TECHNICAL MEMORANDUM - TRAFFIC

TECHNICAL MEMORANDUM - TRAFFIC

BETA GROUP, INC.701 George Washington Highway, Lincoln, RI 02865P: 401.333.2382 | F: 401.333.9225 | W: www.BETA-Inc.com

INTRODUCTION

This memorandum has been prepared as part of a supplemental study of a recent road closure within theWashington Square area of the City of Newport. The study was requested by the City Council as ademonstration project during peak seasonal traffic conditions due to concerns raised by local residentsexpressed as part of a public outreach program for the potential road closure. The goal of the study is toassess the operational conditions of Spring Street, Touro Street and Stone Street impacted by the closure ofCourt House Street that was implemented in August, 2019. The closure of the road also allows the safedemolition of an existing building structure within the square bounded by Court House Street, Spring Streetand Touro Street. This memorandum summarizes the data collection effort and operational analysiscompleted as part of the study, and includes supporting data provided in the Attachments.

PROJECT DESCRIPTION

BETA prepared a Temporary Traffic Control Plan (TTC) for the City of Newport to implement during the peaksummer traffic conditions in the City in an effort to evaluate a “worst-case” traffic condition of the roadclosure to confirm its feasibility. As part of this plan, Court House Street was closed between Touro Street andHozier Street. Construction barrier, fencing and signage was installed during the first week of August, 2019and is currently in place and operating. The detour plans are included in the Attachments for reference.

In order to accommodate this movement (Court House Street westbound to Broadway), directional signagewas placed to detour the traffic north on Spring Street to Stone Street, which was modified to a one-waywestbound (existing two-way flow) to Broadway. The detoured traffic then turned left on Broadway to eitherenter Washington Square or turn right onto Farewell Street. Traffic previously utilizing Stone Street as a resultof the one-way directional restriction are required to use Court House Street, which was modified to one-wayeastbound (reversing existing flow direction) to enter Hozier Street to turn left onto Spring Street.

To document the impact on traffic operations this closure had on the network of local streets, BETAcompleted a comprehensive data collection effort including automatic traffic recorder counts (ATR) andmanual turning movement counts (TMC) along the subject roadways during the closure. This data wascompared to previous data obtained during the summer of 2016 as part of the conceptual design planningeffort. The initial planning effort modelled the defined closure changes to demonstrate that the peak trafficcondition could be efficiently accommodated on the local streets affected by the road closure. Theimplementation of the detour during the summer months in 2019 was undertaken to confirm the vehicle

Date: October 30, 2019 Job No.: 6697

To: Steve Ostiguy Job Name: Town Spring Park

Cc: File

From: Transportation Group - Lincoln

Subject: Court House Street Closure – 2019 Summer Traffic Conditions

Town Spring Park Newport, RI

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redistribution estimates and the original operational analysis, which found acceptable delays and queuingwithin the project area.

TRAFFIC DATA

Existing traffic flow characteristics resulting from the road closure were developed from a traffic countingprogram completed by BETA in conjunction with the City of Newport. Manual turning movement counts wereconducted at the intersections of Spring Street with Touro Street, Broadway with Court House Street/FarewellStreet, and Broadway with Stone Street. Peak weekday period turning movement counts were collected from3:00 PM to 5:00 PM on August 20, 2019. Weekend data was obtained on Saturday August 24, 2019 from 12:00PM to 3:00 PM.

In addition to manual turning movement counts, BETA and the City of Newport, conducted automatic trafficrecorder (ATR) counts on Spring Street and Touro Street in the vicinity of the subject site in August andSeptember, 2019. Based upon a comparison of the summer, 2016 counts with the current 2019 data, TouroStreet east of Spring Street was determined to service an average of 5,800 and 5,200 vehicles per day,respectively representing a reduction in daily traffic with the Court House Street closure in place byapproximately 10%. The average daily peak hour volume of approximately 450 vehicles was reduced to 405along this section of road. Spring Street south of Touro Street was determined to service an average of 5,600vehicles per day in 2016, but with the road closure including enhanced detour signage at Memorial Boulevard,this was reduced to approximately 4,100 vehicles per day, with representative peak hour volumes reducedfrom 390 to 290 vehicles per hour or roughly 25%.

It should be noted that traffic volumes can be highly variable on a day to day basis in this recreationalcommunity, where weather and events can greatly impact daily and hourly volumes. The values providedabove were averaged over multiple days and weeks to provide an understanding of the traffic demands trendsalong the subject roadways. Peak volume data was utilized for the analysis portion of the study in an effort tobe conservative and demonstrative of worst-case operational conditions.

OPERATIONAL ANALYSIS

The key to any traffic impact analysis is the evaluation of roadway operations during peak traffic periods on theservicing roadway system. This situation would occur when traffic volumes on the main roadway result in thehighest one-hour volume serviced along a roadway segment, or through an intersection. Analysis of the basesummer traffic data found that the weekday PM, and Saturday MD peak hours would represent this highestvolume traffic condition on the project area roadways.

The 2010 Highway Capacity Manual methodology provides the most accurate means of evaluating trafficcapacity and delays for roadways and intersections. The results of this procedure are expressed in terms ofLevel of Service (LOS). Level of Service is a qualitative measure of traffic flow efficiency based on anticipatedvehicle delays. For example, LOS “A” represents the best condition with little or no delay, while LOS “F”indicates that the roadway/intersection is at full capacity resulting in extended vehicle delays and potentialqueuing. Table 1 below outlines the Level of Service delay criteria presented in the Highway Capacity Manualfor signalized and unsignalized intersections.


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TABLE 1 – Highway Capacity Manual Criteria

Unsignalized Delay Signalized DelayLevel of Service Per Vehicle (sec) Per Vehicle (sec)

A <10 <10

B >10 and <15 >10 and <20

C >15 and <25 >20 and <35

D >25 and <35 >35 and <55

E >35 and <50 >55 and <80

F >50 >80

Figure 1 presents the traffic volume conditions during the summer months which includes the closing of CourtHouse Street along the subject property frontage, and diverting traffic further north to Stone Street to accessBroadway and points west. Stone Street was converted to one-way westbound from Spring Street toBroadway. In addition, the remaining section of Court House Street extending to Hozier and Park Place wasalso reversed in direction to eastbound, therefore allowing through access between Broadway and SpringStreet and access to the courthouse via Park Place.

Table 2 on the following presents the operational analysis completed for the new traffic pattern in the areaincluding the redistribution of traffic. As can be seen, the signalized Touro Street intersection with SpringStreet would continue to operate overall at a good Level of Service B or better with reduced delays for boththe Touro Street eastbound and westbound approaches to the intersection during all peak traffic periods withoptimized timing. This good operation lends for alternative phasing to be considered as part of a futureupgrade of the antiquated traffic signal equipment where time of day plans and phasing to more safelyaccommodate turning movements and pedestrians can be considered.

The Court House Street intersection with Broadway (All-Way Stop) which is the second major junction, doesnot need to be analyzed under the road closure design because all control at the intersection was removed.There are no vehicle conflicts as the two streets are one-way in the southbound and eastbound directions, anddo not require control.

This condition was shifted to the Broadway intersection with Stone Street, which under the detour plan is anAll-Way stop of one-way streets with movements limited to southbound through on Broadway and westboundlefts from Stone Street. During both review periods and as observed during field reviews, the intersectionoperated efficiently at Level of Service B with minor queuing between two and four vehicles arriving from asignalized platoon, that are quickly serviced through the junction.

The segment of road that did experience an increase in traffic was Spring Street between Touro Street andStone Street where the Court House Street traffic was diverted to this segment. To accommodate thisincrease, a short section of Spring Street was restriped to allow a separate left turn lane for vehicles turningonto Stone Street. This treatment was found to accommodate the movement demands as the conditionforcing any backup or delays would be the intersection noted above at Broadway and Stone Street which wasfound to operate with acceptable delays and queuing during the busiest periods of the day.


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TABLE 2

Level of Service Summary

Location/Movement

Summer Road Closure ConditionPM Peak Sat Mid-day Peak

LOS Delay

95th %QueueLength

(ft)

v/c LOS Delay

95th %QueueLength

(ft.)

v/c

Spring Street at Touro Street (S)Touro St. EB Left A 9.0 27 0.09 A 9.6 39 0.14

Touro St. EB Thru B 11.5 85 0.38 B 14.0 127 0.53

Touro St. WB B 13.8 105 0.50 B 13.2 98 0.45

Spring St. NB B 11.9 152 0.57 B 12.4 162 0.58

OVERALL B 12.2 - - B 12.8 - -

Broadway at Stone Street (U)Stone St. WB B 11.0 50 0.43 B 11.1 50 0.40

Broadway SB A 8.6 25 0.27 B 10.2 60 0.44

Spring Street at Hozier Street(U)Hozier St. EB C 18.9 25 0.17 C 18.4 25 0.22

(U) – Unsignalized Intersection; (S) – Signalized Intersection

CONCLUSIONS AND RECOMMENDATIONS

In summary of the traffic operations, the study has demonstrated that the existing roadway features andtraffic demands in the project area resulting from the closure of Court House Street result in acceptablevehicular operations along the study area roadways, and at their intersections. The only major junction whichis signalized, Spring Street at Touro Street, provides adequate control to safely and efficiently accommodatethe traffic demands during the busiest seasonal periods in this recreational community with the closure ofCourt House Street and the resulting redistribution of traffic.

As noted previously, the safety of this intersection could be further enhanced with modified phasing to allowan eastbound protected lead movement to reduce left turning vehicle conflicts during the Touro Street phase.Providing this lead phase may also allow removal of the eastbound separate left turn lane that exists today.Removal of the lane would result in a decreased crossing distance for pedestrians with the installation ofbump-outs, and permit conversion of the travel lane to on-street parking within the Washington Square area.The other minor streets and intersections provide an infrastructure network to meet the neighborhood traveldemands and efficiently accommodate the diverted traffic from Court House Street.

In reference to pedestrian safety, it should also be noted as presented in our earlier study that currentaccommodations for both pedestrian and bicycle traffic is limited in the immediate vicinity of the Spring Streetintersection with Touro Street. Pedestrian traffic is not specifically accommodated in this area, as there are no


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pedestrian control devices as part of the traffic signal-controlled intersection, or at other crosswalk locations inthe area. Pedestrians were observed to be randomly, and out of convenience, walking in the middle of themain roads and intersection, avoiding traffic while they crossed to reach their destinations. The closure ofCourt House Street will allow for improved pedestrian access and circulation through the project area bycreating connected parcels, linkage of pedestrian facilities, and reduction of pavement area and resultingroadway crossing distances.

If Court House Street were to remain open allowing through traffic as it presently exists, the road would be abarrier for pedestrians for access to the new park, which will become a pedestrian destination that the site isnot today. The existing configuration of the intersection as noted results in complex, multi-directionalconflicting vehicle movements. Introducing a mid-block crosswalk on Court House Street to access the newpark would potentially have an adverse impact on traffic flow and safety through the intersection, includingthe increased potential for rear-end crashes resulting from drivers yielding the right-of-way to pedestrians in amid-block crosswalk. Pedestrian access to the new park from the west should be made at the traffic signal ifCourt House Street were to remain open. This would require an exclusive pedestrian phase at the signal dueto the concurrent vehicle movements. The pedestrian phase would create additional vehicle delays at thetraffic signal in order to accommodate the added crossing time for pedestrians needed in the signal cycle.

Pedestrian accommodations should be provided at the traffic signal as part of any upgrade at the junction.The vehicle movements through the intersection under the road closure should allow for concurrent phasingby approach as determined appropriate during the final design phase. This design treatment along with otherhigh visibility crosswalks should be coordinated with and become a part of the new public park design whenpedestrian access locations and pathways become better defined.

Also, in discussions with the city regarding traffic circulation within the community including use of the majorarterials of America’s Cup Avenue and Memorial Boulevard, an effort was made to reduce cut-thru traffic onlocal neighborhood streets as part of the road closure project. Generally, for improved city-wide circulationand impacts to local residential neighborhoods, it was determined desirable to reduce the volume of traffic onSpring Street and Touro Street that is destined to points north and west, as these roads are very narrow, andpredominately residential streets in the Washington Square area that should not be used as a cut through.These local roads should ideally be used for the residents and businesses along their length, promotingproperty access and pedestrian/bicycle traffic.

From the data collected it is apparent that almost half of the traffic on Spring Street south of Touro Street istraffic destined to Farewell Street and points north and west, which use Spring Street and Touro Street as a by-pass of the waterfront area. These vehicles may be locals that are familiar with the area thus avoiding thewaterfront (tourist area) and traffic signals on America’s Cup, or tourists/visitors that are not familiar with thearea and continue north from Bellevue Avenue or Spring Street from the south of Memorial Boulevard as theyare not directed otherwise. The use of America’s Cup or the detour route provided to allow this flow throughthe city may seem to be an inconvenience to those who used it daily, but it is a minor diversion that willprovide overall benefits to the neighborhood who these roads service. As with any change, it takes a little timeto adjust from the condition that provided a regular convenience, and as the infrastructure improvements aremade to the area (upgraded signal, park construction), the diversion will become a normal route and one ofmany one-way street circulation patterns in this area.

In the development of the Temporary Traffic Control Plan for the Court House Street closure, the installation ofdestination signage on Memorial Boulevard at Spring Street and Bellevue Avenue was completed to determine


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the diversion potential. Based upon the data collected this summer, the temporary signage did aid in thereduction of traffic along both Spring Street and Touro Street destined through the square. This signing couldhave also been supplemented with mobile apps that assist drivers in travel by directing traffic away fromincidents or road closures. This information was provided to the mobile app services as with any long-term orevent closures implemented by the City.

As part of any long term closure it is recommended that enhanced wayfinding, destination and guide signs beplaced at the Memorial Boulevard intersections with Spring Street, Bellevue Avenue and at other theappropriate locations along these roads to better direct northbound to westbound traffic from the southernpart of the island to use the major arterials of Memorial Boulevard and America’s Cup Avenue. A reduction inthis volume and type of traffic within the Washington Square area will aid in enhancing community walkabilityand re-establishing this public space by linking to the core downtown area, allowing for pedestrian accessibilitythat has recently been enhanced with the Broadway reconstruction project north of the square.

Town Spring Park Newport, Rhode Island

September, 2019

ATTACHMENTS

A. Traffic Volume Data

B. Operational Analysis

C. Traffic Control Plan


September, 2019

ATTACHMENT A – Traffic Volume Data

Existing Traffic Volume Data Locus Map

Automatic Traffic Recorder Counts

Spring StreetTouro Street

Intersection Turning Movement Counts

Spring Street at Touro StreetBroadway at Stone StreetBroadway at Court House Street/Farewell Street

Network Peak Hour Traffic Volume Summary

Summer 2016 Weekday PM and Saturday Mid-day Peak Periods-Redistribution EstimateSummer 2019 Weekday PM and Saturday Mid-day Peak Periods-Road Closure Plan

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September, 2019

A

Existing Traffic Volume Data Locus Map

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September, 2019

A

Automatic Traffic Recorder Counts

Spring Street

Touro Street

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September, 2019

Spring Street (August, 2019)

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Project Name: Town Spring ParkCommunity: NewportStreet Name: Spring StreetSite Location: North of Hozier

Date Start: 16-Aug-19Date End: 25-Aug-19

Automatic Traffic Recorder Data

Start Mon Tue Wed Thu Fri Average Sat Sun WeekTime 12-Aug-19 13-Aug-19 14-Aug-19 15-Aug-19 16-Aug-19 Day 17-Aug-19 18-Aug-19 Average

12:00 AM * * * * * * 219 265 24201:00 * * * * * * 235 247 24102:00 * * * * * * 104 108 10603:00 * * * * * * 30 31 3004:00 * * * * * * 28 24 2605:00 * * * * * * 45 27 3606:00 * * * * * * 88 78 8307:00 * * * * * * 169 148 15808:00 * * * * * * 288 263 27609:00 * * * * * * 427 370 39810:00 * * * * * * 450 548 49911:00 * * * * * * 475 263 369

12:00 PM * * * * 585 585 530 281 46501:00 * * * * 523 523 553 593 55602:00 * * * * 652 652 639 578 62303:00 * * * * 672 672 646 639 65204:00 * * * * 709 709 688 662 68605:00 * * * * 659 659 672 679 67006:00 * * * * 560 560 640 630 61007:00 * * * * 498 498 575 458 51008:00 * * * * 470 470 513 401 46109:00 * * * * 436 436 398 335 39010:00 * * * * 360 360 425 252 34611:00 * * * * 351 351 327 180 286

Day Total 0 0 0 0 6475 6475 9164 8060 8719% Avg.WkDay 0.0% 0.0% 0.0% 0.0% 100.0%

% Avg.Week 0.0% 0.0% 0.0% 0.0% 74.3% 74.3% 105.1% 92.4%

AM Peak - - - - - - - - 11:00 10:00 - 10:00 - -Vol. - - - - - - - - 475 548 - 499 - -

PM Peak - - - - 16:00 - 16:00 - 16:00 17:00 - 16:00 - -Vol. - - - - 709 - 709 - 688 679 - 686 - -

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Date Start: 16-Aug-19Date End: 25-Aug-19


Start Mon Tue Wed Thu Fri Average Sat Sun WeekTime 19-Aug-19 20-Aug-19 21-Aug-19 22-Aug-19 23-Aug-19 Day 24-Aug-19 25-Aug-19 Average

12:00 AM 88 73 97 85 120 93 226 289 14001:00 63 49 68 58 85 65 227 240 11302:00 36 35 24 29 29 31 76 100 4703:00 14 20 15 17 10 15 30 42 2104:00 22 24 17 23 21 21 18 18 2005:00 53 43 36 54 43 46 21 21 3906:00 166 147 136 126 143 144 90 78 12707:00 292 277 290 302 289 290 194 156 25708:00 402 457 417 407 430 423 273 311 38509:00 497 483 492 350 458 456 451 388 44610:00 521 492 515 251 551 466 497 523 47911:00 521 554 637 592 589 579 550 609 579

12:00 PM 519 569 620 607 582 579 534 652 58301:00 532 567 595 593 644 586 569 692 59902:00 602 556 592 552 646 590 619 601 59503:00 688 650 641 591 645 643 611 649 63904:00 613 663 581 673 674 641 630 632 63805:00 571 622 599 605 631 606 635 581 60606:00 613 528 532 516 602 558 634 601 57507:00 507 491 480 442 531 490 588 485 50308:00 339 472 447 495 459 442 553 426 45609:00 242 324 396 382 359 341 489 248 34910:00 183 257 276 401 365 296 432 235 30711:00 132 166 183 189 330 200 349 183 219


% Avg.Week 94.2% 97.7% 99.6% 95.6% 105.9% 98.6% 106.6% 100.4%

AM Peak 10:00 11:00 11:00 11:00 11:00 - 11:00 - 11:00 11:00 - 11:00 - -Vol. 521 554 637 592 589 - 579 - 550 609 - 579 - -

PM Peak 15:00 16:00 15:00 16:00 16:00 - 15:00 - 17:00 13:00 - 15:00 - -Vol. 688 663 641 673 674 - 643 - 635 692 - 639 - -

GrandTotal 8216 8519 8686 8340 15711 15076 18460 16820 17441

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Date Start: 03-Sep-19Date End: 09-Sep-19


Start Mon Tue Wed Thu Fri Average Sat Sun WeekTime 02-Sep-19 03-Sep-19 04-Sep-19 05-Sep-19 06-Sep-19 Day 07-Sep-19 08-Sep-19 Average

12:00 AM * * 65 57 76 66 149 217 11301:00 * * 42 43 59 48 149 187 9602:00 * * 15 16 27 19 38 80 3503:00 * * 9 9 16 11 15 26 1504:00 * * 20 26 23 23 16 14 2005:00 * * 43 54 53 50 27 31 4206:00 * * 139 148 163 150 75 73 12007:00 * * 304 384 379 356 152 151 27408:00 * * 346 405 398 383 272 233 33109:00 * * 434 487 465 462 394 343 42510:00 * * 465 436 484 462 480 487 47011:00 * * 477 515 547 513 576 538 531

12:00 PM * * 576 549 619 581 561 568 57501:00 * * 551 559 585 565 556 545 55902:00 * * 516 571 558 548 551 556 55003:00 * * 517 546 597 553 554 591 56104:00 * 579 549 604 611 586 550 619 58505:00 * 521 572 620 600 578 603 610 58806:00 * 489 499 516 510 504 582 465 51007:00 * 448 403 501 439 448 537 416 45708:00 * 310 338 336 323 327 439 284 33809:00 * 249 213 264 342 267 372 208 27510:00 * 160 179 223 273 209 357 192 23111:00 * 103 130 137 244 154 315 126 176


% Avg.Week 0.0% 36.3% 94.0% 101.6% 106.5% 99.8% 105.6% 96.0%

AM Peak - - 11:00 11:00 11:00 - 11:00 - 11:00 11:00 - 11:00 - -Vol. - - 477 515 547 - 513 - 576 538 - 531 - -

PM Peak - 16:00 12:00 17:00 12:00 - 16:00 - 17:00 16:00 - 17:00 - -Vol. - 579 576 620 619 - 586 - 603 619 - 588 - -

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Traffic Data: Spring Street at Mill Street 8/15/19-8/30/19

8/15/2019 8/16/2019 8/17/2019 8/18/2019

Time Volume Time Volume Time Volume Time Volume12:00 AM 12:00 AM 54 12:00 AM 104 12:00 AM 152

1:00 AM 1:00 AM 38 1:00 AM 122 1:00 AM 1442:00 AM 2:00 AM 18 2:00 AM 57 2:00 AM 703:00 AM 3:00 AM 8 3:00 AM 12 3:00 AM 184:00 AM 4:00 AM 9 4:00 AM 15 4:00 AM 165:00 AM 5:00 AM 26 5:00 AM 16 5:00 AM 116:00 AM 6:00 AM 96 6:00 AM 60 6:00 AM 547:00 AM 7:00 AM 146 7:00 AM 98 7:00 AM 868:00 AM 8:00 AM 228 8:00 AM 156 8:00 AM 1409:00 AM 9:00 AM 223 9:00 AM 221 9:00 AM 223

10:00 AM 250 10:00 AM 258 10:00 AM 224 10:00 AM 26011:00 AM 248 11:00 AM 249 11:00 AM 275 11:00 AM 24912:00 PM 259 12:00 PM 258 12:00 PM 249 12:00 PM 252

1:00 PM 267 1:00 PM 196 1:00 PM 267 1:00 PM 2502:00 PM 249 2:00 PM 249 2:00 PM 246 2:00 PM3:00 PM 279 3:00 PM 267 3:00 PM 276 3:00 PM4:00 PM 260 4:00 PM 267 4:00 PM 257 4:00 PM5:00 PM 281 5:00 PM 234 5:00 PM 257 5:00 PM6:00 PM 244 6:00 PM 234 6:00 PM 262 6:00 PM7:00 PM 252 7:00 PM 206 7:00 PM 232 7:00 PM8:00 PM 247 8:00 PM 227 8:00 PM 245 8:00 PM9:00 PM 186 9:00 PM 192 9:00 PM 187 9:00 PM

10:00 PM 146 10:00 PM 174 10:00 PM 187 10:00 PM11:00 PM 95 11:00 PM 185 11:00 PM 165 11:00 PM

Weekday

Weekend 3263 4042 4190 1925

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8/19/2019 8/20/2019 8/21/2019 8/22/2019 8/23/2019

No Time Volume Time Volume Time Volume Time VolumeData 12:00 AM 42 12:00 AM 50 12:00 AM 42 12:00 AM

1:00 AM 25 1:00 AM 29 1:00 AM 28 1:00 AM2:00 AM 16 2:00 AM 12 2:00 AM 21 2:00 AM3:00 AM 10 3:00 AM 6 3:00 AM 6 3:00 AM4:00 AM 13 4:00 AM 6 4:00 AM 15 4:00 AM5:00 AM 23 5:00 AM 16 5:00 AM 17 5:00 AM6:00 AM 87 6:00 AM 77 6:00 AM 64 6:00 AM7:00 AM 144 7:00 AM 151 7:00 AM 163 7:00 AM8:00 AM 212 8:00 AM 235 8:00 AM 189 8:00 AM9:00 AM 219 9:00 AM 228 9:00 AM 251 9:00 AM

10:00 AM 221 10:00 AM 223 10:00 AM 229 10:00 AM11:00 AM 262 11:00 AM 242 11:00 AM 268 11:00 AM12:00 PM 250 12:00 PM 270 12:00 PM 259 12:00 PM

1:00 PM 269 1:00 PM 269 1:00 PM 294 1:00 PM2:00 PM 244 2:00 PM 253 2:00 PM 302 2:00 PM3:00 PM 276 3:00 PM 290 3:00 PM 271 3:00 PM 2664:00 PM 269 4:00 PM 261 4:00 PM 308 4:00 PM 2605:00 PM 269 5:00 PM 268 5:00 PM 237 5:00 PM 2596:00 PM 236 6:00 PM 245 6:00 PM 236 6:00 PM 2457:00 PM 236 7:00 PM 233 7:00 PM 192 7:00 PM 2408:00 PM 198 8:00 PM 220 8:00 PM 215 8:00 PM 2119:00 PM 147 9:00 PM 201 9:00 PM 175 9:00 PM 169

10:00 PM 122 10:00 PM 149 10:00 PM 163 10:00 PM 18611:00 PM 106 11:00 PM 106 11:00 PM 126 11:00 PM 161

3896 4040 4071 1997

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8/24/2019 8/25/2019 8/26/2019 8/27/2019

Time Volume Time Volume Time Volume Time Volume12:00 AM 120 12:00 AM 153 12:00 AM 44 12:00 AM 38

1:00 AM 135 1:00 AM 119 1:00 AM 28 1:00 AM 252:00 AM 48 2:00 AM 61 2:00 AM 13 2:00 AM 113:00 AM 17 3:00 AM 24 3:00 AM 8 3:00 AM 54:00 AM 10 4:00 AM 11 4:00 AM 14 4:00 AM 95:00 AM 8 5:00 AM 8 5:00 AM 12 5:00 AM 186:00 AM 54 6:00 AM 45 6:00 AM 64 6:00 AM 807:00 AM 123 7:00 AM 111 7:00 AM 136 7:00 AM 1638:00 AM 138 8:00 AM 167 8:00 AM 185 8:00 AM 1719:00 AM 242 9:00 AM 198 9:00 AM 206 9:00 AM 227


1:00 PM 258 1:00 PM 245 1:00 PM 264 1:00 PM 2822:00 PM 255 2:00 PM 256 2:00 PM 259 2:00 PM 2593:00 PM 226 3:00 PM 269 3:00 PM 266 3:00 PM 2674:00 PM 255 4:00 PM 228 4:00 PM 258 4:00 PM 2695:00 PM 229 5:00 PM 263 5:00 PM 254 5:00 PM 2376:00 PM 261 6:00 PM 239 6:00 PM 228 6:00 PM 2217:00 PM 260 7:00 PM 211 7:00 PM 205 7:00 PM 1998:00 PM 243 8:00 PM 219 8:00 PM 159 8:00 PM 1729:00 PM 211 9:00 PM 135 9:00 PM 147 9:00 PM 142


4192 3965 3632 3718

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8/28/2019 8/29/2019 8/30/2019

Time Volume Time Volume Time Volume12:00 AM 35 12:00 AM 32 12:00 AM 40

1:00 AM 26 1:00 AM 25 1:00 AM 312:00 AM 13 2:00 AM 13 2:00 AM 123:00 AM 8 3:00 AM 8 3:00 AM 124:00 AM 9 4:00 AM 10 4:00 AM 95:00 AM 21 5:00 AM 27 5:00 AM 176:00 AM 74 6:00 AM 94 6:00 AM 907:00 AM 165 7:00 AM 161 7:00 AM 1648:00 AM 205 8:00 AM 203 8:00 AM 1999:00 AM 206 9:00 AM 225 9:00 AM

10:00 AM 245 10:00 AM 221 10:00 AM11:00 AM 233 11:00 AM 222 11:00 AM12:00 PM 289 12:00 PM 263 12:00 PM

1:00 PM 246 1:00 PM 258 1:00 PM2:00 PM 268 2:00 PM 290 2:00 PM3:00 PM 254 3:00 PM 278 3:00 PM4:00 PM 260 4:00 PM 259 4:00 PM5:00 PM 216 5:00 PM 224 5:00 PM6:00 PM 229 6:00 PM 196 6:00 PM7:00 PM 166 7:00 PM 181 7:00 PM8:00 PM 144 8:00 PM 181 8:00 PM9:00 PM 119 9:00 PM 151 9:00 PM

10:00 PM 112 10:00 PM 100 10:00 PM11:00 PM 75 11:00 PM 81 11:00 PM

3618 3703 574

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September, 2019

Touro Street (August, 2019)

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9/13/2019 9/14/2019 9/15/2019 9/16/2019






Weekday

Weekend 4191 3878 3160 3461

Traffic Data: Touro Street @ Touro Ct 9/12/19-9/30/19

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Time Volume Time Volume Time Volume Time Volume12:00 AM 16 12:00 AM 14 12:00 AM 19 12:00 AM

1:00 AM 9 1:00 AM 13 1:00 AM 13 1:00 AM2:00 AM 3 2:00 AM 6 2:00 AM 1 2:00 AM3:00 AM 3 3:00 AM 1 3:00 AM 2 3:00 AM4:00 AM 8 4:00 AM 4 4:00 AM 5 4:00 AM5:00 AM 12 5:00 AM 18 5:00 AM 11 5:00 AM6:00 AM 44 6:00 AM 66 6:00 AM 56 6:00 AM7:00 AM 143 7:00 AM 123 7:00 AM 144 7:00 AM8:00 AM 237 8:00 AM 224 8:00 AM 255 8:00 AM9:00 AM 218 9:00 AM 250 9:00 AM 267 9:00 AM

10:00 AM 204 10:00 AM 226 10:00 AM 266 10:00 AM11:00 AM 215 11:00 AM 250 11:00 AM 293 11:00 AM12:00 PM 196 12:00 PM 264 12:00 PM 287 12:00 PM

1:00 PM 232 1:00 PM 209 1:00 PM 250 1:00 PM2:00 PM 211 2:00 PM 219 2:00 PM 261 2:00 PM3:00 PM 234 3:00 PM 202 3:00 PM 303 3:00 PM4:00 PM 242 4:00 PM 277 4:00 PM 299 4:00 PM5:00 PM 220 5:00 PM 267 5:00 PM 245 5:00 PM6:00 PM 197 6:00 PM 196 6:00 PM 266 6:00 PM7:00 PM 136 7:00 PM 175 7:00 PM 206 7:00 PM8:00 PM 101 8:00 PM 124 8:00 PM 105 8:00 PM9:00 PM 69 9:00 PM 101 9:00 PM 102 9:00 PM

10:00 PM 39 10:00 PM 46 10:00 PM 54 10:00 PM11:00 PM 27 11:00 PM 34 11:00 PM 48 11:00 PM

3016 3309 3758 0

9/17/2019 9/18/2019 9/19/2019 9/20-23/2019No Data

JCobleigh

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9/27/2019






3213 3487 3360 3903

9/24/2019 9/25/2019 9/26/2019

JCobleigh

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Time Volume Time Volume12:00 AM 50 12:00 AM 48

1:00 AM 29 1:00 AM 412:00 AM 10 2:00 AM 113:00 AM 6 3:00 AM 74:00 AM 3 4:00 AM 65:00 AM 13 5:00 AM 106:00 AM 37 6:00 AM 177:00 AM 53 7:00 AM 688:00 AM 127 8:00 AM 949:00 AM 204 9:00 AM 174

10:00 AM 250 10:00 AM 19811:00 AM 270 11:00 AM 23612:00 PM 318 12:00 PM 302

1:00 PM 319 1:00 PM 2552:00 PM 333 2:00 PM 2613:00 PM 323 3:00 PM 2154:00 PM 293 4:00 PM 1905:00 PM 258 5:00 PM 2236:00 PM 259 6:00 PM 1567:00 PM 215 7:00 PM 1238:00 PM 120 8:00 PM 839:00 PM 105 9:00 PM 58

10:00 PM 95 10:00 PM 3511:00 PM 56 11:00 PM 32

3746 2843

9/28/2019 9/29/2019

JCobleigh

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September, 2019

A

Intersection Turning Movement Counts

Spring Street at Touro Street

Broadway at Stone Street

Broadway at Court House Street/Farewell Street

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September, 2019

Spring Street at Touro Street (August, 2019)

JCobleigh

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Turning Movement Count

File Name : Spring at Touro - PM TTCSite Code : 00669701Start Date : 8/20/2019Page No : 1

Project Name: Spring ParkCommunity: NewportIntersection: Spring at TouroWeather Conditions: Sunny/Hot

Groups Printed- UnshiftedSpring

SouthboundTouro

WestboundSpring

NorthboundTouro

EastboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

04:00 PM 0 0 0 0 0 0 0 50 0 50 0 80 5 0 85 9 53 0 0 62 19704:15 PM 0 0 0 0 0 0 0 50 0 50 0 103 2 0 105 11 55 0 0 66 22104:30 PM 0 0 0 0 0 0 0 45 0 45 0 92 2 0 94 10 43 0 0 53 19204:45 PM 0 0 0 0 0 0 0 69 0 69 0 100 5 0 105 13 59 0 0 72 246

Total 0 0 0 0 0 0 0 214 0 214 0 375 14 0 389 43 210 0 0 253 856

05:00 PM 0 0 0 0 0 0 0 65 0 65 0 93 2 0 95 12 37 0 0 49 20905:15 PM 0 0 0 0 0 0 0 71 0 71 0 90 1 0 91 8 34 0 0 42 20405:30 PM 0 0 0 0 0 0 0 50 0 50 0 82 2 0 84 16 54 0 0 70 20405:45 PM 0 0 0 0 0 0 0 51 0 51 0 67 1 0 68 11 47 0 0 58 177

Total 0 0 0 0 0 0 0 237 0 237 0 332 6 0 338 47 172 0 0 219 794

Grand Total 0 0 0 0 0 0 0 451 0 451 0 707 20 0 727 90 382 0 0 472 1650Apprch % 0 0 0 0 0 0 100 0 0 97.2 2.8 0 19.1 80.9 0 0

Total % 0 0 0 0 0 0 0 27.3 0 27.3 0 42.8 1.2 0 44.1 5.5 23.2 0 0 28.6

Spring

Tour

o Touro

Spring

Right0

Thru0

Left0

Peds0

InOut Total1248 0 1248

Right451

Thru 0Left 0

Peds 0

Out

TotalIn

402451

853

Left0

Thru707

Right20

Peds0

Out TotalIn0 727 727

Left90

Thru38

2R

ight0

Peds

0

Tota

lO

utIn

047

247

2

8/20/2019 04:00 PM8/20/2019 05:45 PM

Unshifted

North

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File Name : Spring at Touro - PM TTCSite Code : 00669701Start Date : 8/20/2019Page No : 2

Project Name: Spring ParkCommunity: NewportIntersection: Spring at TouroWeather Conditions: Sunny/Hot

SpringSouthbound

TouroWestbound

SpringNorthbound

TouroEastbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:15 PM

04:15 PM 0 0 0 0 0 0 0 50 0 50 0 103 2 0 105 11 55 0 0 66 22104:30 PM 0 0 0 0 0 0 0 45 0 45 0 92 2 0 94 10 43 0 0 53 19204:45 PM 0 0 0 0 0 0 0 69 0 69 0 100 5 0 105 13 59 0 0 72 24605:00 PM 0 0 0 0 0 0 0 65 0 65 0 93 2 0 95 12 37 0 0 49 209

Total Volume 0 0 0 0 0 0 0 229 0 229 0 388 11 0 399 46 194 0 0 240 868% App. Total 0 0 0 0 0 0 100 0 0 97.2 2.8 0 19.2 80.8 0 0

PHF .000 .000 .000 .000 .000 .000 .000 .830 .000 .830 .000 .942 .550 .000 .950 .885 .822 .000 .000 .833 .882

Spring

Tour

o Touro

Spring

Right0

Thru0

Left0

Peds0


Right229

Thru 0Left 0

Peds 0

Out

TotalIn

205229

434

Left0

Thru388

Right11

Peds0


Left46

Thru19

4R

ight0

Peds

0

Tota

lO

utIn

024

024

0

Peak Hour Begins at 04:15 PM

Unshifted

Peak Hour Data

North

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File Name : Touro at Spring Sat. MDSite Code : 06697021Start Date : 8/24/2019Page No : 1

Project: Spring ParkTown/City: Newport, RILocation: Touro Street at Spring StreetWeather: Sunny/70s

Groups Printed- VehiclesSpring StreetSouthbound

Touro StreetWestbound

Spring StreetNorthbound

Touro StreetEastbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. TotalFactor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

12:00 PM 0 0 0 6 6 0 0 58 13 71 0 89 2 32 123 16 48 0 0 64 26412:15 PM 0 0 0 4 4 0 0 40 17 57 0 83 2 19 104 12 62 0 4 78 24312:30 PM 0 0 0 4 4 0 0 44 16 60 0 96 12 26 134 15 65 0 3 83 28112:45 PM 0 0 0 0 0 0 0 45 17 62 0 94 4 21 119 16 56 0 5 77 258

Total 0 0 0 14 14 0 0 187 63 250 0 362 20 98 480 59 231 0 12 302 1046

01:00 PM 0 0 0 2 2 0 0 52 20 72 0 92 3 42 137 11 56 0 13 80 29101:15 PM 0 0 0 5 5 0 0 55 4 59 0 98 5 15 118 5 49 0 6 60 24201:30 PM 0 0 0 2 2 0 0 50 18 68 0 98 5 32 135 13 70 0 8 91 29601:45 PM 0 0 0 0 0 0 0 51 16 67 0 88 9 21 118 21 67 0 4 92 277

Total 0 0 0 9 9 0 0 208 58 266 0 376 22 110 508 50 242 0 31 323 1106

02:00 PM 0 0 0 0 0 0 0 55 24 79 0 103 5 26 134 24 66 0 2 92 30502:15 PM 0 0 0 1 1 0 0 51 16 67 0 100 2 8 110 21 74 0 10 105 28302:30 PM 0 0 0 0 0 0 0 48 5 53 0 91 6 19 116 19 50 0 5 74 24302:45 PM 0 0 0 2 2 0 0 54 16 70 0 100 4 34 138 27 67 0 12 106 316

Total 0 0 0 3 3 0 0 208 61 269 0 394 17 87 498 91 257 0 29 377 1147

Grand Total 0 0 0 26 26 0 0 603 182 785 0 1132 59 295 1486 200 730 0 72 1002 3299Apprch % 0 0 0 100 0 0 76.8 23.2 0 76.2 4 19.9 20 72.9 0 7.2

Total % 0 0 0 0.8 0.8 0 0 18.3 5.5 23.8 0 34.3 1.8 8.9 45 6.1 22.1 0 2.2 30.4

Spring Street

Tour

oSt

reet

TouroStreet

Spring Street

Right0

Thru0

Left0

Peds26


Right603

Thru 0Left 0

Peds182

Out

TotalIn

789785

1574

Left0

Thru1132

Right59

Peds295


Left20

0Th

ru730

Rig

ht0P

eds72

Tota

lO

utIn

010

0210

02

8/24/2019 12:00 PM8/24/2019 02:45 PM

Vehicles

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File Name : Touro at Spring Sat. MDSite Code : 06697021Start Date : 8/24/2019Page No : 2

Spring StreetSouthbound

Touro StreetWestbound

Spring StreetNorthbound

Touro StreetEastbound


01:30 PM 0 0 0 2 2 0 0 50 18 68 0 98 5 32 135 13 70 0 8 91 29601:45 PM 0 0 0 0 0 0 0 51 16 67 0 88 9 21 118 21 67 0 4 92 27702:00 PM 0 0 0 0 0 0 0 55 24 79 0 103 5 26 134 24 66 0 2 92 30502:15 PM 0 0 0 1 1 0 0 51 16 67 0 100 2 8 110 21 74 0 10 105 283

Total Volume 0 0 0 3 3 0 0 207 74 281 0 389 21 87 497 79 277 0 24 380 1161% App. Total 0 0 0 100 0 0 73.7 26.3 0 78.3 4.2 17.5 20.8 72.9 0 6.3

PHF .000 .000 .000 .375 .375 .000 .000 .941 .771 .889 .000 .944 .583 .680 .920 .823 .936 .000 .600 .905 .952

Spring Street

Tour

oSt

reetTouro

Street

Spring Street

Right0

Thru0

Left0

Peds3


Right207

Thru 0Left 0

Peds 74

Out

TotalIn

298281

579

Left0

Thru389

Right21

Peds87


Left79

Thru27

7R

ight0

Peds24

Tota

lO

utIn

038

038

0


Vehicles

Peak Hour Data

North

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September, 2019

Broadway at Stone Street (August, 2019)

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File Name : Broadway at Stone - PM TTCSite Code : 08202019Start Date : 8/20/2019Page No : 1

Project Name: Spring ParkCommunity: NewportIntersection: Broadway at StoneWeather Conditions: Sunny/Hot

Groups Printed- UnshiftedBroadway

SouthboundStone

WestboundBroadway

Northbound EastboundStart Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total

04:00 PM 0 67 0 0 67 76 0 0 0 76 0 0 0 0 0 0 0 0 0 0 14304:15 PM 0 48 0 0 48 63 0 0 0 63 0 0 0 0 0 0 0 0 0 0 11104:30 PM 0 56 0 0 56 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 13504:45 PM 0 52 0 0 52 70 0 0 0 70 0 0 0 0 0 0 0 0 0 0 122

Total 0 223 0 0 223 288 0 0 0 288 0 0 0 0 0 0 0 0 0 0 511

05:00 PM 0 54 1 0 55 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 13405:15 PM 0 46 0 0 46 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 12505:30 PM 0 58 0 0 58 63 0 0 0 63 0 0 0 0 0 0 0 0 0 0 12105:45 PM 0 48 0 0 48 68 0 0 0 68 0 0 0 0 0 0 0 0 0 0 116

Total 0 206 1 0 207 289 0 0 0 289 0 0 0 0 0 0 0 0 0 0 496

Grand Total 0 429 1 0 430 577 0 0 0 577 0 0 0 0 0 0 0 0 0 0 1007Apprch % 0 99.8 0.2 0 100 0 0 0 0 0 0 0 0 0 0 0

Total % 0 42.6 0.1 0 42.7 57.3 0 0 0 57.3 0 0 0 0 0 0 0 0 0 0

Broadway

Stone

Broadway

Right1

Thru429

Left0

Peds0


Right 0

Thru 0Left

577Peds 0

Out

TotalIn

0577

577

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

10

1

8/20/2019 04:00 PM8/20/2019 05:45 PM

Unshifted

North

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File Name : Broadway at Stone - PM TTCSite Code : 08202019Start Date : 8/20/2019Page No : 2

Project Name: Spring ParkCommunity: NewportIntersection: Broadway at StoneWeather Conditions: Sunny/Hot

BroadwaySouthbound

StoneWestbound

BroadwayNorthbound Eastbound


04:30 PM 0 56 0 0 56 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 13504:45 PM 0 52 0 0 52 70 0 0 0 70 0 0 0 0 0 0 0 0 0 0 12205:00 PM 0 54 1 0 55 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 13405:15 PM 0 46 0 0 46 79 0 0 0 79 0 0 0 0 0 0 0 0 0 0 125

Total Volume 0 208 1 0 209 307 0 0 0 307 0 0 0 0 0 0 0 0 0 0 516% App. Total 0 99.5 0.5 0 100 0 0 0 0 0 0 0 0 0 0 0

PHF .000 .929 .250 .000 .933 .972 .000 .000 .000 .972 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .956

Broadway

Stone

Broadway

Right1

Thru208

Left0

Peds0


Right 0

Thru 0Left

307Peds 0

Out

TotalIn

0307

307

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

10

1


Unshifted

Peak Hour Data

North

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File Name : Broadway at Stone Sat. MDSite Code : 06473011Start Date : 8/24/2019Page No : 1

Project: Spring ParkTown/City: Newport, RILocation: Broadway at Stone StreetWeather: Sunny/70s

Groups Printed- VehiclesBroadway

SouthboundStone StreetWestbound Northbound Eastbound


12:00 PM 0 92 0 0 92 59 0 0 0 59 0 0 0 0 0 0 0 0 0 0 15112:15 PM 0 75 0 0 75 55 0 0 0 55 0 0 0 0 0 0 0 0 0 0 13012:30 PM 0 61 0 0 61 60 0 0 0 60 0 0 0 0 0 0 0 0 0 0 12112:45 PM 0 100 0 0 100 68 0 0 0 68 0 0 0 0 0 0 0 0 0 0 168

Total 0 328 0 0 328 242 0 0 0 242 0 0 0 0 0 0 0 0 0 0 570

01:00 PM 0 76 0 0 76 66 0 0 0 66 0 0 0 0 0 0 0 0 0 0 14201:15 PM 0 91 0 0 91 60 0 0 0 60 0 0 0 0 0 0 0 0 0 0 15101:30 PM 0 89 0 0 89 70 0 0 0 70 0 0 0 0 0 0 0 0 0 0 15901:45 PM 0 51 0 0 51 44 0 0 0 44 0 0 0 0 0 0 0 0 0 0 95

Total 0 307 0 0 307 240 0 0 0 240 0 0 0 0 0 0 0 0 0 0 547

Grand Total 0 635 0 0 635 482 0 0 0 482 0 0 0 0 0 0 0 0 0 0 1117Apprch % 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0

Total % 0 56.8 0 0 56.8 43.2 0 0 0 43.2 0 0 0 0 0 0 0 0 0 0

Broadway

Stone

Street

Right0

Thru635

Left0

Peds0


Right 0

Thru 0Left

482P

eds 0

Out

TotalIn

0482

482

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

00

0

8/24/2019 12:00 PM8/24/2019 01:45 PM

Vehicles

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File Name : Broadway at Stone Sat. MDSite Code : 06473011Start Date : 8/24/2019Page No : 2

Project: Spring ParkTown/City: Newport, RILocation: Broadway at Stone StreetWeather: Sunny/70s

BroadwaySouthbound

Stone StreetWestbound Northbound Eastbound


12:45 PM 0 100 0 0 100 68 0 0 0 68 0 0 0 0 0 0 0 0 0 0 16801:00 PM 0 76 0 0 76 66 0 0 0 66 0 0 0 0 0 0 0 0 0 0 14201:15 PM 0 91 0 0 91 60 0 0 0 60 0 0 0 0 0 0 0 0 0 0 15101:30 PM 0 89 0 0 89 70 0 0 0 70 0 0 0 0 0 0 0 0 0 0 159

Total Volume 0 356 0 0 356 264 0 0 0 264 0 0 0 0 0 0 0 0 0 0 620% App. Total 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0

PHF .000 .890 .000 .000 .890 .943 .000 .000 .000 .943 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .923

Broadway

Stone

Street

Right0

Thru356

Left0

Peds0


Right 0

Thru 0Left

264P

eds 0

Out

TotalIn

0264

264

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

00

0


Vehicles

Peak Hour Data

North

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September, 2019

Broadway at Court House Street/Farewell Street (August, 2019)

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File Name : Broadway at Farewell - PM TTCSite Code : 08202019Start Date : 8/20/2019Page No : 1

Project Name: Town Spring ParkCommunity: NewportIntersection: Broadway at FarewellWeather Conditions: Sunny/Hot

Groups Printed- Bank 1Broadway

SouthboundCourt HouseWestbound

BroadwayNorthbound

FarewellEastbound

Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total04:00 PM 10 68 57 0 135 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13504:15 PM 11 52 47 0 110 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11004:30 PM 9 65 67 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14104:45 PM 7 56 60 0 123 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123

Total 37 241 231 0 509 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 509

05:00 PM 6 62 68 0 136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13605:15 PM 4 62 59 0 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12505:30 PM 2 59 56 0 117 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117

*** BREAK ***Total 12 183 183 0 378 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 378

Grand Total 49 424 414 0 887 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 887Apprch % 5.5 47.8 46.7 0 0 0 0 0 0 0 0 0 0 0 0 0

Total % 5.5 47.8 46.7 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Broadway

Fare

wel

lC

ourtHouse

Broadway

Right414

Thru424

Left49

Peds0


Right 0

Thru 0Left 0

Peds 0

Out

TotalIn

490

49

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

414

041

4

8/20/2019 04:00 PM8/20/2019 05:45 PM

Bank 1

North

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File Name : Broadway at Farewell - PM TTCSite Code : 08202019Start Date : 8/20/2019Page No : 2

Project Name: Town Spring ParkCommunity: NewportIntersection: Broadway at FarewellWeather Conditions: Sunny/Hot

BroadwaySouthbound

Court HouseWestbound

BroadwayNorthbound

FarewellEastbound


04:30 PM 9 65 67 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14104:45 PM 7 56 60 0 123 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12305:00 PM 6 62 68 0 136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13605:15 PM 4 62 59 0 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125

Total Volume 26 245 254 0 525 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 525% App. Total 5 46.7 48.4 0 0 0 0 0 0 0 0 0 0 0 0 0

PHF .722 .942 .934 .000 .931 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .931

Broadway

Fare

wel

lC

ourtHouse

Broadway

Right254

Thru245

Left26

Peds0


Right 0

Thru 0Left 0

Peds 0

Out

TotalIn

260

26

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Peds

0

Tota

lO

utIn

254

025

4


Bank 1

Peak Hour Data

North

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BETA Group, Inc.701 George Washington Highway

Lincoln, Rhode Island 02865

File Name : Broadway at Farewell Sat. MDSite Code : 06473012Start Date : 8/24/2019Page No : 1

Project: Spring ParkTown/City: Newport, RILocation: Broadway at Farewell StreetWeather: Sunny/70s

Groups Printed- VehiclesBroadway

SouthboundCourthouseWestbound Northbound

FarewellEastbound


12:00 PM 12 97 42 0 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15112:15 PM 3 84 43 0 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13012:30 PM 9 72 40 0 121 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12112:45 PM 5 123 40 0 168 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168

Total 29 376 165 0 570 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 570

01:00 PM 5 99 38 0 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14201:15 PM 4 124 23 0 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15101:30 PM 7 127 25 0 159 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15901:45 PM 7 75 13 0 95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95

Total 23 425 99 0 547 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 547

Grand Total 52 801 264 0 1117 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1117Apprch % 4.7 71.7 23.6 0 0 0 0 0 0 0 0 0 0 0 0 0

Total % 4.7 71.7 23.6 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Broadway

Fare

wel

lC

ourthouse

Right264

Thru801

Left52

Peds0


Right 0

Thru 0Left 0

Peds 0

Out

TotalIn

520

52

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Ped

s0

Tota

lO

utIn

264

026

4

8/24/2019 12:00 PM8/24/2019 01:45 PM

Vehicles

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BETA Group, Inc.701 George Washington Highway

Lincoln, Rhode Island 02865

File Name : Broadway at Farewell Sat. MDSite Code : 06473012Start Date : 8/24/2019Page No : 2

BroadwaySouthbound

CourthouseWestbound Northbound

FarewellEastbound


12:45 PM 5 123 40 0 168 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16801:00 PM 5 99 38 0 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14201:15 PM 4 124 23 0 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15101:30 PM 7 127 25 0 159 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 159

Total Volume 21 473 126 0 620 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 620% App. Total 3.4 76.3 20.3 0 0 0 0 0 0 0 0 0 0 0 0 0

PHF .750 .931 .788 .000 .923 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .923

Broadway

Fare

wel

lC

ourthouse

Right126

Thru473

Left21

Peds0


Right 0

Thru 0Left 0

Peds 0

Out

TotalIn

210

21

Left0

Thru0

Right0

Peds0


Left0

Thru

0R

ight0

Ped

s0

Tota

lO

utIn

126

012

6


Vehicles

Peak Hour Data

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September, 2019

A

Network Traffic Volumes

Summer 2016 Weekday PM and Saturday Mid-day Peak Periods-Redistribution EstimateSummer 2019 Weekday PM and Saturday Mid-day Peak Periods-Road Closure Plan

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September, 2019

Summer 2016 Weekday PM and Saturday Mid-day Peak Periods-Redistribution Estimate

Existing Weekday PM Peak Period

Existing Saturday Mid-day Peak Period

JCobleigh

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FIGUREFUTURE BUILD TRAFFIC VOLUMES

SUMMER WEEKDAY PM PEAK HOUR

TOWN SPRING PARKNEWPORT, RHODE ISLAND

Print Date: 7/14/2017 8:33 AM

Touro St.Touro St.

Sprin

gSt

.Sp

ring

St.

Park Pl.

Was

hing

ton

Sq.

Broa

dway

Farewell St.

Sprin

gSt

.

Broa

dway

Hozier St.

Stone St.

Court House St.

pbannon

Text Box

Volume Redistribution Estimate

pbannon

Text Box

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FIGUREFUTURE BUILD TRAFFIC VOLUMES

SUMMER SATURDAY MD PEAK HOUR


Print Date: 7/14/2017 8:33 AM

Touro St.Touro St.

Sprin

gSt

.Sp

ring

St.

Park Pl.

Was

hing

ton

Sq.

Broa

dway

Farewell St.

Sprin

gSt

.

Broa

dway

Hozier St.

Stone St.

Court House St.

pbannon

Text Box

Volume Redistribution Estimate

pbannon

Text Box

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September, 2019

Summer 2019 Weekday PM and Saturday Mid-day Peak Periods-Road Closure Plan

Existing Weekday PM Peak Period

Existing Saturday Mid-day Peak Period

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AttachmentFIGURE 2

EXISTING TRAFFIC VOLUMESSUMMER WEEKDAY PM PEAK HOUR


230

390 10195

50

Touro St.Touro St.

670

310 390

30

310

215

250 245

Court House St. (CLOSED)

Park Pl.

Farewell St.

Hozier St.

Stone St.

30

700

245

245 205

230

400

525

390

215

Spring St.

Washington Sq.

Broadway

Spring St.Spring St.

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A-43

210

390 20280

80

Touro St.Touro St.

Spring St.

680

265 435

20

265

360

130 475

Court House St. (CLOSED)

Park Pl.

Washington Sq.

Farewell St.

Hozier St.

Stone St.

20

AttachmentFIGURE 3

EXISTING TRAFFIC VOLUMESSUMMER SATURDAY MD PEAK HOUR


475

360

210

300

410

700

625

360

435

Broadway

Spring St.Spring St.

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September, 2019

APPENDIX B – Operational Analysis

Existing Traffic Conditions – Court House Street Closure


Spring Street at Hozier Street


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B-1


September, 2019

B

Existing Weekday PM and Saturday MD Peak Hour




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September, 2019


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B-3

Major Street: Touro Street Minor Street: Spring StreetCity/Town: Newport, RI Day of Week: Weekday (Summer)Reference No.: 5213 Peak Period: PM PeakExisting: TTC Plan - Detour Future: n/a

670

0

670

Touro Street

0 0 0

2300 0 230

0245 435

50245 195 205

0

One Way

039

0 10

Touro Street

0

400

400

Turning Movement Diagram

NORTH

Sprin

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B-4

Town Spring Park

TTC Plan Implementation - Road Closure Timing Plan: Weekday PM Peak

Lane Group EBL EBR NBL NBT NBR SBL SBT SBR NWL NWRLane ConfigurationsVolume (vph) 50 195 0 390 10 0 0 0 0 230Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 200 0 0 0 0 0 0Storage Lanes 1 1 0 0 0 0 0 1Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1805 1615 0 1894 0 0 0 0 0 1644Flt Permitted 0.950Satd. Flow (perm) 1805 1615 0 1894 0 0 0 0 0 1431Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 25 25 25 25Link Distance (ft) 607 748 255 237Travel Time (s) 16.6 20.4 7.0 6.5Lane Group Flow (vph) 54 212 0 435 0 0 0 0 0 250Turn Type Perm Perm NA PermProtected Phases 2Permitted Phases 4 4 2 8Total Split (s) 32.0 32.0 33.0 32.0Total Lost Time (s) 4.0 4.0 4.0 4.0Act Effct Green (s) 12.1 12.1 13.9 12.1Actuated g/C Ratio 0.35 0.35 0.40 0.35v/c Ratio 0.09 0.38 0.57 0.50Control Delay 9.0 11.5 11.9 13.8Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.0 11.5 11.9 13.8LOS A B B BApproach Delay 11.0 11.9Approach LOS B B

Intersection SummaryArea Type: OtherCycle Length: 65Actuated Cycle Length: 34.6Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.57Intersection Signal Delay: 12.2 Intersection LOS: BIntersection Capacity Utilization 46.3% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 3: Spring & Touro

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Major Street: Touro Street Minor Street: Spring StreetCity/Town: Newport, RI Day of Week: Saturday (Summer)Reference No.: 5213 Peak Period: MD PeakExisting: TTC Plan Detour Future: n/a

680

0

680

Touro Street

0 0 0

2100 0 210

0360 510

80360 280 300

0

One Way

039

0 20

Touro Street

0

410

410


NORTH

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Town Spring Park

TTC Plan Implementation - Road Closure Timing Plan: Sat MD Peak

Lane Group EBL EBR NBL NBT NBR SBL SBT SBR NWL NWRLane ConfigurationsVolume (vph) 80 280 0 390 20 0 0 0 0 210Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Storage Length (ft) 0 200 0 0 0 0 0 0Storage Lanes 1 1 0 0 0 0 0 1Taper Length (ft) 25 25 25 25Satd. Flow (prot) 1805 1615 0 1887 0 0 0 0 0 1644Flt Permitted 0.950Satd. Flow (perm) 1805 1615 0 1887 0 0 0 0 0 1431Right Turn on Red No No No NoSatd. Flow (RTOR)Link Speed (mph) 25 25 25 25Link Distance (ft) 607 748 255 237Travel Time (s) 16.6 20.4 7.0 6.5Confl. Peds. (#/hr) 55Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Shared Lane Traffic (%)Lane Group Flow (vph) 87 304 0 446 0 0 0 0 0 228Turn Type Perm Perm NA PermProtected Phases 2Permitted Phases 4 4 2 8Total Split (s) 32.0 32.0 33.0 32.0Total Lost Time (s) 4.0 4.0 4.0 4.0Act Effct Green (s) 12.8 12.8 14.7 12.8Actuated g/C Ratio 0.35 0.35 0.41 0.35v/c Ratio 0.14 0.53 0.58 0.45Control Delay 9.6 14.0 12.4 13.2Queue Delay 0.0 0.0 0.0 0.0Total Delay 9.6 14.0 12.4 13.2LOS A B B BApproach Delay 13.0 12.4Approach LOS B B

Intersection SummaryArea Type: OtherCycle Length: 65Actuated Cycle Length: 36.1Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.58Intersection Signal Delay: 12.8 Intersection LOS: BIntersection Capacity Utilization 47.9% ICU Level of Service AAnalysis Period (min) 15

Splits and Phases: 3: Spring & Touro

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September, 2019


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Major Street: Spring Street Minor Street: Hozier StreetCity/Town: Newport, RI Day of Week: Weekday (Summer)Reference No.: 5213 Peak Period: PM PeakExisting: TTC Plan - Detour Future: n/a

700

Hozier Street

30

670

ONE WAY

ON

EW

AY


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B-9

Town Spring Park


IntersectionInt Delay, s/veh 0.6

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 30 0 0 670 0 0Future Vol, veh/h 30 0 0 670 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 - -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0Mvmt Flow 33 0 0 728 0 0

Major/Minor Minor2 Major1Conflicting Flow All 728 - - 0 Stage 1 0 - - - Stage 2 728 - - -Critical Hdwy 6.4 - - -Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 5.4 - - -Follow-up Hdwy 3.5 - - -Pot Cap-1 Maneuver 393 0 0 - Stage 1 - 0 0 - Stage 2 482 0 0 -Platoon blocked, % -Mov Cap-1 Maneuver 393 - - -Mov Cap-2 Maneuver 393 - - - Stage 1 - - - - Stage 2 482 - - -

Approach EB NBHCM Control Delay, s 15 0HCM LOS C

Minor Lane/Major Mvmt NBT EBLn1Capacity (veh/h) - 393HCM Lane V/C Ratio - 0.083HCM Control Delay (s) - 15HCM Lane LOS - CHCM 95th %tile Q(veh) - 0.3

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Major Street: Spring Street Minor Street: Hozier StreetCity/Town: Newport, RI Day of Week: Saturday (Summer)Reference No.: 5213 Peak Period: MD PeakExisting: TTC Plan - Detour Future: n/a

700

Hozier Street

20

680

ONE WAY

ON

EW

AY


NORTH

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B-11

Town Spring Park


IntersectionInt Delay, s/veh 0.4

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 20 0 0 680 0 0Future Vol, veh/h 20 0 0 680 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - - 0 - -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 0 0 0 0Mvmt Flow 22 0 0 739 0 0

Major/Minor Minor2 Major1Conflicting Flow All 739 - - 0 Stage 1 0 - - - Stage 2 739 - - -Critical Hdwy 6.4 - - -Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 5.4 - - -Follow-up Hdwy 3.5 - - -Pot Cap-1 Maneuver 388 0 0 - Stage 1 - 0 0 - Stage 2 476 0 0 -Platoon blocked, % -Mov Cap-1 Maneuver 388 - - -Mov Cap-2 Maneuver 388 - - - Stage 1 - - - - Stage 2 476 - - -

Approach EB NBHCM Control Delay, s 14.8 0HCM LOS B

Minor Lane/Major Mvmt NBT EBLn1Capacity (veh/h) - 388HCM Lane V/C Ratio - 0.056HCM Control Delay (s) - 14.8HCM Lane LOS - BHCM 95th %tile Q(veh) - 0.2

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September, 2019


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B-13

Major Street: Broadway Minor Street: Stone StreetCity/Town: Newport, RI Day of Week: Weekday (Summer)Reference No.: 5213 Peak Period: PM PeakExisting: TTC Plan - Detour Future: n/a

215

Stone Street

310

525

ON

EW

AY

ONE WAY


NORTH

Broa

dway

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B-14

Town Spring Park


IntersectionIntersection Delay, s/veh 10Intersection LOS A

Movement WBU WBL WBR SBU SBL SBR NEU NEL NERVol, veh/h 0 310 0 0 0 215 0 0 0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0Mvmt Flow 0 337 0 0 0 234 0 0 0Number of Lanes 0 1 0 0 0 1 0 0 0

Approach WB SBOpposing ApproachOpposing Lanes 0 0Conflicting Approach Left WBConflicting Lanes Left 0 1Conflicting Approach Right SBConflicting Lanes Right 1 0HCM Control Delay 11 8.6HCM LOS B A

Lane WBLn1 SBLn1Vol Left, % 100% 0%Vol Thru, % 0% 0%Vol Right, % 0% 100%Sign Control Stop StopTraffic Vol by Lane 310 215LT Vol 310 0Through Vol 0 0RT Vol 0 215Lane Flow Rate 337 234Geometry Grp 1 1Degree of Util (X) 0.422 0.268Departure Headway (Hd) 4.628 4.125Convergence, Y/N Yes YesCap 782 876Service Time 2.628 2.125HCM Lane V/C Ratio 0.431 0.267HCM Control Delay 11 8.6HCM Lane LOS B AHCM 95th-tile Q 2.1 1.1

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B-15

Major Street: Broadway Minor Street: Stone StreetCity/Town: Newport, RI Day of Week: Saturday (Summer)Reference No.: 5213 Peak Period: MD PeakExisting: TTC Plan - Detour Future: n/a

360

Stone Street

265

625

ON

EW

AY

ONE WAY


NORTH

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B-16

Town Spring Park


IntersectionIntersection Delay, s/veh 10.6Intersection LOS B

Movement WBU WBL WBR SBU SBL SBR NEU NEL NERVol, veh/h 0 265 0 0 0 360 0 0 0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles, % 0 0 0 0 0 0 0 0 0Mvmt Flow 0 288 0 0 0 391 0 0 0Number of Lanes 0 1 0 0 0 1 0 0 0

Approach WB SBOpposing ApproachOpposing Lanes 0 0Conflicting Approach Left WBConflicting Lanes Left 0 1Conflicting Approach Right SBConflicting Lanes Right 1 0HCM Control Delay 11.1 10.2HCM LOS B B

Lane WBLn1 SBLn1Vol Left, % 100% 0%Vol Thru, % 0% 0%Vol Right, % 0% 100%Sign Control Stop StopTraffic Vol by Lane 265 360LT Vol 265 0Through Vol 0 0RT Vol 0 360Lane Flow Rate 288 391Geometry Grp 1 1Degree of Util (X) 0.393 0.44Departure Headway (Hd) 4.913 4.049Convergence, Y/N Yes YesCap 729 892Service Time 2.966 2.068HCM Lane V/C Ratio 0.395 0.438HCM Control Delay 11.1 10.2HCM Lane LOS B BHCM 95th-tile Q 1.9 2.3

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September, 2019

APPENDIX C – Traffic Control Plan

Court House Street Closure

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C-1

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C-2

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Documents

TECHNICAL MEMORANDUM - TRAFFIC