Text

Triso-X Fuel Fabrication Facility, Traffic Impact Analysis
	ML24057A039
Person / Time
Site:	Triso-X
Issue date:	05/09/2023
From:	; Mattern & Craig
To:	; Office of Nuclear Material Safety and Safeguards, Sargent & Lundy, Triso-X
Shared Package
ML24046A163	List: ML24046A164; ML24057A039;
References
	TX0-REG-LTR-0033
	Download: ML24057A039 (1)
	v • d • e

TRAFFIC IMPACT ANALYSIS Triso-X Fuel Fabrication Facility Oak Ridge, TN For Sargent & Lundy, LLC May 9, 2023 Commission No. 4392 429 CLAY STREET KINGSPORT, TENNESSEE 37660 (423) 245-4970 FAX: (540) 345-7691 jacarder@matternandcraig.com TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

TABLE OF CONTENTS 1.0 Introduction.... 1 2.0 Proposed Development.. 2 2.1 Proposed Development Assumptions... 2 3.0 Existing Volumes....... 3 4.0 Background Traffic Volumes.... 5 5.0 Projected Development Volumes..... 7 5.1 Trip Distribution.................................................................................................... 7 5.2 2025 Future Traffic Volumes....... 7 6.0 Traffic Operations Analysis 15 6.1 Level of Service.. 15 6.2 Specific Intersection Analysis..... 17 6.2.1 Unsignalized Intersection of SR-95 (Oak Ridge Turnpike) at Novus Drive...... 17 6.2.2 Unsignalized Intersection of Novus Drive at Palladium Way........ 17 6.2.3 Unsignalized Intersection of SR-95 (Oak Ridge Turnpike) at Imperium Drive.............. 17 6.2.4 Unsignalized Intersection of Renovare Boulevard at Site Access................................... 17 7.0 Queue Length Analyses. 18 7.1 Scenario Analyses.. 18 7.1.1 SR-95 (Oak Ridge Turnpike) at Novus Drive...............................34 7.1.2 Novus Drive at Palladium Way.....................................................34 7.1.4 SR-95 (Oak Ridge Turnpike) at Imperium Drive..........................34 7.1.3 Renovare Boulevard at Site Access...............................................34 8.0 Conclusions and Recommendations... 35 TX0-REG-LTR-0033 Enclosure

LIST OF FIGURES Figure 1.1 - Site Specific Location Map. 1 Figure 3.1 - 2023 Existing Traffic Volumes........... 4 Figure 4.1 - 2025 Background Traffic Volumes........ 6 Figure 5.1 - Peak Hour Trip Distribution (Percentages)........... 8 Figure 5.2 - Construction Phase AM Peak Hour Trip Distribution Volumes....... 9 Figure 5.3 - Construction Phase PM Peak Hour Trip Distribution Volumes.... 10 Figure 5.4 - Operational Phase AM Peak Hour Trip Distribution Volumes..... 11 Figure 5.5 - Operational Phase PM Peak Hour Trip Distribution Volumes...... 12 Figure 5.6 - Construction Phase 2025 Future Traffic Volumes......................... 13 Figure 5.7 - Operational Phase 2025 Future Traffic Volumes.......................... 14 Figure 7.1 - 2023 Existing AM Peak Hour - SR-95 at Novus Drive......... 19 Figure 7.2 - 2023 Existing PM Peak Hour - SR-95 at Novus Drive.... 20 Figure 7.3 - 2023 Existing PM Peak Hour - SR-95 at Imperium Drive........ 21 Figure 7.4 - 2025 Background AM Peak Hour - SR-95 at Novus Drive....... 22 Figure 7.5 - 2025 Background PM Peak Hour - SR-95 at Novus Drive....... 23 Figure 7.6 - 2025 Background PM Peak Hour - SR-95 at Imperium Drive...... 24 Figure 7.7 - 2025 Construction AM Peak Hour - SR-95 at Novus Drive...... 25 Figure 7.8 - 2025 Construction PM Peak Hour - SR-95 at Novus Drive.......... 26 Figure 7.9 - 2025 Construction PM Peak Hour - Renovare Boulevard at Site Access......... 27 Figure 7.10 - 2025 Construction PM Peak Hour - SR-95 at Imperium Drive...... 28 Figure 7.11 - 2025 Operational AM Peak Hour - SR-95 at Novus Drive........ 29 Figure 7.12 - 2025 Operational AM Peak Hour - Renovare Boulevard at Site Access... 30 Figure 7.13 - 2025 Operational PM Peak Hour - SR-95 at Novus Drive.... 31 Figure 7.14 - 2025 Operational PM Peak Hour - Renovare Boulevard at Site Access..... 32 Figure 7.15 - 2025 Operational PM Peak Hour - SR-95 at Imperium Drive....................... 33 TX0-REG-LTR-0033 Enclosure

LIST OF TABLES Table 6.1 - Level of Service and Delay.. 15 Table 6.2 - Level of Service Summary...................................................................................................... 16 Table 7.1 - Critical Locations for Queue Analysis.................................................................................... 18 Table 7.2 - Critical Movement Queue Lengths......................................................................................... 18 APPENDICES Appendix A - Proposed Site Plan Appendix B - Traffic Count Data Appendix C - Traffic Growth Calculations Appendix D - Volume Development Appendix E - Synchro and Sim Traffic Reports TX0-REG-LTR-0033 Enclosure

M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 1.0 Introduction Mattern & Craig, Inc. was commissioned by Sargent & Lundy, LLC to perform a Traffic Impact Analysis (TIA) for a proposed TRISO-X Fuel Fabrication Facility located within the Horizon Center Industrial Park in Oak Ridge, Tennessee. The proposed facility is located west of Renovare Boulevard, between Imperium Drive and Novus Drive, with trips traveling to the site using SR-95 (Oak Ridge Turnpike). This study will analyze the impacts that this development will have on the study area. Figure 1.1 depicts the location of the proposed development and the surrounding area.

Figure 1.1 - Site Specific Location Map.

The study area encompasses the unsignalized intersections of Novus Drive and Imperium Drive along SR-95 (Oak Ridge Turnpike) and Novus Drive at Palladium Way. The study area omits the unsignalized intersections of Novus Drive and Imperium Drive along Renovare Boulevard, as the existing and proposed site trip movements at these intersections are non-conflicting (as in, they can be made concurrently). The areas south of Novus Drive and north of Imperium Drive are currently undeveloped; thus, any traffic that goes to these dead ends would be minimal and have no impacts to the operation at these intersections.

SR-95 (Oak Ridge Turnpike) is a state-maintained, principal arterial consisting of four travel lanes with a depressed grass median and a posted speed limit of 55 mph through the study area. Novus 1

TX0-REG-LTR-0033 Enclosure

M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC Drive is a city maintained local road consisting of four travel lanes with a raised grass median and a posted speed limit of 25 mph. Palladium Way is a city maintained local road with two travel lanes and no posted speed limit. Renovare Boulevard is a city maintained local road with two travel lanes with a raised grass median, a posted speed limit of 25 mph, and dead ends south of Novus Drive and north of Imperium Drive. Imperium Drive is a city maintained local road consisting of four travel lanes with a raised grass median and a posted speed limit of 25 mph.

This report includes a description of the proposed development, discussion of existing and projected traffic volumes in the study area, quantification of the number of trips anticipated to be generated by the proposed development, and level of service and queuing analyses. This study will analyze two weekday peak hour periods: AM and PM.

2.0 Proposed Development The proposed development will consist of several facilities located on approximately 110 acres within the Horizon Center Industrial Park. This report will analyze this development in two phases:

Construction and Operational. The construction of the proposed development will take approximately two years to complete, with construction being fully complete and facilities being operational in 2025. As part of the Construction Phase of the development, a single access point will be located on Renovare Boulevard and will be used for all construction activities. Once construction is completed and the facility is fully operational, the site will include two access points, a main entrance located on Renovare Boulevard, and a secondary entrance that will be the fourth leg at the existing intersection of Novus Drive at Renovare Boulevard. The main entrance will be used for all daily operations, while the secondary entrance will be used only under special circumstances. For the purposes of this analysis, all proposed site generated traffic will use the main entrance during the Operational Phase. The preliminary site layout is included in Appendix A.

2.1 Proposed Development Assumptions The geographic location of the proposed development is, in general, north and west of surrounding large residential areas. Available population and employment data suggest a large portion of the workforce would likely come from Knox, Loudon, and Roane Counties (east, west, and south of the site); with a smaller portion coming from Anderson and Morgan Counties (north of the site).

The most time efficient route to this site for the majority of the surrounding area is via I-40 to the south. Thus, it is conservatively assumed that the trips generated by this development would be evenly distributed from the north and south along SR-95 for both the Construction and Operational phases. It is also assumed that all shift changes, for both phases, will coincide with the peak hours of adjacent street traffic and all employees will arrive and leave the site at the same time.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 3.0 Existing Volumes Turning movement counts were collected by Marr Traffic, a subconsultant of Mattern & Craig, on Thursday, January 5, 2023, for 6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> (6:00 AM to 9:00 AM and 4:00 PM to 7:00 PM) at the unsignalized intersections of:

x SR-95 (Oak Ridge Turnpike) at Novus Drive x Novus Drive at Palladium Way x SR-95 (Oak Ridge Turnpike) at Imperium Drive The existing traffic counts are included in Appendix B.

The weekday AM and PM peak hours at the intersections, as indicated by the turning movement counts, are 7:00 - 8:00 AM and 4:15 - 5:15 PM.

The 2023 Existing traffic volumes at the intersections are presented in Figure 3.1 for the AM and PM peak hours.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 4.0 Background Traffic Volumes As mentioned previously, the proposed development is assumed to be constructed and fully operational in 2025. Therefore, the design year 2025 will be used for analysis during each phase of the development. Background traffic is that which would be anticipated to utilize the existing street network at the time the proposed development is expected to be completed and occupied, but without the traffic generated by the new development. Based on TDOTs traffic history, the study area has experienced an average traffic growth rate of 2.5% over the previous 10 years; thus a 2.5% annual traffic growth rate is used for this analysis. This growth rate was applied to the existing turning movement counts to calculate the background traffic volumes for the design year.

2025 Background traffic volumes are presented in Figure 4.1 for the AM and PM peak hours.

Traffic growth calculations are presented in Appendix C.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 5.0 Projected Development Volumes Due to the special nature of the facilities located within this development, trip generation volumes for this development were provided by Sargent & Lundy for both the Construction and Operational phases. These volumes are based on volumes experienced at similar facilities.

During the Construction phase, it is anticipated that approximately 150 trips will be generated by construction workers during the peak hours, and approximately 2 trips will be generated by deliveries and waste removal during the peak hours. For this analysis, it is assumed all 152 trips will arrive to the site during the AM peak hour and exit the site during the PM peak hour.

During the Operational phase, it is anticipated that approximately 500 trips will be generated by weekday staff members during the peak hours. For this analysis, it is assumed all 500 trips will arrive to the site during the AM peak hour and exit the site during the PM peak hour.

5.1 Trip Distribution As previously mentioned, the proposed development will have a single access point on Renovare Boulevard during the Construction Phase and two access points during the Operational Phase.

Based on the location of the site access points, geographical location of the site, and the proximity to other nearby highways, it is assumed trips generated from the site will be split equally with 50%

from the north and 50% from the south during both the Construction and Operational phases. This distribution is depicted in Figure 5.1 for the AM and PM peak hours.

By combining the information from Figure 5.1 with the information provided in Section 5.0, the resulting trips can be assigned to the street network. Construction phase trips are depicted in Figure 5.2 for the AM peak hour, and Figure 5.3 for the PM peak hour. Operational phase trips are depicted in Figure 5.4 for the AM peak hour, and Figure 5.5 for the PM peak hour.

5.2 2025 Future Traffic Volumes The 2025 Future traffic volumes are determined by summing the site generated trips (Figure 5.2

- Figure 5.5) with the 2025 Background traffic (Figure 4.1) for the AM and PM peak hours. The 2025 Construction phase peak hour traffic volumes are presented in Figure 5.6 for the AM and PM peak hours, and 2025 Operational phase peak hour traffic volumes are presented in Figure 5.7 for the AM and PM peak hours.

Intersection volume development calculations are presented in Appendix D.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 6.0 Traffic Operations Analysis Synchro traffic software was used to analyze the operational conditions for the study area for the 2023 Existing, 2025 Background, 2025 Construction phase, and 2025 Operational phase scenarios, for the weekday AM and PM peak hours. SimTraffic simulation software was used in conjunction with Synchro to analyze vehicle queues.

6.1 Level of Service Synchro reports operational Level of Service (LOS) at an intersection with a letter designation and with an average delay time in seconds for vehicles stopped at the intersection. Level of service is a quantitative measure of driver perception of delay (waiting time) experienced at an intersection, and LOS is based on the delay thresholds specified in the Highway Capacity Manual (HCM). LOS conditions range from A (little delay) to F (very long delay). Table 6.1 reflects the delay ranges in seconds drivers may experience for a corresponding level of service for unsignalized intersections. For unsignalized intersections, levels of service are based on critical gap, the minimum time interval in the major street traffic stream that allows entry for one minor street vehicle from an intersection, particularly the left turn vehicles. LOS E is generally considered to be the minimum design standard. At an unsignalized intersection, LOS F occurs when there are not enough minimum gaps to allow the movements on the minor street to enter the major street in a "reasonable" amount of time.

Table 6.1 - Level of Service and Delay Unsignalized Intersection Level of Service Average Control Delay per Vehicle (Seconds)

A 0-10 B

10-15 C

15-25 D

25-35 E

35-50 F

>50 The procedures used by Synchro and SimTraffic are in accordance with the methodologies stated in the Highway Capacity Manual (HCM) for intersection analysis. SimTraffic analysis results are summarized in Section 7.0.

Please note that analysis results for unsignalized intersections do not provide level of service results for all approaches, but rather a level of service for movements and/or approaches that have a conflicting movement. In this study, level of service is the basis for the evaluation of existing traffic conditions and the impacts of the traffic generated by the proposed site on the study network roadways.

Table 6.2 summarizes the LOS for each scenario, and each intersection. Detailed Synchro reports for all intersections and all scenarios are included in Appendix E.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 6.2 Specific Intersection Analysis The following subsections discuss the data presented Table 6.2.

6.2.1 Unsignalized Intersection of SR-95 (Oak Ridge Turnpike) at Novus Drive This intersection experiences an acceptable level of service for each approach for all scenarios and both peak hours periods. The additional traffic generated by the development has a minimal impact on this intersection. The additional traffic does not cause a burden to this intersection.

6.2.2 Unsignalized Intersection of Novus Drive at Palladium Way This intersection experiences an acceptable level of service for each approach for all scenarios and both peak hours periods. The additional traffic generated by the development has a minimal impact on this intersection. The additional traffic does not cause a burden to this intersection.

6.2.3 Unsignalized Intersection of SR-95 (Oak Ridge Turnpike) at Imperium Drive This intersection experiences an acceptable level of service for each scenario for the AM peak hour period. It experiences less than optimal level of service under existing and background scenarios and a poor level of service during both Construction and Operational phases for the PM peak hour period. This poor level of service is isolated to the eastbound left turn movement from Imperium Drive to northbound SR-95. This is due to the assumed large outbound traffic from the site during shift change. This problem is anticipated to be limited in duration (as in, on the order of 5 minutes) and the intersection will return to an acceptable level of service quickly. This analysis also assumes that the shift change will occur during the PM peak hour of adjacent street traffic. If this shift change takes place at an off-peak time, this level of service may improve to a more acceptable level.

6.2.4 Unsignalized Intersection of Renovare Boulevard at Site Access This intersection will be constructed as part of the development and was only analyzed in the Construction and Operational phase scenarios. During the Construction Phase, the northbound left/northbound through and southbound right/southbound through movements were analyzed as shared movements. During the Operational phase, a southbound right deceleration lane will be utilized as shown in the site plan. Additionally, during the Operational Phase analysis, a northbound left storage lane was modeled to allow the site generated traffic accessing the site to be separated from the through movements. This will be beneficial if the surrounding area is developed resulting in an increase of the northbound through movements on Renovare Boulevard.

With this lane configuration, the intersection experiences an acceptable level of service for each approach for the Construction and Operational phases during both peak hour periods.

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M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 7.0 Queue Length Analyses Queue lengths were analyzed at critical locations within the study area. The critical locations considered for this study are presented in Table 7.1.

Table 7.1 - Critical Locations for Queue Analysis Intersection Movement SR-95 (Oak Ridge Turnpike) at Novus Drive NBL, EBR Renovare Boulevard at Site Access EBR, EBL, NBL SR-95 (Oak Ridge Turnpike) at Imperium Drive EBL, NBL 7.1 Scenario Analysis Table 7.2 provides a summary of the critical movements resultant 95th percentile queue length in relation to the storage length available for all scenarios and both peak hours. Detailed SimTraffic reports are included in Appendix E.

Queue lengths are depicted in Figure 7.1 through Figure 7.15 for all scenarios and peak hours.

AM PM AM PM AM PM AM PM SR-95 (Oak Ridge Turnpike) NBL 305 0

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14 9

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48 0

85 0

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SR-95 (Oak Ridge Turnpike) at Imperium Drive 95th Percentile Queue Length (ft)

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Imperium Drive

M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC The following subsections discuss the scenarios and 95th percentile queue lengths reported in Table 7.2.

7.1.1 SR-95 (Oak Ridge Turnpike) at Novus Drive The queue lengths experienced at this intersection does not exceed the available storage for all scenarios and each peak hour. The traffic generated by the development will not cause a burden to this intersection.

7.1.2 Novus Drive at Palladium Way The queue lengths experienced at this intersection does not exceed the available storage for all scenarios and each peak hour. The traffic generated by the development will not cause a burden to this intersection.

7.1.3 Intersection of SR-95 (Oak Ridge Turnpike) at Imperium Drive The queue lengths experienced at this intersection does not exceed the available storage for all scenarios and each peak hour. Despite the eastbound left queue during the PM peak hour of the Operational phase being approximately 750 feet, the storage is sufficient, and the queuing should not extend back to Renovare Boulevard. The traffic generated by the development will cause a burden to this intersection for a limited duration during the PM peak hour. This burden will be limited to the eastbound left turn along Imperium Drive during shift change of the facility. Despite the excessive queue length, there is adequate storage capacity for this queue.

7.1.4 Renovare Boulevard at Site Access Volume three of TDOTs Highway Safety Access Manual (HSAM) provides guidance on the use of left-turn lanes at driveways and side roads. Guidance set forth in HSAM states that when adequate space is available in a median for a dedicated left-turn lane without modifying the through lanes, a left-turn lane should be installed regardless of traffic volumes. The high volumes generated by this development and the capacity for future developments in the immediate area justify the need for a left-turn lane at this intersection from a safety and operational standpoint. Based on this information, this intersection was analyzed with a northbound left-turn lane under future conditions. The queue lengths experienced at this intersection do not exceed the available storage for all scenarios and each peak hour. The traffic generated by the development will not cause a burden to this intersection if a northbound left-turn is implemented. Thus, it is recommended to remove part of the existing raised median to provide a northbound left turn lane with a minimum 100 feet of storage and appropriate taper and deceleration lengths.

34 TX0-REG-LTR-0033 Enclosure

M&C COMM. No. 4392 TRISO-X Fuel Fabrication Facility T.I.A - For: Sargent & Lundy, LLC 8.0 Conclusions and Recommendations A. Conclusions This study analyzed existing, background, and future traffic operations at the unsignalized intersections of SR-95 (Oak Ridge Turnpike) at Novus Drive, Novus Drive at Palladium Way, Renovare Boulevard at Site Access, and SR-95 (Oak Ridge Turnpike) at Imperium Drive; as well as the impacts to traffic operations that might be expected during the Construction and Operational phases of the proposed development. This study evaluates impacts to vehicle level of service and delays and queue lengths.

The intersections in the study area experienced acceptable level of service and delays for existing and background scenarios for both peak hour periods. The site generated traffic has a minimal impact on most intersections in the study area. The less-than-optimal level of service experienced by the eastbound left movement at SR-95 (Oak Ridge Turnpike) at Imperium Drive during the PM peak hour of the 2025 Operational phase is based on the conservative assumptions of: the day shift ends during the SR-95 PM peak hour of 4:15 PM to 5:15 PM, all 500 employees will exit within that hour, and employees will evenly distribute their exits to the north and south. If any of these assumptions are not meet or are overly conservative, the movement will operate with less delay and a better level of service.

This study also analyzed the queue lengths for critical turning movements at all the intersections in the study area. All approaches experienced queue lengths that do not exceed the available storage under existing, background, and future scenarios for both peak hours. The traffic generated by the development will not cause a burden from a queuing perspective at the study intersections.

B. Recommendations The following recommendations are offered to accompany implementation of the proposed development:

1. At the intersection of Renovare Boulevard at Main Site Entrance:

a. Construct a northbound left turn lane along Renovare Boulevard, by removing the raised median, with a minimum of 100 feet of storage.

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

Start Date: 1/5/2023 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0

0 0

12:15 AM - 12:30 AM 0

0 0

12:30 AM - 12:45 AM 0

0 0

12:45 AM - 01:00 AM 0

0 0

01:00 AM - 01:15 AM 0

0 0

01:15 AM - 01:30 AM 0

0 0

01:30 AM - 01:45 AM 0

0 0

01:45 AM - 02:00 AM 0

0 0

02:00 AM - 02:15 AM 0

0 0

02:15 AM - 02:30 AM 0

0 0

02:30 AM - 02:45 AM 0

0 0

02:45 AM - 03:00 AM 0

0 0

03:00 AM - 03:15 AM 0

0 0

03:15 AM - 03:30 AM 0

0 0

03:30 AM - 03:45 AM 0

0 0

03:45 AM - 04:00 AM 0

0 0

04:00 AM - 04:15 AM 0

0 0

04:15 AM - 04:30 AM 0

0 0

04:30 AM - 04:45 AM 0

0 0

04:45 AM - 05:00 AM 0

0 0

05:00 AM - 05:15 AM 0

0 0

05:15 AM - 05:30 AM 0

0 0

05:30 AM - 05:45 AM 0

0 0

05:45 AM - 06:00 AM 0

0 0

06:00 AM - 06:15 AM 0

55 0

0 81 0

0 0

136 06:15 AM - 06:30 AM 0

78 0

0 96 1

0 0

175 06:30 AM - 06:45 AM 0

94 0

0 74 0

0 0

168 06:45 AM - 07:00 AM 0

99 0

0 66 1

0 0

166 07:00 AM - 07:15 AM 0

133 0

0 73 0

0 0

206 07:15 AM - 07:30 AM 0

168 0

0 88 1

0 0

257 07:30 AM - 07:45 AM 0

139 0

0 106 0

0 0

245 07:45 AM - 08:00 AM 0

136 0

0 103 3

0 0

242 08:00 AM - 08:15 AM 0

108 0

0 94 1

0 0

203 08:15 AM - 08:30 AM 0

130 0

0 89 0

0 0

219 08:30 AM - 08:45 AM 0

109 0

0 93 0

0 0

202 08:45 AM - 09:00 AM 0

87 0

0 77 0

1 0

0 0

165 09:00 AM - 09:15 AM 0

0 0

09:15 AM - 09:30 AM 0

0 0

09:30 AM - 09:45 AM 0

0 0

09:45 AM - 10:00 AM 0

0 0

10:00 AM - 10:15 AM 0

0 0

10:15 AM - 10:30 AM 0

0 0

10:30 AM - 10:45 AM 0

0 0

10:45 AM - 11:00 AM 0

0 0

11:00 AM - 11:15 AM 0

0 0

11:15 AM - 11:30 AM 0

0 0

11:30 AM - 11:45 AM 0

0 0

11:45 AM - 12:00 PM 0

0 0

12:00 PM - 12:15 PM 0

0 0

12:15 PM - 12:30 PM 0

0 0

12:30 PM - 12:45 PM 0

0 0

12:45 PM - 01:00 PM 0

0 0

01:00 PM - 01:15 PM 0

0 0

01:15 PM - 01:30 PM 0

0 0

01:30 PM - 01:45 PM 0

0 0

01:45 PM - 02:00 PM 0

0 0

02:00 PM - 02:15 PM 0

0 0

02:15 PM - 02:30 PM 0

0 0

02:30 PM - 02:45 PM 0

0 0

02:45 PM - 03:00 PM 0

0 0

03:00 PM - 03:15 PM 0

0 0

03:15 PM - 03:30 PM 0

0 0

03:30 PM - 03:45 PM 0

0 0

03:45 PM - 04:00 PM 0

0 0

04:00 PM - 04:15 PM 0

125 0

0 144 2

0 0

271 04:15 PM - 04:30 PM 0

156 0

0 201 2

1 0

0 0

361 04:30 PM - 04:45 PM 0

208 0

0 147 1

3 0

0 0

359 04:45 PM - 05:00 PM 0

209 0

0 193 0

1 0

0 0

403 05:00 PM - 05:15 PM 0

147 0

0 169 0

3 0

0 0

319 05:15 PM - 05:30 PM 0

138 0

0 217 1

0 0

356 05:30 PM - 05:45 PM 0

141 0

0 193 0

0 0

334 05:45 PM - 06:00 PM 0

118 0

0 136 0

3 0

0 0

257 06:00 PM - 06:15 PM 0

87 0

0 120 0

0 0

207 06:15 PM - 06:30 PM 0

77 0

0 116 1

0 0

194 06:30 PM - 06:45 PM 0

85 0

0 117 0

0 0

202 06:45 PM - 07:00 PM 0

62 0

0 97 1

0 0

163 07:00 PM - 07:15 PM 0

0 0

07:15 PM - 07:30 PM 0

0 0

07:30 PM - 07:45 PM 0

0 0

07:45 PM - 08:00 PM 0

0 0

08:00 PM - 08:15 PM 0

0 0

08:15 PM - 08:30 PM 0

0 0

08:30 PM - 08:45 PM 0

0 0

08:45 PM - 09:00 PM 0

0 0

09:00 PM - 09:15 PM 0

0 0

09:15 PM - 09:30 PM 0

0 0

09:30 PM - 09:45 PM 0

0 0

09:45 PM - 10:00 PM 0

0 0

10:00 PM - 10:15 PM 0

0 0

10:15 PM - 10:30 PM 0

0 0

10:30 PM - 10:45 PM 0

0 0

10:45 PM - 11:00 PM 0

0 0

11:00 PM - 11:15 PM 0

0 0

11:15 PM - 11:30 PM 0

0 0

11:30 PM - 11:45 PM 0

0 0

11:45 PM - 12:00 AM 0

0 0

TN-95 Oak Ridge Turnpike (South) TN-95 Oak Ridge Turnpike (North)

Renovare Blvd Northbound Southbound Eastbound Westbound TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

KZdE

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TX0-REG-LTR-0033 Enclosure

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TX0-REG-LTR-0033 Enclosure

Start Date: 1/5/2023 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0

0 0

12:15 AM - 12:30 AM 0

0 0

12:30 AM - 12:45 AM 0

0 0

12:45 AM - 01:00 AM 0

0 0

01:00 AM - 01:15 AM 0

0 0

01:15 AM - 01:30 AM 0

0 0

01:30 AM - 01:45 AM 0

0 0

01:45 AM - 02:00 AM 0

0 0

02:00 AM - 02:15 AM 0

0 0

02:15 AM - 02:30 AM 0

0 0

02:30 AM - 02:45 AM 0

0 0

02:45 AM - 03:00 AM 0

0 0

03:00 AM - 03:15 AM 0

0 0

03:15 AM - 03:30 AM 0

0 0

03:30 AM - 03:45 AM 0

0 0

03:45 AM - 04:00 AM 0

0 0

04:00 AM - 04:15 AM 0

0 0

04:15 AM - 04:30 AM 0

0 0

04:30 AM - 04:45 AM 0

0 0

04:45 AM - 05:00 AM 0

0 0

05:00 AM - 05:15 AM 0

0 0

05:15 AM - 05:30 AM 0

0 0

05:30 AM - 05:45 AM 0

0 0

05:45 AM - 06:00 AM 0

0 0

06:00 AM - 06:15 AM 0

0 0

1 0

0 1

06:15 AM - 06:30 AM 0

0 0

06:30 AM - 06:45 AM 0

0 0

2 0

0 2

06:45 AM - 07:00 AM 0

0 0

1 0

0 1

07:00 AM - 07:15 AM 0

0 0

2 0

0 2

07:15 AM - 07:30 AM 0

0 0

07:30 AM - 07:45 AM 0

0 1

0 0

0 2

07:45 AM - 08:00 AM 0

0 0

2 5

0 7

08:00 AM - 08:15 AM 0

0 0

08:15 AM - 08:30 AM 0

0 0

0 3

08:30 AM - 08:45 AM 0

0 0

1 0

1 1

0 3

08:45 AM - 09:00 AM 0

0 0

2 0

0 4

09:00 AM - 09:15 AM 0

0 0

09:15 AM - 09:30 AM 0

0 0

09:30 AM - 09:45 AM 0

0 0

09:45 AM - 10:00 AM 0

0 0

10:00 AM - 10:15 AM 0

0 0

10:15 AM - 10:30 AM 0

0 0

10:30 AM - 10:45 AM 0

0 0

10:45 AM - 11:00 AM 0

0 0

11:00 AM - 11:15 AM 0

0 0

11:15 AM - 11:30 AM 0

0 0

11:30 AM - 11:45 AM 0

0 0

11:45 AM - 12:00 PM 0

0 0

12:00 PM - 12:15 PM 0

0 0

12:15 PM - 12:30 PM 0

0 0

12:30 PM - 12:45 PM 0

0 0

12:45 PM - 01:00 PM 0

0 0

01:00 PM - 01:15 PM 0

0 0

01:15 PM - 01:30 PM 0

0 0

01:30 PM - 01:45 PM 0

0 0

01:45 PM - 02:00 PM 0

0 0

02:00 PM - 02:15 PM 0

0 0

02:15 PM - 02:30 PM 0

0 0

02:30 PM - 02:45 PM 0

0 0

02:45 PM - 03:00 PM 0

0 0

03:00 PM - 03:15 PM 0

0 0

03:15 PM - 03:30 PM 0

0 0

03:30 PM - 03:45 PM 0

0 0

03:45 PM - 04:00 PM 0

0 0

04:00 PM - 04:15 PM 0

0 0

1 0

0 0

0 1

04:15 PM - 04:30 PM 0

0 0

1 0

0 1

0 3

04:30 PM - 04:45 PM 0

0 3

0 0

2 0

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A A

HCM 95th %tile Q(veh) 0 0

TX0-REG-LTR-0033 Enclosure Existing - PM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8

0 1

720 710 3

Future Vol, veh/h 8

0 1

720 710 3

Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 67 67 86 86 88 88 Heavy Vehicles, %

2 2

Mvmt Flow 12 0

1 837 807 3

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1228 404 810 0

0 Stage 1 807 Stage 2 421 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 170 596 812 Stage 1 399 Stage 2 630 Platoon blocked, %

Mov Cap-1 Maneuver 170 596 812 Mov Cap-2 Maneuver 170 Stage 1 399 Stage 2 630 Approach EB NB SB HCM Control Delay, s 27.8 0

0 HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 812 170 HCM Lane V/C Ratio 0.001 0.07 HCM Control Delay (s) 9.4 27.8 0

HCM Lane LOS A

D A

HCM 95th %tile Q(veh) 0 0.2 TX0-REG-LTR-0033 Enclosure Existing - PM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 3

9 611 385 3

Future Volume (Veh/h) 0 3

9 611 385 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.25 0.25 0.89 0.89 0.86 0.86 Hourly flow rate (vph) 0 12 10 687 448 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 812 224 451 vC1, stage 1 conf vol 448 vC2, stage 2 conf vol 364 vCu, unblocked vol 812 224 451 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

100 98 99 cM capacity (veh/h) 516 779 1106 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 0

6 6

10 344 344 224 224 3

Volume Left 0

0 0

10 0

0 0

Volume Right 0

6 6

0 0

0 3

cSH 1700 779 779 1106 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.01 0.01 0.01 0.20 0.20 0.13 0.13 0.00 Queue Length 95th (ft) 0 1

1 1

0 0

0 Control Delay (s) 0.0 9.7 9.7 8.3 0.0 0.0 0.0 0.0 0.0 Lane LOS A

A A

A Approach Delay (s) 9.7 0.1 0.0 Approach LOS A

Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 20.6%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure 2025 Background - AM

+&0WK7:6&

1RYXV'ULYHDW3DOODGLXP:D\\

02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2

0 4

10 0

0 Future Vol, veh/h 2

0 4

10 0

0 Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 2

0 4

11 0

0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 2

0 16 1

Stage 1 2

Stage 2 14 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1619 1000 1083 Stage 1 1020 Stage 2 1007 Platoon blocked, %

Mov Cap-1 Maneuver 1619 998 1083 Mov Cap-2 Maneuver 998 Stage 1 1020 Stage 2 1005 Approach EB WB NB HCM Control Delay, s 0

2.1 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 1619 HCM Lane V/C Ratio

- 0.003 HCM Control Delay (s) 0 0

7.2 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 TX0-REG-LTR-0033 Enclosure 2025 Background - AM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0

0 0

606 389 5

Future Vol, veh/h 0

0 0

606 389 5

Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 86 86 88 88 Heavy Vehicles, %

2 2

Mvmt Flow 0

0 0

705 442 6

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 795 221 448 0

0 Stage 1 442 Stage 2 353 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 325 783 1109 Stage 1 615 Stage 2 682 Platoon blocked, %

Mov Cap-1 Maneuver 325 783 1109 Mov Cap-2 Maneuver 325 Stage 1 615 Stage 2 682 Approach EB NB SB HCM Control Delay, s 0

0 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1109 HCM Lane V/C Ratio HCM Control Delay (s) 0 0

0 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 TX0-REG-LTR-0033 Enclosure 2025 Background - AM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 10 6

764 753 3

Future Volume (Veh/h) 4 10 6

764 753 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.63 0.63 0.84 0.84 0.88 0.88 Hourly flow rate (vph) 6 16 7

910 856 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1325 428 859 vC1, stage 1 conf vol 856 vC2, stage 2 conf vol 469 vCu, unblocked vol 1325 428 859 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

98 97 99 cM capacity (veh/h) 334 575 778 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 6

8 8

7 455 455 428 428 3

Volume Left 6

0 0

7 0

0 0

Volume Right 0

8 8

0 0

0 3

cSH 334 575 575 778 1700 1700 1700 1700 1700 Volume to Capacity 0.02 0.01 0.01 0.01 0.27 0.27 0.25 0.25 0.00 Queue Length 95th (ft) 1 1

1 1

0 0

0 Control Delay (s) 16.0 11.3 11.3 9.7 0.0 0.0 0.0 0.0 0.0 Lane LOS C

B B

A Approach Delay (s) 12.6 0.1 0.0 Approach LOS B

Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 31.1%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure 2025 Background - PM

+&0WK7:6&

1RYXV'ULYHDW3DOODGLXP:D\\

02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7

0 2

5 0

6 Future Vol, veh/h 7

0 2

5 0

6 Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 75 75 50 50 42 42 Heavy Vehicles, %

2 2

Mvmt Flow 9

0 4

10 0

14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 9

0 22 5

Stage 1 9

Stage 2 13 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1609 991 1076 Stage 1 1012 Stage 2 1008 Platoon blocked, %

Mov Cap-1 Maneuver 1609 989 1076 Mov Cap-2 Maneuver 989 Stage 1 1012 Stage 2 1006 Approach EB WB NB HCM Control Delay, s 0

2.1 8.4 HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 1076 1609 HCM Lane V/C Ratio

- 0.013

- 0.002 HCM Control Delay (s) 0 8.4 7.2 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 0

TX0-REG-LTR-0033 Enclosure 2025 Background - PM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9

0 2

757 746 4

Future Vol, veh/h 9

0 2

757 746 4

Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 67 67 86 86 88 88 Heavy Vehicles, %

2 2

Mvmt Flow 13 0

2 880 848 5

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1292 424 853 0

0 Stage 1 848 Stage 2 444 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 155 579 782 Stage 1 380 Stage 2 614 Platoon blocked, %

Mov Cap-1 Maneuver 155 579 782 Mov Cap-2 Maneuver 155 Stage 1 379 Stage 2 614 Approach EB NB SB HCM Control Delay, s 30.4 0

0 HCM LOS D

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 782 155 HCM Lane V/C Ratio 0.003

- 0.087 HCM Control Delay (s) 9.6 30.4 0

HCM Lane LOS A

D A

HCM 95th %tile Q(veh) 0 0.3 TX0-REG-LTR-0033 Enclosure 2025 Background - PM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 4

85 611 385 3

Future Volume (Veh/h) 0 4

85 611 385 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.25 0.25 0.92 0.92 0.86 0.86 Hourly flow rate (vph) 0 16 92 664 448 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 964 224 451 vC1, stage 1 conf vol 448 vC2, stage 2 conf vol 516 vCu, unblocked vol 964 224 451 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

100 98 92 cM capacity (veh/h) 437 779 1106 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 0

8 8

92 332 332 224 224 3

Volume Left 0

0 0

92 0

0 0

Volume Right 0

8 8

0 0

0 3

cSH 1700 779 779 1106 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.01 0.01 0.08 0.20 0.20 0.13 0.13 0.00 Queue Length 95th (ft) 0 1

1 7

0 0

0 Control Delay (s) 0.0 9.7 9.7 8.6 0.0 0.0 0.0 0.0 0.0 Lane LOS A

A A

A Approach Delay (s) 9.7 1.0 0.0 Approach LOS A

Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 22.0%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure Construction Phase - AM

+&0WK7:6&

1RYXV'ULYHDW3DOODGLXP:D\\

03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 3

0 4

86 0

0 Future Vol, veh/h 3

0 4

86 0

0 Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 25 25 92 92 25 25 Heavy Vehicles, %

2 2

Mvmt Flow 12 0

4 93 0

0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 12 0

67 6

Stage 1 12 Stage 2 55 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1605 930 1075 Stage 1 1009 Stage 2 961 Platoon blocked, %

Mov Cap-1 Maneuver 1605 928 1075 Mov Cap-2 Maneuver 928 Stage 1 1009 Stage 2 959 Approach EB WB NB HCM Control Delay, s 0

0.3 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 1605 HCM Lane V/C Ratio

- 0.003 HCM Control Delay (s) 0 0

7.2 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 TX0-REG-LTR-0033 Enclosure Construction Phase - AM

+&0WK7:6&

5HQRYDUH%OYGDW6LWH$FFHVV 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1

1 76 0

5 76 Future Vol, veh/h 1

1 76 0

5 76 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 1

1 83 0

5 83 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 213 47 88 0

0 Stage 1 47 Stage 2 166 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 775 1022 1508 Stage 1 975 Stage 2 863 Platoon blocked, %

Mov Cap-1 Maneuver 732 1022 1508 Mov Cap-2 Maneuver 732 Stage 1 921 Stage 2 863 Approach EB NB SB HCM Control Delay, s 9.2 7.5 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1508 732 1022 HCM Lane V/C Ratio 0.055

- 0.001 0.001 HCM Control Delay (s) 7.5 0

9.9 8.5 HCM Lane LOS A

A A

A HCM 95th %tile Q(veh) 0.2 0

0 TX0-REG-LTR-0033 Enclosure Construction Phase - AM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1

0 0

606 389 81 Future Vol, veh/h 1

0 0

606 389 81 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 86 86 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 1

0 0

705 423 88 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 776 212 511 0

0 Stage 1 423 Stage 2 353 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 334 793 1050 Stage 1 629 Stage 2 682 Platoon blocked, %

Mov Cap-1 Maneuver 334 793 1050 Mov Cap-2 Maneuver 334 Stage 1 629 Stage 2 682 Approach EB NB SB HCM Control Delay, s 15.8 0

0 HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1050 334 HCM Lane V/C Ratio

- 0.003 HCM Control Delay (s) 0 15.8 0

HCM Lane LOS A

C A

HCM 95th %tile Q(veh) 0 0

TX0-REG-LTR-0033 Enclosure Construction Phase - AM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 86 7

764 753 3

Future Volume (Veh/h) 4 86 7

764 753 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.92 0.92 0.89 0.89 0.86 0.86 Hourly flow rate (vph) 4 93 8

858 876 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1321 438 879 vC1, stage 1 conf vol 876 vC2, stage 2 conf vol 445 vCu, unblocked vol 1321 438 879 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

99 84 99 cM capacity (veh/h) 330 567 764 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 4

46 46 8

429 429 438 438 3

Volume Left 4

0 0

8 0

0 0

Volume Right 0

46 46 0

0 0

3 cSH 330 567 567 764 1700 1700 1700 1700 1700 Volume to Capacity 0.01 0.08 0.08 0.01 0.25 0.25 0.26 0.26 0.00 Queue Length 95th (ft) 1 7

7 1

0 0

0 Control Delay (s) 16.1 11.9 11.9 9.8 0.0 0.0 0.0 0.0 0.0 Lane LOS C

B B

A Approach Delay (s) 12.1 0.1 0.0 Approach LOS B

Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 31.1%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure Construction Phase - PM

+&0WK7:6&

1RYXV'ULYHDW3DOODGLXP:D\\

03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 83 0

2 6

0 6

Future Vol, veh/h 83 0

2 6

0 6

Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 43 43 25 25 Heavy Vehicles, %

2 2

Mvmt Flow 90 0

5 14 0

24 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 90 0

107 45 Stage 1 90 Stage 2 17 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1503 879 1015 Stage 1 923 Stage 2 1003 Platoon blocked, %

Mov Cap-1 Maneuver 1503 876 1015 Mov Cap-2 Maneuver 876 Stage 1 923 Stage 2 1000 Approach EB WB NB HCM Control Delay, s 0

1.9 8.6 HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 1015 1503 HCM Lane V/C Ratio

- 0.024

- 0.003 HCM Control Delay (s) 0 8.6 7.4 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0.1 0

TX0-REG-LTR-0033 Enclosure Construction Phase - PM

+&0WK7:6&

5HQRYDUH%OYGDW6LWH$FFHVV 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 8

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 76 76 1

9 6

1 Future Vol, veh/h 76 76 1

9 6

1 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 83 83 1

10 7

1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 20 8

8 0

0 Stage 1 8

Stage 2 12 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 997 1074 1612 Stage 1 1015 Stage 2 1011 Platoon blocked, %

Mov Cap-1 Maneuver 996 1074 1612 Mov Cap-2 Maneuver 996 Stage 1 1014 Stage 2 1011 Approach EB NB SB HCM Control Delay, s 8.8 0.7 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1612 996 1074 HCM Lane V/C Ratio 0.001

- 0.083 0.077 HCM Control Delay (s) 7.2 0

8.9 8.6 HCM Lane LOS A

A A

A HCM 95th %tile Q(veh) 0 0.3 0.2 TX0-REG-LTR-0033 Enclosure Construction Phase - PM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 85 0

2 757 746 5

Future Vol, veh/h 85 0

2 757 746 5

Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 86 86 88 88 Heavy Vehicles, %

2 2

Mvmt Flow 92 0

2 880 848 6

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1292 424 854 0

0 Stage 1 848 Stage 2 444 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 155 579 781 Stage 1 380 Stage 2 614 Platoon blocked, %

Mov Cap-1 Maneuver 155 579 781 Mov Cap-2 Maneuver 155 Stage 1 379 Stage 2 614 Approach EB NB SB HCM Control Delay, s 57.7 0

0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 781 155 HCM Lane V/C Ratio 0.003

- 0.596 HCM Control Delay (s) 9.6 57.7 0

HCM Lane LOS A

F A

HCM 95th %tile Q(veh) 0 3.2 TX0-REG-LTR-0033 Enclosure Construction Phase - PM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 3

259 611 385 3

Future Volume (Veh/h) 0 3

259 611 385 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 3

282 664 418 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1314 209 421 vC1, stage 1 conf vol 418 vC2, stage 2 conf vol 896 vCu, unblocked vol 1314 209 421 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

100 100 75 cM capacity (veh/h) 253 797 1135 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 0

2 2

282 332 332 209 209 3

Volume Left 0

0 0

282 0

0 0

Volume Right 0

2 2

0 0

0 3

cSH 1700 797 797 1135 1700 1700 1700 1700 1700 Volume to Capacity 0.00 0.00 0.00 0.25 0.20 0.20 0.12 0.12 0.00 Queue Length 95th (ft) 0 0

0 25 0

0 0

Control Delay (s) 0.0 9.5 9.5 9.2 0.0 0.0 0.0 0.0 0.0 Lane LOS A

A A

A Approach Delay (s) 9.5 2.7 0.0 Approach LOS A

Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 31.7%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

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02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2

0 4

260 0

0 Future Vol, veh/h 2

0 4

260 0

0 Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 2

0 4

283 0

0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 2

0 152 1

Stage 1 2

Stage 2 150 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1619 825 1083 Stage 1 1020 Stage 2 862 Platoon blocked, %

Mov Cap-1 Maneuver 1619 823 1083 Mov Cap-2 Maneuver 823 Stage 1 1020 Stage 2 860 Approach EB WB NB HCM Control Delay, s 0

0.1 0

HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 1619 HCM Lane V/C Ratio

- 0.003 HCM Control Delay (s) 0 0

7.2 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

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5HQRYDUH%OYGDW6LWH$FFHVV 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0

0 250 0

5 250 Future Vol, veh/h 0

0 250 0

5 250 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

0 100 360 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 0

0 272 0

5 272 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 549 5

277 0

0 Stage 1 5

Stage 2 544 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 497 1078 1286 Stage 1 1018 Stage 2 582 Platoon blocked, %

Mov Cap-1 Maneuver 392 1078 1286 Mov Cap-2 Maneuver 392 Stage 1 802 Stage 2 582 Approach EB NB SB HCM Control Delay, s 0

8.5 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1286 HCM Lane V/C Ratio 0.211 HCM Control Delay (s) 8.5 0

0 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0.8 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

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652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 02/08/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0

Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0

0 0

606 389 255 Future Vol, veh/h 0

0 0

606 389 255 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 0

0 0

659 423 277 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 753 212 700 0

0 Stage 1 423 Stage 2 330 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 346 793 893 Stage 1 629 Stage 2 701 Platoon blocked, %

Mov Cap-1 Maneuver 346 793 893 Mov Cap-2 Maneuver 346 Stage 1 629 Stage 2 701 Approach EB NB SB HCM Control Delay, s 0

0 0

HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 893 HCM Lane V/C Ratio HCM Control Delay (s) 0 0

0 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

+&08QVLJQDOL]HG,QWHUVHFWLRQ&DSDFLW\\$QDO\\VLV 652DN5LGJH7XUQSLNHDW1RYXV'ULYH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 260 6

764 753 3

Future Volume (Veh/h) 4 260 6

764 753 3

Sign Control Stop Free Free Grade 0%

0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 283 7

830 818 3

Pedestrians Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage Right turn flare (veh)

Median type Raised Raised Median storage veh) 1 2

Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1247 409 821 vC1, stage 1 conf vol 818 vC2, stage 2 conf vol 429 vCu, unblocked vol 1247 409 821 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free %

99 52 99 cM capacity (veh/h) 352 592 804 Direction, Lane #

EB 1 EB 2 EB 3 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 4

142 142 7

415 415 409 409 3

Volume Left 4

0 0

7 0

0 0

Volume Right 0

142 142 0

0 0

3 cSH 352 592 592 804 1700 1700 1700 1700 1700 Volume to Capacity 0.01 0.24 0.24 0.01 0.24 0.24 0.24 0.24 0.00 Queue Length 95th (ft) 1 23 23 1

0 0

0 Control Delay (s) 15.3 13.0 13.0 9.5 0.0 0.0 0.0 0.0 0.0 Lane LOS C

B B

A Approach Delay (s) 13.0 0.1 0.0 Approach LOS B

Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 36.6%

ICU Level of Service A

Analysis Period (min) 15 TX0-REG-LTR-0033 Enclosure Operational Phase - PM

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1RYXV'ULYHDW3DOODGLXP:D\\

02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 257 0

2 5

0 6

Future Vol, veh/h 257 0

2 5

0 6

Conflicting Peds, #/hr 0

0 0

0 Sign Control Free Free Free Free Stop Stop RT Channelized

- None

- None Storage Length 100 0

0 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 279 0

2 5

0 7

Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0

0 279 0

286 140 Stage 1 279 Stage 2 7

Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1281 681 882 Stage 1 743 Stage 2 1015 Platoon blocked, %

Mov Cap-1 Maneuver 1281 680 882 Mov Cap-2 Maneuver 680 Stage 1 743 Stage 2 1013 Approach EB WB NB HCM Control Delay, s 0

2.2 9.1 HCM LOS A

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 882 1281 HCM Lane V/C Ratio

- 0.007

- 0.002 HCM Control Delay (s) 0 9.1 7.8 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 0

TX0-REG-LTR-0033 Enclosure Operational Phase - PM

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5HQRYDUH%OYGDW6LWH$FFHVV 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 9.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 250 250 0

9 6

0 Future Vol, veh/h 250 250 0

9 6

0 Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

0 100 360 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 272 272 0

10 7

0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 17 7

7 0

0 Stage 1 7

Stage 2 10 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 1001 1075 1614 Stage 1 1016 Stage 2 1013 Platoon blocked, %

Mov Cap-1 Maneuver 1001 1075 1614 Mov Cap-2 Maneuver 1001 Stage 1 1016 Stage 2 1013 Approach EB NB SB HCM Control Delay, s 9.7 0

0 HCM LOS A

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1614 1001 1075 HCM Lane V/C Ratio

- 0.271 0.253 HCM Control Delay (s) 0 9.9 9.5 HCM Lane LOS A

A A

HCM 95th %tile Q(veh) 0 1.1 1

TX0-REG-LTR-0033 Enclosure Operational Phase - PM

+&0WK7:6&

652DN5LGJH7XUQSLNHDW,PSHULXP'ULYH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A Synchro 11 Report Page 1 Intersection Int Delay, s/veh 53.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 259 0

2 757 746 4

Future Vol, veh/h 259 0

2 757 746 4

Conflicting Peds, #/hr 0

0 0

0 Sign Control Stop Stop Free Free Free Free RT Channelized

- None

- None Storage Length 0

310 290 Veh in Median Storage, #

0 0

0 Grade, %

0 0

0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %

2 2

Mvmt Flow 282 0

2 823 811 4

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1227 406 815 0

0 Stage 1 811 Stage 2 416 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver

~ 171 594 808 Stage 1 397 Stage 2 634 Platoon blocked, %

Mov Cap-1 Maneuver ~ 171 594 808 Mov Cap-2 Maneuver ~ 171 Stage 1 396 Stage 2 634 Approach EB NB SB HCM Control Delay, s$ 363.2 0

0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 808 171 HCM Lane V/C Ratio 0.003

- 1.646 HCM Control Delay (s) 9.5

-$ 363.2 0

HCM Lane LOS A

F A

HCM 95th %tile Q(veh) 0 19.3 Notes

~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon TX0-REG-LTR-0033 Enclosure Operational Phase - PM

4XHXLQJDQG%ORFNLQJ5HSRUW 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB Directions Served R

Maximum Queue (ft) 19 Average Queue (ft) 4 95th Queue (ft) 17 Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Existing - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB EB NB Directions Served L

R L

Maximum Queue (ft) 16 10 24 Average Queue (ft) 4 2

5 95th Queue (ft) 14 9

21 Link Distance (ft) 368 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement NB Directions Served R

Maximum Queue (ft) 25 Average Queue (ft) 5 95th Queue (ft) 22 Link Distance (ft) 583 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement EB Directions Served L

Maximum Queue (ft) 46 Average Queue (ft) 16 95th Queue (ft) 48 Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Existing - PM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB NB Directions Served R

L Maximum Queue (ft) 12 25 Average Queue (ft) 5 5

95th Queue (ft) 14 21 Link Distance (ft) 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure 2025 Background - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB EB NB Directions Served L

R L

Maximum Queue (ft) 16 10 24 Average Queue (ft) 4 2

9 95th Queue (ft) 14 9

28 Link Distance (ft) 368 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement NB Directions Served R

Maximum Queue (ft) 25 Average Queue (ft) 5 95th Queue (ft) 22 Link Distance (ft) 583 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement EB Directions Served L

Maximum Queue (ft) 46 Average Queue (ft) 16 95th Queue (ft) 48 Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure 2025 Background - PM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement NB Directions Served L

Maximum Queue (ft) 50 Average Queue (ft) 31 95th Queue (ft) 47 Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ5HQRYDUH%OYG &RQVW(QWUDQFH Movement EB Directions Served R

Maximum Queue (ft) 26 Average Queue (ft) 10 95th Queue (ft) 31 Link Distance (ft) 476 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

TX0-REG-LTR-0033 Enclosure Construction Phase - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 2

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Construction Phase - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB EB EB NB Directions Served L

R R

L Maximum Queue (ft) 16 33 31 26 Average Queue (ft) 4 16 19 5

95th Queue (ft) 14 30 41 22 Link Distance (ft) 368 368 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ5HQRYDUH%OYG &RQVW(QWUDQFH Movement EB EB Directions Served L

R Maximum Queue (ft) 52 45 Average Queue (ft) 37 24 95th Queue (ft) 58 48 Link Distance (ft) 476 476 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

TX0-REG-LTR-0033 Enclosure Construction Phase - PM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 03/08/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 2

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement EB Directions Served L

Maximum Queue (ft) 89 Average Queue (ft) 50 95th Queue (ft) 85 Link Distance (ft) 932 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Construction Phase - PM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB NB Directions Served R

L Maximum Queue (ft) 12 120 Average Queue (ft) 2 63 95th Queue (ft) 10 113 Link Distance (ft) 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ5HQRYDUH%OYG 0DLQ(QWUDQFH Movement NB SB Directions Served L

R Maximum Queue (ft) 97 46 Average Queue (ft) 66 9

95th Queue (ft) 95 39 Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 100 360 Storage Blk Time (%)

0 Queuing Penalty (veh) 0 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 TRISO-X Fuel Fabrication Facility T.I.A SimTraffic Report Page 2

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Operational Phase - AM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 Scenario 1 SimTraffic Report Page 1

,QWHUVHFWLRQ652DN5LGJH7NSH 1RYXV'U Movement EB EB NB Directions Served R

R L

Maximum Queue (ft) 35 54 24 Average Queue (ft) 22 38 5

95th Queue (ft) 39 54 21 Link Distance (ft) 368 368 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft) 305 Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ3DOODGLXP:D\\ 1RYXV'U Movement Directions Served Maximum Queue (ft)

Average Queue (ft) 95th Queue (ft)

Link Distance (ft)

Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

,QWHUVHFWLRQ5HQRYDUH%OYG 0DLQ(QWUDQFH Movement EB EB Directions Served L

R Maximum Queue (ft) 75 69 Average Queue (ft) 44 41 95th Queue (ft) 75 71 Link Distance (ft) 573 573 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

TX0-REG-LTR-0033 Enclosure Operational Phase - PM

4XHXLQJDQG%ORFNLQJ5HSRUW

%DVHOLQH 02/09/2023 Scenario 1 SimTraffic Report Page 2

,QWHUVHFWLRQ652DN5LGJH7NSH652DN5LGJH7SNH ,PSHULXP'U

Movement EB Directions Served L

Maximum Queue (ft) 658 Average Queue (ft) 463 95th Queue (ft) 757 Link Distance (ft) 932 Upstream Blk Time (%)

Queuing Penalty (veh)

Storage Bay Dist (ft)

Storage Blk Time (%)

Queuing Penalty (veh)

=RQH6XPPDU\\

Zone wide Queuing Penalty: 0 TX0-REG-LTR-0033 Enclosure Operational Phase - PM

ML24057A039

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