9 19.9 4.7 0 1 0 5 5 0 0 0 0 0 0 0

13:00 8 - 17.3 2.7 0 0 2 6 0 0 0 0 0 0 0 0

14:00 23 23.5 18.1 6.2 0 3 5 8 6 0 1 0 0 0 0 0

15:00 17 24.1 20 4.1 0 0 3 6 8 0 0 0 0 0 0 0

16:00 25 24.4 19.7 5.6 0 2 3 9 10 0 1 0 0 0 0 0

17:00 15 24.5 21.2 3.5 0 0 0 8 6 1 0 0 0 0 0 0

18:00 20 26.6 22.5 5 0 1 0 5 10 4 0 0 0 0 0 0

19:00 15 25.5 20.8 5.5 0 0 4 2 7 2 0 0 0 0 0 0

20:00 13 24.8 20.8 4.6 0 0 2 4 6 1 0 0 0 0 0 0

21:00 5 - 24.5 6.6 0 0 0 2 1 1 1 0 0 0 0 0

22:00 5 - 16.5 3.1 0 0 2 3 0 0 0 0 0 0 0 0

23:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0

12H,7-19 170 24.8 19.8 5.3 0 9 25 65 60 7 4 0 0 0 0 0

16H,6-22 209 25 20 5.3 0 9 32 75 77 11 5 0 0 0 0 0

18H,6-24 216 24.9 19.9 5.3 0 9 35 79 77 11 5 0 0 0 0 0

24H,0-24 217 24.9 19.9 5.2 0 9 35 80 77 11 5 0 0 0 0 0

Am 08:00 - - - - 10:00 10:00 08:00 10:00 11:00 10:00 - - - - -

Peak 14 - - - - 1 3 8 4 2 1 - - - - -

Pm 16:00 - 21:00 21:00 - 14:00 14:00 16:00 18:00 18:00 21:00 - - - - -

Peak 25 - 24.5 6.6 - 3 5 9 10 4 1 - - - - -


Page 196



Speed Report-Limit 30 Mph Wed 18-Jan-17 Channel: Northbound



00:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

07:00 11 24.1 16.7 7.6 0 4 1 2 3 1 0 0 0 0 0 0

08:00 9 - 22.4 3.6 0 0 0 3 5 1 0 0 0 0 0 0

09:00 16 22.8 18.2 5.5 0 2 2 8 3 1 0 0 0 0 0 0

10:00 15 24.1 20.2 4.3 0 0 1 10 2 2 0 0 0 0 0 0

11:00 8 - 21 3.1 0 0 0 4 4 0 0 0 0 0 0 0

12:00 18 24.5 19.3 5.7 0 2 1 9 4 2 0 0 0 0 0 0

13:00 18 24.2 19.6 4.6 0 0 4 7 6 1 0 0 0 0 0 0

14:00 16 24.9 19.8 5.2 0 0 4 6 4 2 0 0 0 0 0 0

15:00 18 25.3 21.6 4.1 0 0 1 7 8 2 0 0 0 0 0 0

16:00 18 25.7 21.6 5.6 0 1 2 3 9 3 0 0 0 0 0 0

17:00 18 25.7 21 4.8 0 0 2 8 5 3 0 0 0 0 0 0

18:00 15 25.4 21.8 5.1 0 0 1 6 6 1 1 0 0 0 0 0

19:00 14 24.7 21 4 0 0 1 6 6 1 0 0 0 0 0 0

20:00 6 - 20.2 4.3 0 0 1 2 3 0 0 0 0 0 0 0

21:00 5 - 23.5 1.6 0 0 0 0 5 0 0 0 0 0 0 0

22:00 5 - 18.5 5.2 0 0 2 1 2 0 0 0 0 0 0 0

23:00 1 - 13.5 - 0 0 1 0 0 0 0 0 0 0 0 0

12H,7-19 180 25.4 20.3 5.2 0 9 19 73 59 19 1 0 0 0 0 0

16H,6-22 207 25.3 20.4 5 0 9 21 82 74 20 1 0 0 0 0 0

18H,6-24 213 25.2 20.3 5 0 9 24 83 76 20 1 0 0 0 0 0

24H,0-24 216 25.2 20.3 5 0 9 24 84 78 20 1 0 0 0 0 0

Am 09:00 - - - - 07:00 09:00 10:00 08:00 10:00 - - - - - -

Peak 16 - - - - 4 2 10 5 2 - - - - - -

Pm 17:00 - 21:00 - - 12:00 14:00 12:00 16:00 17:00 18:00 - - - - -

Peak 18 - 23.5 - - 2 4 9 9 3 1 - - - - -


Page 197



Speed Report-Limit 30 Mph Thu 19-Jan-17 Channel: Northbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

05:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

06:00 4 - 21 6.5 0 0 1 1 1 1 0 0 0 0 0 0

07:00 6 - 22.7 4 0 0 0 2 3 1 0 0 0 0 0 0

08:00 13 24.2 20 4.5 0 0 2 6 4 1 0 0 0 0 0 0

09:00 14 24.4 19.2 5.7 0 1 3 4 5 1 0 0 0 0 0 0

10:00 16 22.8 16.9 6.4 0 4 2 6 3 1 0 0 0 0 0 0

11:00 9 - 22.4 3.6 0 0 0 3 5 1 0 0 0 0 0 0

12:00 20 23.9 19.5 4.4 0 0 4 9 6 1 0 0 0 0 0 0

13:00 5 - 19.5 2.6 0 0 0 4 1 0 0 0 0 0 0 0

14:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0

15:00 19 24.5 20.9 3.8 0 0 1 9 8 1 0 0 0 0 0 0

16:00 25 24.4 18.7 5.7 0 2 5 11 4 3 0 0 0 0 0 0

17:00 11 25.6 21.7 4.8 0 0 1 4 4 2 0 0 0 0 0 0

18:00 23 27.1 21.8 5.9 1 0 2 5 10 5 0 0 0 0 0 0

19:00 12 27.2 23.5 4 0 0 0 3 6 3 0 0 0 0 0 0

20:00 8 - 20.4 4 0 0 1 3 4 0 0 0 0 0 0 0

21:00 10 24.3 21 3.8 0 0 0 6 3 1 0 0 0 0 0 0

22:00 7 - 20.6 4.2 0 0 1 2 4 0 0 0 0 0 0 0

23:00 4 - 16 5.2 0 1 0 3 0 0 0 0 0 0 0 0

12H,7-19 168 25.3 20.1 5.2 1 7 20 67 55 18 0 0 0 0 0 0

16H,6-22 202 25.4 20.4 5.1 1 7 22 80 69 23 0 0 0 0 0 0

18H,6-24 213 25.4 20.3 5.1 1 8 23 85 73 23 0 0 0 0 0 0

24H,0-24 214 25.4 20.3 5.1 1 8 23 85 74 23 0 0 0 0 0 0

Am 10:00 - - - - 10:00 09:00 10:00 11:00 11:00 - - - - - -

Peak 16 - - - - 4 3 6 5 1 - - - - - -

Pm 16:00 - 19:00 18:00 18:00 16:00 16:00 16:00 18:00 18:00 - - - - - -

Peak 25 - 23.5 5.9 1 2 5 11 10 5 - - - - - -


Page 198



Speed Report-Limit 30 Mph Fri 13-Jan-17 Channel: Southbound



00:00 1 - 13.5 - 0 0 1 0 0 0 0 0 0 0 0 0

01:00 2 - 16 3.5 0 0 1 1 0 0 0 0 0 0 0 0

02:00 1 - 8.5 - 0 1 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 2 - 23.5 1.8 0 0 0 0 2 0 0 0 0 0 0 0

05:00 3 - 18.5 1.7 0 0 0 3 0 0 0 0 0 0 0 0

06:00 11 20.4 18.5 2.6 0 0 1 9 1 0 0 0 0 0 0 0

07:00 32 24.4 19.8 4.5 0 0 5 17 7 3 0 0 0 0 0 0

08:00 83 23.4 19.1 4 0 1 13 47 19 3 0 0 0 0 0 0

09:00 35 23.6 19.5 3.9 0 0 5 19 10 1 0 0 0 0 0 0

10:00 36 24 19.3 4.3 0 0 8 15 12 1 0 0 0 0 0 0

11:00 27 23.7 18.1 5.2 0 2 8 7 10 0 0 0 0 0 0 0

12:00 30 25.2 20.2 5.5 0 1 7 6 13 3 0 0 0 0 0 0

13:00 32 24.9 20.1 5.5 0 3 3 9 15 2 0 0 0 0 0 0

14:00 35 24.2 19.6 4.4 0 1 5 15 13 1 0 0 0 0 0 0

15:00 38 24.6 20.1 4.5 0 0 7 14 15 2 0 0 0 0 0 0

16:00 39 24.4 20.2 4.1 0 0 5 18 14 2 0 0 0 0 0 0

17:00 29 25.7 22.3 4.2 0 0 2 7 16 4 0 0 0 0 0 0

18:00 19 24.5 20.3 4.4 0 0 3 7 8 1 0 0 0 0 0 0

19:00 21 24.8 20.6 4.3 0 0 2 10 7 2 0 0 0 0 0 0

20:00 13 29.2 24.7 4.8 0 0 0 3 5 4 1 0 0 0 0 0

21:00 10 27.7 22 5.5 0 0 1 4 2 3 0 0 0 0 0 0

22:00 4 - 21 5.2 0 0 1 0 3 0 0 0 0 0 0 0

23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

12H,7-19 435 24.6 19.8 4.5 0 8 71 181 152 23 0 0 0 0 0 0

16H,6-22 490 24.8 20 4.6 0 8 75 207 167 32 1 0 0 0 0 0

18H,6-24 496 24.8 20 4.6 0 8 76 208 171 32 1 0 0 0 0 0

24H,0-24 505 24.8 19.9 4.6 0 9 78 212 173 32 1 0 0 0 0 0

Am 08:00 - - - - 11:00 08:00 08:00 08:00 08:00 - - - - - -

Peak 83 - - - - 2 13 47 19 3 - - - - - -

Pm 16:00 - 20:00 12:00 - 13:00 15:00 16:00 17:00 20:00 20:00 - - - - -

Peak 39 - 24.7 5.5 - 3 7 18 16 4 1 - - - - -


Page 199



Speed Report-Limit 30 Mph Sat 14-Jan-17 Channel: Southbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

04:00 2 - 23.5 7.1 0 0 0 1 0 1 0 0 0 0 0 0

05:00 3 - 20.2 3.1 0 0 0 2 1 0 0 0 0 0 0 0

06:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0

07:00 12 25.3 20.6 5.2 0 0 2 5 3 2 0 0 0 0 0 0

08:00 22 24.9 21.2 3.7 0 0 0 12 8 2 0 0 0 0 0 0

09:00 31 24.8 20.9 3.7 0 0 0 19 9 3 0 0 0 0 0 0

10:00 43 24.2 19.8 4.1 0 0 8 16 19 0 0 0 0 0 0 0

11:00 51 23.6 18.7 4.5 1 0 12 21 17 0 0 0 0 0 0 0

12:00 58 24.2 19.2 4.8 0 2 11 25 17 3 0 0 0 0 0 0

13:00 35 24.9 19.9 4.9 0 0 8 12 12 3 0 0 0 0 0 0

14:00 34 24.2 19.2 5 0 2 6 12 13 1 0 0 0 0 0 0

15:00 37 23.5 18.2 4.9 0 2 10 14 10 1 0 0 0 0 0 0

16:00 22 21.3 18 3.7 0 0 6 12 4 0 0 0 0 0 0 0

17:00 21 25.5 20.6 4.8 0 0 3 9 6 3 0 0 0 0 0 0

18:00 16 25.5 21.9 4.6 0 0 2 3 9 2 0 0 0 0 0 0

19:00 23 24.8 20.5 4.4 0 0 3 10 8 2 0 0 0 0 0 0

20:00 11 24.6 21.2 3.7 0 0 0 6 4 1 0 0 0 0 0 0

21:00 2 - 18.5 7.1 0 0 1 0 1 0 0 0 0 0 0 0

22:00 9 - 20.7 3 0 0 0 5 4 0 0 0 0 0 0 0

23:00 6 - 16 8.3 0 3 0 0 3 0 0 0 0 0 0 0

12H,7-19 382 24.5 19.6 4.6 1 6 68 160 127 20 0 0 0 0 0 0

16H,6-22 425 24.6 19.7 4.6 1 6 72 180 142 24 0 0 0 0 0 0

18H,6-24 440 24.6 19.7 4.6 1 9 72 185 149 24 0 0 0 0 0 0

24H,0-24 446 24.6 19.7 4.6 1 9 72 189 150 25 0 0 0 0 0 0

Am 11:00 - - - 11:00 - 11:00 11:00 10:00 09:00 - - - - - -

Peak 51 - - - 1 - 12 21 19 3 - - - - - -

Pm 12:00 - 18:00 23:00 - 23:00 12:00 12:00 12:00 17:00 - - - - - -

Peak 58 - 21.9 8.3 - 3 11 25 17 3 - - - - - -


Page 200



Speed Report-Limit 30 Mph Sun 15-Jan-17 Channel: Southbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0

02:00 4 - 16 5.2 0 1 0 3 0 0 0 0 0 0 0 0

03:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0

04:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

05:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

06:00 4 - 21 3.2 0 0 0 2 2 0 0 0 0 0 0 0

07:00 9 - 21.8 3.8 0 0 0 4 4 1 0 0 0 0 0 0

08:00 10 25 21 5.6 0 1 0 3 5 1 0 0 0 0 0 0

09:00 23 24.2 19.8 4.5 0 1 2 11 8 1 0 0 0 0 0 0

10:00 15 23.8 19.8 4.6 0 1 0 9 4 1 0 0 0 0 0 0

11:00 36 24.4 20 4.2 0 0 6 14 15 1 0 0 0 0 0 0

12:00 23 24.8 21.5 3.3 0 0 0 10 12 1 0 0 0 0 0 0

13:00 42 23.7 20 3.2 0 0 2 25 15 0 0 0 0 0 0 0

14:00 30 22.7 18.5 4.9 0 1 7 15 6 0 1 0 0 0 0 0

15:00 24 24.3 19.1 4.9 0 0 8 6 9 1 0 0 0 0 0 0

16:00 26 20.3 17.5 4.3 0 0 10 12 3 1 0 0 0 0 0 0

17:00 17 25 20.6 4.6 0 0 2 8 5 2 0 0 0 0 0 0

18:00 9 - 19.6 5.1 0 1 0 4 4 0 0 0 0 0 0 0

19:00 7 - 21.4 4.2 0 0 0 4 2 1 0 0 0 0 0 0

20:00 15 24.8 19.8 5 0 0 3 7 3 2 0 0 0 0 0 0

21:00 4 - 19.8 7.6 0 0 2 0 1 1 0 0 0 0 0 0

22:00 3 - 20.2 11.6 0 0 2 0 0 0 1 0 0 0 0 0

23:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

12H,7-19 264 24.4 19.8 4.4 0 5 37 121 90 10 1 0 0 0 0 0

16H,6-22 294 24.5 19.8 4.4 0 5 42 134 98 14 1 0 0 0 0 0

18H,6-24 297 24.5 19.8 4.5 0 5 44 134 98 14 2 0 0 0 0 0

24H,0-24 307 24.5 19.8 4.5 0 6 44 142 99 14 2 0 0 0 0 0

Am 11:00 - - - - 10:00 11:00 11:00 11:00 11:00 - - - - - -

Peak 36 - - - - 1 6 14 15 1 - - - - - -

Pm 13:00 - - - - 18:00 16:00 13:00 13:00 20:00 22:00 - - - - -

Peak 42 - - - - 1 10 25 15 2 1 - - - - -


Page 201



Speed Report-Limit 30 Mph Mon 16-Jan-17 Channel: Southbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 2 - 18.5 1.8 0 0 0 2 0 0 0 0 0 0 0 0

02:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 5 - 23.5 5.2 0 0 0 2 1 2 0 0 0 0 0 0

05:00 6 - 23.5 4.7 0 0 0 2 2 2 0 0 0 0 0 0

06:00 14 24.4 19.9 4.8 0 0 3 5 5 1 0 0 0 0 0 0

07:00 37 24.7 20.5 4.6 0 2 1 16 16 2 0 0 0 0 0 0

08:00 96 24.6 20.3 4.5 0 4 7 39 43 2 1 0 0 0 0 0

09:00 38 24.1 20.3 3.5 0 0 2 21 14 1 0 0 0 0 0 0

10:00 37 25.5 20.1 5.3 0 1 7 13 11 5 0 0 0 0 0 0

11:00 27 24.3 19.8 4.3 0 0 6 8 13 0 0 0 0 0 0 0

12:00 31 23.7 19.6 3.6 0 0 4 16 11 0 0 0 0 0 0 0

13:00 23 23.5 18.9 4.7 0 1 4 11 6 1 0 0 0 0 0 0

14:00 38 23.4 18.8 4.4 0 2 6 18 12 0 0 0 0 0 0 0

15:00 39 24.6 20.2 4.6 0 1 5 15 16 2 0 0 0 0 0 0

16:00 54 22.1 17.8 4.2 0 2 15 26 11 0 0 0 0 0 0 0

17:00 35 26.2 22.4 4.6 0 0 4 6 19 6 0 0 0 0 0 0

18:00 24 25.5 21.4 5.7 0 1 3 5 12 2 1 0 0 0 0 0

19:00 17 24.7 21.4 3.4 0 0 0 8 8 1 0 0 0 0 0 0

20:00 8 - 19.1 4.4 0 0 2 3 3 0 0 0 0 0 0 0

21:00 10 24 20.5 3.8 0 0 1 4 5 0 0 0 0 0 0 0

22:00 7 - 23 9.8 1 0 0 1 3 0 2 0 0 0 0 0

23:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

12H,7-19 479 24.7 20 4.6 0 14 64 194 184 21 2 0 0 0 0 0

16H,6-22 528 24.7 20 4.6 0 14 70 214 205 23 2 0 0 0 0 0

18H,6-24 536 24.7 20 4.7 1 14 70 216 208 23 4 0 0 0 0 0

24H,0-24 551 24.8 20.1 4.7 1 14 70 223 212 27 4 0 0 0 0 0

Am 08:00 - - - - 08:00 10:00 08:00 08:00 10:00 08:00 - - - - -

Peak 96 - - - - 4 7 39 43 5 1 - - - - -

Pm 16:00 - 22:00 - 22:00 16:00 16:00 16:00 17:00 17:00 22:00 - - - - -

Peak 54 - 23 - 1 2 15 26 19 6 2 - - - - -


Page 202



Speed Report-Limit 30 Mph Tue 17-Jan-17 Channel: Southbound



00:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

03:00 2 - 16 10.6 0 1 0 0 1 0 0 0 0 0 0 0

04:00 2 - 14.2 13.2 1 0 0 0 1 0 0 0 0 0 0 0

05:00 4 - 21 3.2 0 0 0 2 2 0 0 0 0 0 0 0

06:00 6 - 19.3 4 0 0 1 3 2 0 0 0 0 0 0 0

07:00 47 24.8 20.4 4.5 0 1 5 19 19 3 0 0 0 0 0 0

08:00 82 25 20.9 4 0 0 6 36 34 6 0 0 0 0 0 0

09:00 22 23.6 19 4.6 0 1 4 9 8 0 0 0 0 0 0 0

10:00 25 24.5 20.3 4.5 0 1 3 7 14 0 0 0 0 0 0 0

11:00 32 21.7 17.9 4.2 0 0 11 15 5 1 0 0 0 0 0 0

12:00 30 23.5 18.8 4.8 0 1 6 15 6 2 0 0 0 0 0 0

13:00 28 24.3 20.3 4.1 0 1 1 14 11 1 0 0 0 0 0 0

14:00 41 23.2 18.5 4.4 0 2 8 19 12 0 0 0 0 0 0 0

15:00 37 24.1 20.4 3.3 0 0 1 22 13 1 0 0 0 0 0 0

16:00 60 23.7 19.3 4.3 1 1 7 30 21 0 0 0 0 0 0 0

17:00 38 25.2 20.9 4.7 0 0 4 17 13 3 1 0 0 0 0 0

18:00 27 25.5 21.8 4.4 0 0 3 6 15 3 0 0 0 0 0 0

19:00 13 23.6 20 3.5 0 0 1 7 5 0 0 0 0 0 0 0

20:00 16 24.1 19.4 5.1 0 1 2 7 5 1 0 0 0 0 0 0

21:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0

22:00 7 - 22.8 3.7 0 0 0 2 4 1 0 0 0 0 0 0

23:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

12H,7-19 469 24.5 20 4.4 1 8 59 209 171 20 1 0 0 0 0 0

16H,6-22 511 24.6 20 4.4 1 9 64 228 185 23 1 0 0 0 0 0

18H,6-24 519 24.6 20 4.4 1 9 64 230 190 24 1 0 0 0 0 0

24H,0-24 529 24.6 20 4.4 2 10 64 233 195 24 1 0 0 0 0 0

Am 08:00 - - - 04:00 10:00 11:00 08:00 08:00 08:00 - - - - - -

Peak 82 - - - 1 1 11 36 34 6 - - - - - -

Pm 16:00 - 23:00 - 16:00 14:00 14:00 16:00 16:00 18:00 17:00 - - - - -

Peak 60 - 23.5 - 1 2 8 30 21 3 1 - - - - -


Page 203



Speed Report-Limit 30 Mph Wed 18-Jan-17 Channel: Southbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 1 - 23.5 - 0 0 0 0 1 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 4 - 23.5 4.2 0 0 0 1 2 1 0 0 0 0 0 0

05:00 4 - 18.5 4.2 0 0 1 2 1 0 0 0 0 0 0 0

06:00 8 - 19.8 5.3 0 0 2 3 2 1 0 0 0 0 0 0

07:00 44 23.6 17.9 5.3 0 5 10 14 15 0 0 0 0 0 0 0

08:00 92 24.9 21 3.9 0 0 8 34 46 4 0 0 0 0 0 0

09:00 27 25.7 21.1 5.6 0 1 3 9 10 3 1 0 0 0 0 0

10:00 32 25.2 21.2 4.6 0 1 2 11 15 3 0 0 0 0 0 0

11:00 24 24.9 21 5.5 0 2 1 6 14 0 1 0 0 0 0 0

12:00 40 24.3 19.8 4.3 0 0 6 21 10 3 0 0 0 0 0 0

13:00 26 23.9 20 3.7 0 0 2 15 8 1 0 0 0 0 0 0

14:00 45 24.5 20.4 4.1 0 1 4 18 21 1 0 0 0 0 0 0

15:00 40 24.9 19.3 5.6 0 3 7 15 11 4 0 0 0 0 0 0

16:00 44 25 21 4.2 0 1 2 18 20 3 0 0 0 0 0 0

17:00 44 25.1 21.2 4.2 0 0 5 13 23 3 0 0 0 0 0 0

18:00 35 25.8 21.2 5.1 0 1 4 10 15 5 0 0 0 0 0 0

19:00 18 24.2 19.9 4.4 0 0 3 8 6 1 0 0 0 0 0 0

20:00 14 25.6 22.4 3.8 0 0 0 5 7 2 0 0 0 0 0 0

21:00 9 - 20.7 5.3 0 1 0 2 6 0 0 0 0 0 0 0

22:00 6 - 21 3.1 0 0 0 3 3 0 0 0 0 0 0 0

23:00 2 - 21 3.5 0 0 0 1 1 0 0 0 0 0 0 0

12H,7-19 493 25 20.4 4.7 0 15 54 184 208 30 2 0 0 0 0 0

16H,6-22 542 25 20.5 4.7 0 16 59 202 229 34 2 0 0 0 0 0

18H,6-24 550 25 20.5 4.6 0 16 59 206 233 34 2 0 0 0 0 0

24H,0-24 559 25 20.5 4.6 0 16 60 209 237 35 2 0 0 0 0 0

Am 08:00 - - - - 07:00 07:00 08:00 08:00 08:00 11:00 - - - - -

Peak 92 - - - - 5 10 34 46 4 1 - - - - -

Pm 14:00 - 20:00 15:00 - 15:00 15:00 12:00 17:00 18:00 - - - - - -

Peak 45 - 22.4 5.6 - 3 7 21 23 5 - - - - - -


Page 204



Speed Report-Limit 30 Mph Thu 19-Jan-17 Channel: Southbound



00:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

01:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

02:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

03:00 0 - - - 0 0 0 0 0 0 0 0 0 0 0 0

04:00 1 - 18.5 - 0 0 0 1 0 0 0 0 0 0 0 0

05:00 3 - 20.2 3.1 0 0 0 2 1 0 0 0 0 0 0 0

06:00 13 22.4 18.9 4.9 0 1 1 8 2 1 0 0 0 0 0 0

07:00 33 24.8 21.2 4 0 1 1 11 19 1 0 0 0 0 0 0

08:00 86 25.8 21.3 4.8 0 2 5 34 33 11 1 0 0 0 0 0

09:00 35 24.4 20.1 4.6 0 2 2 15 15 1 0 0 0 0 0 0

10:00 39 24 19.3 4.7 0 2 5 19 11 2 0 0 0 0 0 0

11:00 33 24.4 20.2 4.1 0 0 4 16 11 2 0 0 0 0 0 0

12:00 32 24.1 19.8 4.1 0 0 6 12 14 0 0 0 0 0 0 0

13:00 33 24.9 21.4 3.4 0 0 0 16 15 2 0 0 0 0 0 0

14:00 48 25.3 21.1 4.2 0 0 4 20 19 5 0 0 0 0 0 0

15:00 44 24.3 20 4.1 0 0 6 21 15 2 0 0 0 0 0 0

16:00 54 25.5 21.4 4.4 0 0 6 17 25 6 0 0 0 0 0 0

17:00 44 25.7 21.2 4.5 0 0 4 18 16 6 0 0 0 0 0 0

18:00 23 29.8 22.7 7.2 1 0 2 6 7 4 3 0 0 0 0 0

19:00 25 24.2 20.1 4 0 0 4 9 12 0 0 0 0 0 0 0

20:00 11 25.3 22.1 5.7 0 0 1 4 4 1 1 0 0 0 0 0

21:00 5 - 20.5 3.1 0 0 0 3 2 0 0 0 0 0 0 0

22:00 7 - 22.1 5.7 0 0 1 2 2 2 0 0 0 0 0 0

23:00 2 - 21 17.7 0 1 0 0 0 0 1 0 0 0 0 0

12H,7-19 504 25.2 20.8 4.6 1 7 45 205 200 42 4 0 0 0 0 0

16H,6-22 558 25.2 20.8 4.6 1 8 51 229 220 44 5 0 0 0 0 0

18H,6-24 567 25.2 20.8 4.6 1 9 52 231 222 46 6 0 0 0 0 0

24H,0-24 571 25.2 20.8 4.6 1 9 52 234 223 46 6 0 0 0 0 0

Am 08:00 - - - - 10:00 10:00 08:00 08:00 08:00 08:00 - - - - -

Peak 86 - - - - 2 5 34 33 11 1 - - - - -

Pm 16:00 - 18:00 23:00 18:00 23:00 16:00 15:00 16:00 17:00 18:00 - - - - -

Peak 54 - 22.7 17.7 1 1 6 21 25 6 3 - - - - -


Page 205



Class Report FHWA Fri 13-Jan-17 Channel: Northbound

Time Total Bin 1 Bin 1 Bin 2 Bin 2 Bin 3 Bin 3 Bin 4 Bin 4 Bin 5 Bin 5

Begin Vol. Motorcycles% Cars % LGV % HGV % Buses %

00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 0 0 - 0 - 0 - 0 - 0 -

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 4 1 25 3 75 0 0 0 0 0 0

07:00 8 0 0 6 75 2 25 0 0 0 0

08:00 33 0 0 30 90.91 2 6.06 1 3.03 0 0

09:00 39 0 0 37 94.87 1 2.56 1 2.56 0 0

10:00 23 0 0 19 82.61 4 17.39 0 0 0 0

11:00 23 0 0 18 78.26 4 17.39 1 4.35 0 0

12:00 27 0 0 23 85.19 4 14.81 0 0 0 0

13:00 38 0 0 36 94.74 1 2.63 1 2.63 0 0

14:00 18 1 5.56 16 88.89 1 5.56 0 0 0 0

15:00 31 0 0 30 96.77 1 3.23 0 0 0 0

16:00 23 2 8.7 19 82.61 2 8.7 0 0 0 0

17:00 16 0 0 14 87.5 2 12.5 0 0 0 0

18:00 20 0 0 19 95 1 5 0 0 0 0

19:00 17 1 5.88 16 94.12 0 0 0 0 0 0

20:00 10 0 0 10 100 0 0 0 0 0 0

21:00 6 0 0 6 100 0 0 0 0 0 0

22:00 2 0 0 2 100 0 0 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 299 3 1 267 89.3 25 8.36 4 1.34 0 0

16H,6-22 336 5 1.49 302 89.88 25 7.44 4 1.19 0 0

18H,6-24 340 5 1.47 306 90 25 7.35 4 1.18 0 0

24H,0-24 340 5 1.47 306 90 25 7.35 4 1.18 0 0

Am 09:00 06:00 - 09:00 - 10:00 - 08:00 - 00:00 -

Peak 39 1 - 37 - 4 - 1 - 0 -

Pm 13:00 16:00 - 13:00 - 12:00 - 13:00 - 00:00 -

Peak 38 2 - 36 - 4 - 1 - 0 -


Page 206



Class Report FHWA Sat 14-Jan-17 Channel: Northbound



00:00 5 0 0 5 100 0 0 0 0 0 0

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 0 0 - 0 - 0 - 0 - 0 -

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 5 1 20 3 60 1 20 0 0 0 0

07:00 10 0 0 5 50 5 50 0 0 0 0

08:00 11 0 0 11 100 0 0 0 0 0 0

09:00 11 0 0 11 100 0 0 0 0 0 0

10:00 9 0 0 9 100 0 0 0 0 0 0

11:00 12 0 0 12 100 0 0 0 0 0 0

12:00 18 0 0 16 88.89 2 11.11 0 0 0 0

13:00 13 0 0 12 92.31 1 7.69 0 0 0 0

14:00 14 0 0 14 100 0 0 0 0 0 0

15:00 16 0 0 15 93.75 1 6.25 0 0 0 0

16:00 12 0 0 12 100 0 0 0 0 0 0

17:00 13 0 0 13 100 0 0 0 0 0 0

18:00 12 0 0 10 83.33 2 16.67 0 0 0 0

19:00 8 0 0 8 100 0 0 0 0 0 0

20:00 4 0 0 3 75 1 25 0 0 0 0

21:00 2 0 0 2 100 0 0 0 0 0 0

22:00 4 0 0 4 100 0 0 0 0 0 0

23:00 0 0 - 0 - 0 - 0 - 0 -

12H,7-19 151 0 0 140 92.72 11 7.28 0 0 0 0

16H,6-22 170 1 0.59 156 91.76 13 7.65 0 0 0 0

18H,6-24 174 1 0.57 160 91.95 13 7.47 0 0 0 0

24H,0-24 179 1 0.56 165 92.18 13 7.26 0 0 0 0

Am 11:00 06:00 - 11:00 - 07:00 - 00:00 - 00:00 -

Peak 12 1 - 12 - 5 - 0 - 0 -

Pm 12:00 00:00 - 12:00 - 12:00 - 00:00 - 00:00 -

Peak 18 0 - 16 - 2 - 0 - 0 -


Page 207



Class Report FHWA Sun 15-Jan-17 Channel: Northbound



00:00 3 0 0 3 100 0 0 0 0 0 0

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 0 0 - 0 - 0 - 0 - 0 -

05:00 1 0 0 1 100 0 0 0 0 0 0

06:00 1 0 0 1 100 0 0 0 0 0 0

07:00 1 0 0 1 100 0 0 0 0 0 0

08:00 3 1 33.33 2 66.67 0 0 0 0 0 0

09:00 6 0 0 6 100 0 0 0 0 0 0

10:00 8 0 0 8 100 0 0 0 0 0 0

11:00 8 0 0 8 100 0 0 0 0 0 0

12:00 12 0 0 12 100 0 0 0 0 0 0

13:00 12 0 0 11 91.67 1 8.33 0 0 0 0

14:00 11 0 0 10 90.91 1 9.09 0 0 0 0

15:00 11 0 0 10 90.91 1 9.09 0 0 0 0

16:00 13 0 0 13 100 0 0 0 0 0 0

17:00 7 0 0 7 100 0 0 0 0 0 0

18:00 12 0 0 12 100 0 0 0 0 0 0

19:00 5 0 0 5 100 0 0 0 0 0 0

20:00 4 0 0 3 75 1 25 0 0 0 0

21:00 6 1 16.67 5 83.33 0 0 0 0 0 0

22:00 3 0 0 3 100 0 0 0 0 0 0

23:00 1 0 0 1 100 0 0 0 0 0 0

12H,7-19 104 1 0.96 100 96.15 3 2.88 0 0 0 0

16H,6-22 120 2 1.67 114 95 4 3.33 0 0 0 0

18H,6-24 124 2 1.61 118 95.16 4 3.23 0 0 0 0

24H,0-24 128 2 1.56 122 95.31 4 3.13 0 0 0 0

Am 10:00 08:00 - 10:00 - 00:00 - 00:00 - 00:00 -

Peak 8 1 - 8 - 0 - 0 - 0 -

Pm 16:00 21:00 - 16:00 - 13:00 - 00:00 - 00:00 -

Peak 13 1 - 13 - 1 - 0 - 0 -


Page 208



Class Report FHWA Mon 16-Jan-17 Channel: Northbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 1 0 0 1 100 0 0 0 0 0 0

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 0 0 - 0 - 0 - 0 - 0 -

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 5 0 0 4 80 1 20 0 0 0 0

07:00 9 2 22.22 5 55.56 2 22.22 0 0 0 0

08:00 16 0 0 13 81.25 2 12.5 1 6.25 0 0

09:00 14 0 0 12 85.71 2 14.29 0 0 0 0

10:00 7 0 0 5 71.43 2 28.57 0 0 0 0

11:00 16 0 0 14 87.5 2 12.5 0 0 0 0

12:00 14 0 0 14 100 0 0 0 0 0 0

13:00 12 0 0 12 100 0 0 0 0 0 0

14:00 17 0 0 14 82.35 3 17.65 0 0 0 0

15:00 20 0 0 18 90 2 10 0 0 0 0

16:00 32 3 9.38 24 75 4 12.5 1 3.13 0 0

17:00 24 0 0 23 95.83 1 4.17 0 0 0 0

18:00 15 1 6.67 12 80 2 13.33 0 0 0 0

19:00 18 0 0 17 94.44 1 5.56 0 0 0 0

20:00 9 0 0 6 66.67 3 33.33 0 0 0 0

21:00 4 0 0 3 75 1 25 0 0 0 0

22:00 4 0 0 4 100 0 0 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 196 6 3.06 166 84.69 22 11.22 2 1.02 0 0

16H,6-22 232 6 2.59 196 84.48 28 12.07 2 0.86 0 0

18H,6-24 238 6 2.52 202 84.87 28 11.76 2 0.84 0 0

24H,0-24 239 6 2.51 203 84.94 28 11.72 2 0.84 0 0

Am 08:00 07:00 - 11:00 - 07:00 - 08:00 - 00:00 -

Peak 16 2 - 14 - 2 - 1 - 0 -

Pm 16:00 16:00 - 16:00 - 16:00 - 16:00 - 00:00 -

Peak 32 3 - 24 - 4 - 1 - 0 -


Page 209



Class Report FHWA Tue 17-Jan-17 Channel: Northbound



00:00 1 0 0 1 100 0 0 0 0 0 0

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 0 0 - 0 - 0 - 0 - 0 -

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 6 0 0 5 83.33 1 16.67 0 0 0 0

07:00 6 0 0 4 66.67 2 33.33 0 0 0 0

08:00 14 0 0 11 78.57 2 14.29 1 7.14 0 0

09:00 12 0 0 10 83.33 1 8.33 1 8.33 0 0

10:00 10 0 0 9 90 1 10 0 0 0 0

11:00 9 0 0 7 77.78 1 11.11 1 11.11 0 0

12:00 11 0 0 10 90.91 1 9.09 0 0 0 0

13:00 8 0 0 6 75 2 25 0 0 0 0

14:00 23 1 4.35 19 82.61 3 13.04 0 0 0 0

15:00 17 0 0 16 94.12 1 5.88 0 0 0 0

16:00 25 1 4 21 84 3 12 0 0 0 0

17:00 15 0 0 15 100 0 0 0 0 0 0

18:00 20 1 5 18 90 1 5 0 0 0 0

19:00 15 1 6.67 13 86.67 1 6.67 0 0 0 0

20:00 13 0 0 12 92.31 1 7.69 0 0 0 0

21:00 5 0 0 5 100 0 0 0 0 0 0

22:00 5 0 0 4 80 1 20 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 170 3 1.76 146 85.88 18 10.59 3 1.76 0 0

16H,6-22 209 4 1.91 181 86.6 21 10.05 3 1.44 0 0

18H,6-24 216 4 1.85 187 86.57 22 10.19 3 1.39 0 0

24H,0-24 217 4 1.84 188 86.64 22 10.14 3 1.38 0 0

Am 08:00 00:00 - 08:00 - 07:00 - 08:00 - 00:00 -

Peak 14 0 - 11 - 2 - 1 - 0 -

Pm 16:00 14:00 - 16:00 - 14:00 - 00:00 - 00:00 -

Peak 25 1 - 21 - 3 - 0 - 0 -


Page 210



Class Report FHWA Wed 18-Jan-17 Channel: Northbound



00:00 1 0 0 1 100 0 0 0 0 0 0

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 1 0 0 0 0 1 100 0 0 0 0

04:00 1 0 0 0 0 1 100 0 0 0 0

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 2 0 0 2 100 0 0 0 0 0 0

07:00 11 2 18.18 6 54.55 3 27.27 0 0 0 0

08:00 9 0 0 8 88.89 1 11.11 0 0 0 0

09:00 16 0 0 13 81.25 3 18.75 0 0 0 0

10:00 15 1 6.67 13 86.67 1 6.67 0 0 0 0

11:00 8 0 0 7 87.5 1 12.5 0 0 0 0

12:00 18 0 0 16 88.89 2 11.11 0 0 0 0

13:00 18 2 11.11 13 72.22 3 16.67 0 0 0 0

14:00 16 1 6.25 11 68.75 3 18.75 1 6.25 0 0

15:00 18 0 0 18 100 0 0 0 0 0 0

16:00 18 2 11.11 12 66.67 4 22.22 0 0 0 0

17:00 18 0 0 16 88.89 2 11.11 0 0 0 0

18:00 15 0 0 13 86.67 2 13.33 0 0 0 0

19:00 14 0 0 14 100 0 0 0 0 0 0

20:00 6 0 0 5 83.33 1 16.67 0 0 0 0

21:00 5 0 0 5 100 0 0 0 0 0 0

22:00 5 0 0 5 100 0 0 0 0 0 0

23:00 1 0 0 1 100 0 0 0 0 0 0

12H,7-19 180 8 4.44 146 81.11 25 13.89 1 0.56 0 0

16H,6-22 207 8 3.86 172 83.09 26 12.56 1 0.48 0 0

18H,6-24 213 8 3.76 178 83.57 26 12.21 1 0.47 0 0

24H,0-24 216 8 3.7 179 82.87 28 12.96 1 0.46 0 0

Am 09:00 07:00 - 09:00 - 07:00 - 00:00 - 00:00 -

Peak 16 2 - 13 - 3 - 0 - 0 -

Pm 12:00 13:00 - 15:00 - 16:00 - 14:00 - 00:00 -

Peak 18 2 - 18 - 4 - 1 - 0 -


Page 211



Class Report FHWA Thu 19-Jan-17 Channel: Northbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 1 0 0 1 100 0 0 0 0 0 0

05:00 0 0 - 0 - 0 - 0 - 0 -

06:00 4 1 25 3 75 0 0 0 0 0 0

07:00 6 0 0 4 66.67 2 33.33 0 0 0 0

08:00 13 0 0 10 76.92 3 23.08 0 0 0 0

09:00 14 0 0 12 85.71 2 14.29 0 0 0 0

10:00 16 0 0 15 93.75 1 6.25 0 0 0 0

11:00 9 0 0 8 88.89 1 11.11 0 0 0 0

12:00 20 0 0 18 90 2 10 0 0 0 0

13:00 5 0 0 5 100 0 0 0 0 0 0

14:00 7 0 0 6 85.71 1 14.29 0 0 0 0

15:00 19 0 0 18 94.74 1 5.26 0 0 0 0

16:00 25 3 12 18 72 4 16 0 0 0 0

17:00 11 0 0 9 81.82 2 18.18 0 0 0 0

18:00 23 1 4.35 20 86.96 2 8.7 0 0 0 0

19:00 12 0 0 10 83.33 2 16.67 0 0 0 0

20:00 8 0 0 8 100 0 0 0 0 0 0

21:00 10 0 0 9 90 1 10 0 0 0 0

22:00 7 0 0 7 100 0 0 0 0 0 0

23:00 4 0 0 4 100 0 0 0 0 0 0

12H,7-19 168 4 2.38 143 85.12 21 12.5 0 0 0 0

16H,6-22 202 5 2.48 173 85.64 24 11.88 0 0 0 0

18H,6-24 213 5 2.35 184 86.38 24 11.27 0 0 0 0

24H,0-24 214 5 2.34 185 86.45 24 11.21 0 0 0 0

Am 10:00 06:00 - 10:00 - 08:00 - 00:00 - 00:00 -

Peak 16 1 - 15 - 3 - 0 - 0 -

Pm 16:00 16:00 - 18:00 - 16:00 - 00:00 - 00:00 -

Peak 25 3 - 20 - 4 - 0 - 0 -


Page 212



Class Report FHWA Fri 13-Jan-17 Channel: Southbound



00:00 1 0 0 1 100 0 0 0 0 0 0

01:00 2 1 50 1 50 0 0 0 0 0 0

02:00 1 0 0 1 100 0 0 0 0 0 0

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 2 0 0 1 50 1 50 0 0 0 0

05:00 3 0 0 3 100 0 0 0 0 0 0

06:00 11 1 9.09 10 90.91 0 0 0 0 0 0

07:00 32 0 0 26 81.25 6 18.75 0 0 0 0

08:00 83 3 3.61 75 90.36 5 6.02 0 0 0 0

09:00 35 1 2.86 31 88.57 3 8.57 0 0 0 0

10:00 36 1 2.78 30 83.33 5 13.89 0 0 0 0

11:00 27 1 3.7 22 81.48 4 14.81 0 0 0 0

12:00 30 2 6.67 26 86.67 2 6.67 0 0 0 0

13:00 32 2 6.25 25 78.13 4 12.5 1 3.13 0 0

14:00 35 1 2.86 30 85.71 3 8.57 1 2.86 0 0

15:00 38 1 2.63 35 92.11 2 5.26 0 0 0 0

16:00 39 0 0 38 97.44 1 2.56 0 0 0 0

17:00 29 4 13.79 25 86.21 0 0 0 0 0 0

18:00 19 0 0 19 100 0 0 0 0 0 0

19:00 21 1 4.76 20 95.24 0 0 0 0 0 0

20:00 13 0 0 13 100 0 0 0 0 0 0

21:00 10 0 0 10 100 0 0 0 0 0 0

22:00 4 0 0 4 100 0 0 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 435 16 3.68 382 87.82 35 8.05 2 0.46 0 0

16H,6-22 490 18 3.67 435 88.78 35 7.14 2 0.41 0 0

18H,6-24 496 18 3.63 441 88.91 35 7.06 2 0.4 0 0

24H,0-24 505 19 3.76 448 88.71 36 7.13 2 0.4 0 0

Am 08:00 08:00 - 08:00 - 07:00 - 00:00 - 00:00 -

Peak 83 3 - 75 - 6 - 0 - 0 -

Pm 16:00 17:00 - 16:00 - 13:00 - 13:00 - 00:00 -

Peak 39 4 - 38 - 4 - 1 - 0 -


Page 213



Class Report FHWA Sat 14-Jan-17 Channel: Southbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 1 0 0 1 100 0 0 0 0 0 0

04:00 2 0 0 1 50 1 50 0 0 0 0

05:00 3 0 0 3 100 0 0 0 0 0 0

06:00 7 0 0 7 100 0 0 0 0 0 0

07:00 12 0 0 10 83.33 2 16.67 0 0 0 0

08:00 22 0 0 19 86.36 3 13.64 0 0 0 0

09:00 31 0 0 30 96.77 1 3.23 0 0 0 0

10:00 43 0 0 39 90.7 4 9.3 0 0 0 0

11:00 51 1 1.96 49 96.08 1 1.96 0 0 0 0

12:00 58 1 1.72 55 94.83 2 3.45 0 0 0 0

13:00 35 0 0 34 97.14 1 2.86 0 0 0 0

14:00 34 1 2.94 32 94.12 1 2.94 0 0 0 0

15:00 37 1 2.7 34 91.89 2 5.41 0 0 0 0

16:00 22 1 4.55 21 95.45 0 0 0 0 0 0

17:00 21 1 4.76 20 95.24 0 0 0 0 0 0

18:00 16 0 0 15 93.75 1 6.25 0 0 0 0

19:00 23 1 4.35 22 95.65 0 0 0 0 0 0

20:00 11 0 0 11 100 0 0 0 0 0 0

21:00 2 0 0 2 100 0 0 0 0 0 0

22:00 9 0 0 9 100 0 0 0 0 0 0

23:00 6 0 0 6 100 0 0 0 0 0 0

12H,7-19 382 6 1.57 358 93.72 18 4.71 0 0 0 0

16H,6-22 425 7 1.65 400 94.12 18 4.24 0 0 0 0

18H,6-24 440 7 1.59 415 94.32 18 4.09 0 0 0 0

24H,0-24 446 7 1.57 420 94.17 19 4.26 0 0 0 0

Am 11:00 11:00 - 11:00 - 10:00 - 00:00 - 00:00 -

Peak 51 1 - 49 - 4 - 0 - 0 -

Pm 12:00 12:00 - 12:00 - 12:00 - 00:00 - 00:00 -

Peak 58 1 - 55 - 2 - 0 - 0 -


Page 214



Class Report FHWA Sun 15-Jan-17 Channel: Southbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 2 1 50 1 50 0 0 0 0 0 0

02:00 4 1 25 3 75 0 0 0 0 0 0

03:00 2 0 0 2 100 0 0 0 0 0 0

04:00 1 0 0 1 100 0 0 0 0 0 0

05:00 1 0 0 0 0 1 100 0 0 0 0

06:00 4 0 0 4 100 0 0 0 0 0 0

07:00 9 0 0 9 100 0 0 0 0 0 0

08:00 10 0 0 9 90 1 10 0 0 0 0

09:00 23 0 0 23 100 0 0 0 0 0 0

10:00 15 0 0 15 100 0 0 0 0 0 0

11:00 36 0 0 35 97.22 1 2.78 0 0 0 0

12:00 23 0 0 22 95.65 1 4.35 0 0 0 0

13:00 42 0 0 40 95.24 2 4.76 0 0 0 0

14:00 30 1 3.33 27 90 2 6.67 0 0 0 0

15:00 24 1 4.17 22 91.67 1 4.17 0 0 0 0

16:00 26 1 3.85 25 96.15 0 0 0 0 0 0

17:00 17 0 0 17 100 0 0 0 0 0 0

18:00 9 0 0 9 100 0 0 0 0 0 0

19:00 7 0 0 7 100 0 0 0 0 0 0

20:00 15 0 0 14 93.33 1 6.67 0 0 0 0

21:00 4 0 0 3 75 1 25 0 0 0 0

22:00 3 0 0 3 100 0 0 0 0 0 0

23:00 0 0 - 0 - 0 - 0 - 0 -

12H,7-19 264 3 1.14 253 95.83 8 3.03 0 0 0 0

16H,6-22 294 3 1.02 281 95.58 10 3.4 0 0 0 0

18H,6-24 297 3 1.01 284 95.62 10 3.37 0 0 0 0

24H,0-24 307 5 1.63 291 94.79 11 3.58 0 0 0 0

Am 11:00 01:00 - 11:00 - 05:00 - 00:00 - 00:00 -

Peak 36 1 - 35 - 1 - 0 - 0 -

Pm 13:00 14:00 - 13:00 - 13:00 - 00:00 - 00:00 -

Peak 42 1 - 40 - 2 - 0 - 0 -


Page 215



Class Report FHWA Mon 16-Jan-17 Channel: Southbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 2 0 0 1 50 1 50 0 0 0 0

02:00 2 0 0 2 100 0 0 0 0 0 0

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 5 0 0 4 80 1 20 0 0 0 0

05:00 6 0 0 5 83.33 1 16.67 0 0 0 0

06:00 14 2 14.29 12 85.71 0 0 0 0 0 0

07:00 37 3 8.11 29 78.38 4 10.81 1 2.7 0 0

08:00 96 4 4.17 86 89.58 5 5.21 1 1.04 0 0

09:00 38 0 0 37 97.37 1 2.63 0 0 0 0

10:00 37 0 0 34 91.89 3 8.11 0 0 0 0

11:00 27 0 0 19 70.37 6 22.22 2 7.41 0 0

12:00 31 1 3.23 30 96.77 0 0 0 0 0 0

13:00 23 2 8.7 20 86.96 1 4.35 0 0 0 0

14:00 38 1 2.63 33 86.84 4 10.53 0 0 0 0

15:00 39 2 5.13 32 82.05 4 10.26 1 2.56 0 0

16:00 54 1 1.85 49 90.74 4 7.41 0 0 0 0

17:00 35 1 2.86 31 88.57 3 8.57 0 0 0 0

18:00 24 1 4.17 21 87.5 2 8.33 0 0 0 0

19:00 17 0 0 17 100 0 0 0 0 0 0

20:00 8 0 0 6 75 2 25 0 0 0 0

21:00 10 0 0 9 90 1 10 0 0 0 0

22:00 7 0 0 7 100 0 0 0 0 0 0

23:00 1 0 0 1 100 0 0 0 0 0 0

12H,7-19 479 16 3.34 421 87.89 37 7.72 5 1.04 0 0

16H,6-22 528 18 3.41 465 88.07 40 7.58 5 0.95 0 0

18H,6-24 536 18 3.36 473 88.25 40 7.46 5 0.93 0 0

24H,0-24 551 18 3.27 485 88.02 43 7.8 5 0.91 0 0

Am 08:00 08:00 - 08:00 - 11:00 - 11:00 - 00:00 -

Peak 96 4 - 86 - 6 - 2 - 0 -

Pm 16:00 13:00 - 16:00 - 14:00 - 15:00 - 00:00 -

Peak 54 2 - 49 - 4 - 1 - 0 -


Page 216



Class Report FHWA Tue 17-Jan-17 Channel: Southbound



00:00 1 0 0 1 100 0 0 0 0 0 0

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 1 1 100 0 0 0 0 0 0 0 0

03:00 2 0 0 1 50 1 50 0 0 0 0

04:00 2 1 50 1 50 0 0 0 0 0 0

05:00 4 1 25 1 25 2 50 0 0 0 0

06:00 6 0 0 4 66.67 2 33.33 0 0 0 0

07:00 47 4 8.51 38 80.85 5 10.64 0 0 0 0

08:00 82 4 4.88 74 90.24 4 4.88 0 0 0 0

09:00 22 0 0 20 90.91 2 9.09 0 0 0 0

10:00 25 0 0 25 100 0 0 0 0 0 0

11:00 32 0 0 29 90.63 3 9.38 0 0 0 0

12:00 30 1 3.33 27 90 2 6.67 0 0 0 0

13:00 28 0 0 27 96.43 1 3.57 0 0 0 0

14:00 41 0 0 35 85.37 5 12.2 1 2.44 0 0

15:00 37 0 0 34 91.89 3 8.11 0 0 0 0

16:00 60 0 0 55 91.67 5 8.33 0 0 0 0

17:00 38 0 0 36 94.74 2 5.26 0 0 0 0

18:00 27 2 7.41 25 92.59 0 0 0 0 0 0

19:00 13 0 0 12 92.31 1 7.69 0 0 0 0

20:00 16 2 12.5 14 87.5 0 0 0 0 0 0

21:00 7 0 0 6 85.71 1 14.29 0 0 0 0

22:00 7 0 0 7 100 0 0 0 0 0 0

23:00 1 1 100 0 0 0 0 0 0 0 0

12H,7-19 469 11 2.35 425 90.62 32 6.82 1 0.21 0 0

16H,6-22 511 13 2.54 461 90.22 36 7.05 1 0.2 0 0

18H,6-24 519 14 2.7 468 90.17 36 6.94 1 0.19 0 0

24H,0-24 529 17 3.21 472 89.22 39 7.37 1 0.19 0 0

Am 08:00 07:00 - 08:00 - 07:00 - 00:00 - 00:00 -

Peak 82 4 - 74 - 5 - 0 - 0 -

Pm 16:00 18:00 - 16:00 - 14:00 - 14:00 - 00:00 -

Peak 60 2 - 55 - 5 - 1 - 0 -


Page 217



Class Report FHWA Wed 18-Jan-17 Channel: Southbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 1 0 0 1 100 0 0 0 0 0 0

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 4 0 0 2 50 2 50 0 0 0 0

05:00 4 1 25 3 75 0 0 0 0 0 0

06:00 8 1 12.5 6 75 1 12.5 0 0 0 0

07:00 44 2 4.55 34 77.27 7 15.91 1 2.27 0 0

08:00 92 3 3.26 85 92.39 4 4.35 0 0 0 0

09:00 27 0 0 24 88.89 3 11.11 0 0 0 0

10:00 32 1 3.13 29 90.63 2 6.25 0 0 0 0

11:00 24 1 4.17 22 91.67 1 4.17 0 0 0 0

12:00 40 1 2.5 34 85 5 12.5 0 0 0 0

13:00 26 0 0 22 84.62 4 15.38 0 0 0 0

14:00 45 0 0 40 88.89 5 11.11 0 0 0 0

15:00 40 2 5 35 87.5 2 5 1 2.5 0 0

16:00 44 1 2.27 40 90.91 3 6.82 0 0 0 0

17:00 44 0 0 42 95.45 2 4.55 0 0 0 0

18:00 35 2 5.71 31 88.57 2 5.71 0 0 0 0

19:00 18 0 0 18 100 0 0 0 0 0 0

20:00 14 0 0 13 92.86 1 7.14 0 0 0 0

21:00 9 0 0 9 100 0 0 0 0 0 0

22:00 6 0 0 6 100 0 0 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 493 13 2.64 438 88.84 40 8.11 2 0.41 0 0

16H,6-22 542 14 2.58 484 89.3 42 7.75 2 0.37 0 0

18H,6-24 550 14 2.55 492 89.45 42 7.64 2 0.36 0 0

24H,0-24 559 15 2.68 498 89.09 44 7.87 2 0.36 0 0

Am 08:00 08:00 - 08:00 - 07:00 - 07:00 - 00:00 -

Peak 92 3 - 85 - 7 - 1 - 0 -

Pm 14:00 15:00 - 17:00 - 12:00 - 15:00 - 00:00 -

Peak 45 2 - 42 - 5 - 1 - 0 -


Page 218



Class Report FHWA Thu 19-Jan-17 Channel: Southbound



00:00 0 0 - 0 - 0 - 0 - 0 -

01:00 0 0 - 0 - 0 - 0 - 0 -

02:00 0 0 - 0 - 0 - 0 - 0 -

03:00 0 0 - 0 - 0 - 0 - 0 -

04:00 1 0 0 0 0 1 100 0 0 0 0

05:00 3 1 33.33 2 66.67 0 0 0 0 0 0

06:00 13 0 0 12 92.31 1 7.69 0 0 0 0

07:00 33 1 3.03 30 90.91 2 6.06 0 0 0 0

08:00 86 4 4.65 76 88.37 6 6.98 0 0 0 0

09:00 35 2 5.71 32 91.43 1 2.86 0 0 0 0

10:00 39 0 0 37 94.87 2 5.13 0 0 0 0

11:00 33 0 0 32 96.97 1 3.03 0 0 0 0

12:00 32 0 0 26 81.25 5 15.63 1 3.13 0 0

13:00 33 0 0 31 93.94 2 6.06 0 0 0 0

14:00 48 0 0 44 91.67 4 8.33 0 0 0 0

15:00 44 0 0 42 95.45 2 4.55 0 0 0 0

16:00 54 0 0 49 90.74 5 9.26 0 0 0 0

17:00 44 2 4.55 38 86.36 4 9.09 0 0 0 0

18:00 23 0 0 22 95.65 0 0 1 4.35 0 0

19:00 25 1 4 20 80 4 16 0 0 0 0

20:00 11 0 0 10 90.91 1 9.09 0 0 0 0

21:00 5 0 0 5 100 0 0 0 0 0 0

22:00 7 0 0 7 100 0 0 0 0 0 0

23:00 2 0 0 2 100 0 0 0 0 0 0

12H,7-19 504 9 1.79 459 91.07 34 6.75 2 0.4 0 0

16H,6-22 558 10 1.79 506 90.68 40 7.17 2 0.36 0 0

18H,6-24 567 10 1.76 515 90.83 40 7.05 2 0.35 0 0

24H,0-24 571 11 1.93 517 90.54 41 7.18 2 0.35 0 0

Am 08:00 08:00 - 08:00 - 08:00 - 00:00 - 00:00 -

Peak 86 4 - 76 - 6 - 0 - 0 -

Pm 16:00 17:00 - 16:00 - 12:00 - 12:00 - 00:00 -

Peak 54 2 - 49 - 5 - 1 - 0 -


Page 219

Appendix B

ATC Commissioned bySCC

Page 220

Page 221

Appendix C

TRICS Output Report

Page 222

TRICS 7.3.4 151216 B17.44 (C) 2017 TRICS Consortium Ltd Wednesday 08/02/17

Page 1

OFF-LINE VERSION Motion North Street Guildford Licence No: 734001

Calculation Reference: AUDIT-734001-170208-0234

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : A - HOUSES PRIVATELY OWNED

VEHICLES

Selected regions and areas:

02 SOUTH EAST

ES EAST SUSSEX 1 days

HC HAMPSHIRE 1 days

SC SURREY 1 days

WS WEST SUSSEX 1 days

03 SOUTH WEST

DC DORSET 2 days

DV DEVON 2 days

SM SOMERSET 1 days

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

NF NORFOLK 2 days

SF SUFFOLK 2 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 2 days

06 WEST MIDLANDS

SH SHROPSHIRE 3 days

ST STAFFORDSHIRE 2 days

WK WARWICKSHIRE 2 days

07 YORKSHIRE & NORTH LINCOLNSHIRE

NY NORTH YORKSHIRE 6 days

SY SOUTH YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 3 days

GM GREATER MANCHESTER 1 days

LC LANCASHIRE 1 days

MS MERSEYSIDE 1 days

09 NORTH

CB CUMBRIA 1 days

TW TYNE & WEAR 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Page 223


Page 2


Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range

are included in the trip rate calculation.

Parameter: Number of dwellings

Actual Range: 6 to 71 (units: )

Range Selected by User: 6 to 75 (units: )

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/08 to 13/11/15

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 8 days

Tuesday 8 days

Wednesday 9 days

Thursday 7 days

Friday 6 days

This data displays the number of selected surveys by day of the week.

Selected survey types:

Manual count 38 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total

adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC

surveys are undertaking using machines.

Selected Locations:

Edge of Town Centre 4

Suburban Area (PPS6 Out of Centre) 17

Edge of Town 17

This data displays the number of surveys per main location category within the selected set. The main location

categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town

Centre and Not Known.

Selected Location Sub Categories:

Residential Zone 34

No Sub Category 4

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.

Secondary Filtering selection:

Use Class:

C 1 1 days

C 3 36 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order

2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Page 224


Page 3


Secondary Filtering selection (Cont.):

Population within 1 mile:

1,001 to 5,000 6 days

5,001 to 10,000 10 days

10,001 to 15,000 8 days

15,001 to 20,000 3 days

20,001 to 25,000 4 days

25,001 to 50,000 7 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles:

5,001 to 25,000 4 days

25,001 to 50,000 4 days

50,001 to 75,000 3 days

75,001 to 100,000 9 days

100,001 to 125,000 3 days

125,001 to 250,000 6 days

250,001 to 500,000 8 days

500,001 or More 1 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles:

0.5 or Less 1 days

0.6 to 1.0 12 days

1.1 to 1.5 24 days

1.6 to 2.0 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

Yes 3 days

No 35 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in

place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 38 days

This data displays the number of selected surveys with PTAL Ratings.

Page 225


Page 4


LIST OF SITES relevant to selection parameters

1 CA-03-A-04 DETACHED CAMBRIDGESHIRE

THORPE PARK ROAD

PETERBOROUGH

Suburban Area (PPS6 Out of Centre)

Residential Zone

Total Number of dwellings: 9

Survey date: TUESDAY 18/10/11 Survey Type: MANUAL

2 CB-03-A-03 SEMI DETACHED CUMBRIA

HAWKSHEAD AVENUE

WORKINGTON

Edge of Town

Residential Zone

Total Number of dwellings: 4 0

Survey date: THURSDAY 20/11/08 Survey Type: MANUAL

3 CH-03-A-05 DETACHED CHESHIRE

SYDNEY ROAD

SYDNEY

CREWE

Edge of Town

Residential Zone



4 CH-03-A-08 DETACHED CHESHIRE

WHITCHURCH ROAD

BOUGHTON HEATH

CHESTER


Residential Zone



5 CH-03-A-09 TERRACED HOUSES CHESHIRE

GREYSTOKE ROAD

HURDSFIELD

MACCLESFIELD

Edge of Town

Residential Zone


Survey date: MONDAY 24/11/14 Survey Type: MANUAL

6 DC-03-A-01 DETACHED DORSET

ISAACS CLOSE

POOLE


Residential Zone


Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL

7 DC-03-A-08 BUNGALOWS DORSET

HURSTDENE ROAD

CASTLE LANE WEST

BOURNEMOUTH

Edge of Town

Residential Zone



Page 226


Page 5


LIST OF SITES relevant to selection parameters (Cont.)

8 DV-03-A-01 TERRACED HOUSES DEVON

BRONSHILL ROAD

TORQUAY


Residential Zone



9 DV-03-A-03 TERRACED & SEMI DETACHED DEVON

LOWER BRAND LANE

HONITON


Residential Zone



10 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX

SOUTH COAST ROAD

PEACEHAVEN

Edge of Town

Residential Zone


Survey date: FRIDAY 18/11/11 Survey Type: MANUAL

11 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER

BUTT HILL DRIVE

P R E S T W I C H

MANCHESTER

Edge of Town

Residential Zone



12 HC-03-A-17 HOUSES & FLATS HAMPSHIRE

CANADA WAY

LIPHOOK


Residential Zone



13 LC-03-A-30 SEMI-DETACHED LANCASHIRE

WATSON ROAD

BLACKPOOL

Edge of Town Centre

Residential Zone



14 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE

ROOKERY LANE

BOULTHAM

LINCOLN


Residential Zone



Page 227


Page 6



15 LN-03-A-04 DETACHED & SEMI-DETACHED LINCOLNSHIRE

EGERTON ROAD

LINCOLN

Edge of Town Centre

Residential Zone



16 MS-03-A-03 DETACHED MERSEYSIDE

BEMPTON ROAD

OTTERSPOOL

LIVERPOOL


Residential Zone



17 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK

YARMOUTH ROAD

CAISTER-ON-SEA


Residential Zone



18 NF-03-A-03 DETACHED HOUSES NORFOLK

HALING WAY

THETFORD

Edge of Town

Residential Zone



19 NY-03-A-03 PRIVATE HOUSING NORTH YORKSHIRE

NEW ROW

BOROUGHBRIDGE

Edge of Town Centre

Residential Zone



20 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE

CRAVEN WAY

BOROUGHBRIDGE

Edge of Town

No Sub Category



21 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE

NICHOLAS STREET

YORK


Residential Zone



Page 228


Page 7



22 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTON


Residential Zone



23 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPON

Edge of Town

No Sub Category



24 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGE

Edge of Town

Residential Zone



25 SC-03-A-04 DETACHED & TERRACED SURREY

HIGH ROAD

BYFLEET

Edge of Town

Residential Zone



26 SF-03-A-04 DETACHED & BUNGALOWS SUFFOLK

NORMANSTON DRIVE

LOWESTOFT


Residential Zone



27 SF-03-A-05 DETACHED HOUSES SUFFOLK

VALE LANE

BURY ST EDMUNDS

Edge of Town

Residential Zone



28 SH-03-A-03 DETATCHED SHROPSHIRE

SOMERBY DRIVE

BICTON HEATH

SHREWSBURY

Edge of Town

No Sub Category



Page 229


Page 8



29 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE

SANDCROFT

SUTTON HILL

TELFORD

Edge of Town

Residential Zone



30 SH-03-A-06 BUNGALOWS SHROPSHIRE

ELLESMERE ROAD

SHREWSBURY

Edge of Town

Residential Zone



31 SM-03-A-01 DETACHED & SEMI SOMERSET

WEMBDON ROAD

NORTHFIELD

BRIDGWATER

Edge of Town

Residential Zone



32 ST-03-A-05 TERRACED & DETACHED STAFFORDSHIRE

WATERMEET GROVE

ETRURIA

STOKE-ON-TRENT


Residential Zone



33 ST-03-A-06 SEMI-DET. & TERRACED STAFFORDSHIRE

STANFORD ROAD

BLAKENHALL

WOLVERHAMPTON

Edge of Town Centre

No Sub Category



34 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE

A19 BENTLEY ROAD

BENTLEY RISE

DONCASTER


Residential Zone



35 TW-03-A-02 SEMI-DETACHED TYNE & WEAR

WEST PARK ROAD

GATESHEAD


Residential Zone



36 WK-03-A-01 TERRACED/SEMI/DET. WARWICKSHIRE

ARLINGTON AVENUE

LEAMINGTON SPA


Residential Zone



Page 230


Page 9



37 WK-03-A-02 BUNGALOWS WARWICKSHIRE

NARBERTH WAY

POTTERS GREEN

COVENTRY

Edge of Town

Residential Zone



38 WS-03-A-05 TERRACED & FLATS WEST SUSSEX

UPPER SHOREHAM ROAD

SHOREHAM BY SEA


Residential Zone



This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.

Page 231


Page 10


TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED

VEHICLES

Calculation factor: 1 DWELLS

Estimated TRIP rate value per 40 DWELLS shown in shaded columns

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated

Time Range Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate Days DWELLS Rate Trip Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

38 29 0.083 3.339 38 29 0.303 12.123 38 29 0.386 15.46207:00 - 08:00

38 29 0.141 5.626 38 29 0.389 15.572 38 29 0.530 21.19808:00 - 09:00

38 29 0.152 6.062 38 29 0.178 7.114 38 29 0.330 13.17609:00 - 10:00

38 29 0.145 5.808 38 29 0.148 5.917 38 29 0.293 11.72510:00 - 11:00

38 29 0.152 6.062 38 29 0.162 6.461 38 29 0.314 12.52311:00 - 12:00

38 29 0.168 6.715 38 29 0.160 6.388 38 29 0.328 13.10312:00 - 13:00

38 29 0.177 7.078 38 29 0.174 6.969 38 29 0.351 14.04713:00 - 14:00

38 29 0.156 6.243 38 29 0.180 7.187 38 29 0.336 13.43014:00 - 15:00

38 29 0.253 10.127 38 29 0.175 7.005 38 29 0.428 17.13215:00 - 16:00

38 29 0.287 11.470 38 29 0.176 7.042 38 29 0.463 18.51216:00 - 17:00

38 29 0.362 14.483 38 29 0.165 6.606 38 29 0.527 21.08917:00 - 18:00

38 29 0.229 9.147 38 29 0.144 5.771 38 29 0.373 14.91818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.305 2.354 4.659 9 2.160 9 4.155 186.315

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals

plus departures). Within each of these main columns are three sub-columns. These display the number of survey days

where count data is included (per time period), the average value of the selected trip rate calculation parameter (per

time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at

the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT.

Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 6 - 71 (units: )

Survey date date range: 01/01/08 - 13/11/15

Number of weekdays (Monday-Friday): 38

Number of Saturdays: 0

Number of Sundays: 0

Surveys automatically removed from selection: 1

Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set

of surveys are show. Finally, the number of survey days that have been manually removed from the selected set

outside of the standard filtering procedure are displayed.

Page 232

Appendix D

Swept Path Analysis -Vehicles on Celia

Crescent

Page 233

TCB

C

E

L

IA

C

R

E

S

C

E

N

T

7

2

8

9

8

a

2

8

3

0

1

6

4

2

9

1

1

0

C

E

L

IA

C

R

E

S

C

E

N

T1

10

1.4 6.1

FTA Design HG Rigid Vehicle (1998)

Overall Length 10.000m

Overall Width 2.500m

Overall Body Height 3.645m

Min Body Ground Clearance 0.440m

Track Width 2.470m

Lock-to-lock time 3.00s

Curb to Curb Turning Radius 11.000m

4.972

0.897 2.88

Family Car





Max Track Width 1.884m



L:\Projects\shashf 170102\D

raw

ings\170102-TK02a, TK03a.dw

g

Drawing: Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A4)

Celia Crescent

Swept Path Analysis

Existing Manoeuvre

1:500

170102-TK02A

n o r t h

Vehicle Tyre Path

Vehicle Overhang

Page 234

TCB

C

E

L

IA

C

R

E

S

C

E

N

T

7

2

8

9

8

a

2

8

3

0

1

6

4

2

9

1

1

0

C

E

L

IA

C

R

E

S

C

E

N

T1

8.01

1.21 4.25

7.5t Box Van





Track Width 2.064m



4.972

0.897 2.88

Family Car





Max Track Width 1.884m




raw

ings\170102-TK02a, TK03a.dw

g

Drawing: Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A4)

Celia Crescent

Swept Path Analysis

Existing Manoeuvre

1:500

170102-TK03A

n o r t h

Vehicle Tyre Path

Vehicle Overhang

Page 235

Appendix E

Images Demonstratingoverrun on Celia Crescent

footways

Page 236

Page 237

Page 238

Page 239

Appendix F

Mitigation Measure -Option 1

Page 240

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LB

BUSSTOP

© Crown Copyright 2012. All rights reserved. Licence number 100043407


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ings\170102-02.dw

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Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A3)

Drawing:

Celia Crescent

Proposed Highway Arrangement

Option 1

170102-02 -

1:1000

W

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n o r t h

Page 241

Appendix G


Page 242

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ings\170102-03a.dw

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Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A3)

Drawing:

Celia Crescent


Option 2

170102-03 A

1:1000

W

O

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R

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A

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Proposed Bollards

n o r t h

Page 243

Appendix H


Page 244

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LB

BUSSTOP

KEEP CLEAR

KEEP CLEAR



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ings\170102-04a.dw

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Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A3)

Drawing:

Celia Crescent


Option 3

170102-04 A

1:1000

W

O

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T

H

O

R

P

E

R

O

A

D

n o r t h

Proposed manual swing gate

Page 245

Appendix I

Potential BollardSpecification

Page 246

Page 247

http://www.baileystreetscene.co.uk/removable-stainless-steel-bollard.html

http://www.baileystreetscene.co.uk

Appendix J

Potential Manual SwingGate Specification

Page 248

1

1

2

2

3

3

4

4

5

5

6

6

A A

B B

C C

D D

josephs

DESIGNED BY

±1.0mm UOS

NEWGATE (NEWARK) LTD

BRUNEL DRIVE, NEWARK, NOTTS. NG24 2DE

TELEPHONE 01636 700172

EMAIL [email protected]

Finish

MATERIAL

GALVANISED ONLY

AS PER CONTRACT

PART No

105-3-37494

LAYOUT - HEAVY DUTY MANUAL

SWING ARM BARRIER

TITLE

15/02/13

ISSUE

DATE

1 / 1

SHEET

SPAN300

80

150

1000

150

500

150

250

550 SQ

400 SQ

ROADWAY

445

FOUNDATIONS:

CONCRETE TO BE CAST A MINIMUM OF 7 DAYS BEFORE

INSTALLATION OF EQUIPMENT. (GRADE C32/40 20mm AGGREGATE)

ALL FOUNDATIONS SHOULD BE SMOOTH, FLAT AND LEVEL WITH

EACH OTHER.

CONSTRUCTION:

LEAF: 120 x 80 RHS

HINGE POST 150 x 150 SHS

CLOSING POST: 80 x 80 SHS

Page 249

Appendix K

Swept Path Analysis- Refuse Vehicle

Page 250

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KEEP CLEAR

KEEP CLEAR

10.98

1.665 4.815 1.385

Phoenix 2 One-Pass (with Elite 6x4 chassis)





Track Width 2.500m





raw

ings\170102-TK01a.dw

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Revision:

Title:

Project:

84 North Street

Guildford

Surrey

GU1 4AU

T: 01483 531 300

Golden Cross House

8 Duncannon Street

London

WC2N 4JF

T: 020 7031 8141

www.motion.co.uk

Scale: (@ A3)

Drawing:

Celia Crescent

Swept Path Analysis

Refuse Vehicle

170102-TK01 A

1:500

W

O

O

D

T

H

O

R

P

E

R

O

A

D

n o r t h

Proposed manual swing gate

Page 251

This page is intentionally left blank

Meetings, agendas, and minutes...numbers 170102-TK02A and 170102-TK03A, attached within Appendix D. Drawing 170102-TK02A demonstrates the significant overrun of both an HGV and a car

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