Exhibit_A_-_Old_US_41_VISSIM_Build_Conditions_Memo_07312023.pdf

CR 887 (Old US 41) PD&E Study 1 July 2023

VISSIM FUTURE BUILD ANALYSIS MEMO

402 S. Kentucky Avenue

Suite 400

Lakeland, FL 33801

Phone 863.682.4081

Fax 863.802.3907 www.rkk.com

Date: July 31, 2023

To: Steven Andrews

From: Stuart Samberg, PE, PTOE, PTP, RSP (RK&K)

CC: File

Re: CR 887 (Old US 41) Project Development and Environment Study

Collier and Lee Counties, Florida

Financial Project ID: 435110-1-22-01 & 435347-1-22-01

VISSIM Future Build Analysis Memo

INTRODUCTION

This memo follows the model calibration and Existing/Future No-Build conditions analysis memo. The Future No-Build memo discussed the impact of existing and future volumes (i.e., 2019 and 2045 volumes) on the operations at the existing intersections without modifications. The purpose of this memo is to evaluate two future build alternatives for the same study area that includes Old US 41, US 41, and Bonita Beach Road within Lee County and Collier County.

Figure 1 shows the study intersections and their connecting links that were modeled in both Synchro and Vissim. The intersections shown in the figure are shared under both Future Build Alternative A and Future Build Alternative B, with the exception of intersections 21 and 22. Intersections 21 and 22 are only included in Future Build Alternative B since they result from the two proposed partial median U-turn (PMUT) intersections. Intersections 3, 5, and 11 are not present under existing conditions but were included since they would be present in the future analysis years. It is important to note that intersections 3 and 5 were included in the Future No-Build analysis as well. This memo discusses the results of the analyses for Alternatives A and B with improvements for the AM and PM peak hour periods during opening year (2025), interim year (2035), and design year (2045).

CR 887 (Old US 41) PD&E Study 2 July 2023

Figure 1 - Study Intersections

CR 887 (Old US 41) PD&E Study 3 July 2023

The study intersections shown in the figure are listed below.

1. US 41 and Wiggins Pass Rd (Signalized)

2. US 41 and Old US 41 (Signalized)

3. US 41 and Veterans Memorial Blvd Extension (Signalized)

4. Old US 41 and Gulf Coast Dr (Unsignalized)

5. Old US 41 and Veterans Memorial Blvd Extension (Signalized)

6. Old US 41 and Collier Center Way (Unsignalized)

7. Old US 41 and Sterling Oaks Dr / Sun Century Rd (Unsignalized)

8. Old US 41 and Rail Head Blvd (Signalized)

9. Old US 41 and Via Palacio Ave (Signalized)

10. Old US 41 and Mediterra Dr (Signalized)

11. Old US 41 and New Quadrant Rd (Signalized)

12. Bonita Beach Rd and Old US 41 (Signalized)

13. Bonita Beach Rd and Race Track Rd (Signalized)

Note: Intersections 21 and 22 are south and north of intersection 2 and result from the signalized partial median

U-turns associated with Future Build Alternative B.

Background Improvement Projects

Consistent with the Future No-Build Vissim models, the Future Build models included the improvements associated with the Veterans Memorial Boulevard Extension identified in Collier MPO’s 2040 Long Range Transportation Plan.

The boulevard will extend from Livingston Rd east of the project area and connect to Old US 41 just south of Collier

Center Way and terminate at US 41 to the west.

Future Build Alternatives

Under both Future Build conditions, Old US 41 between US 41 and Bonita Beach Rd would be widened to provide two through lanes in each direction; additionally, a number of intersections would be signalized. A summary of the shared improvements, or improvements present in both Alternatives A and B, are shown in Table 1. A summary of alternative-specific improvements to the Future Build Alternatives A and B is provided in Table 2. Refer to Figure 2 for an illustrative comparison of Alternative A and Alternative B. Detailed lane configuration diagrams are provided in Appendix A.

Table 1 - Shared Improvements

Alternative Shared Improvements

Alternatives

A and B

• The intersection at US 41 and Veterans Memorial Blvd Extension would have the following approach configurations:

o Northbound: Thru-Thru-Thru-Right o Southbound: Left-Left-Thru-Thru-Thru o Westbound: Left-Right-Right

• The intersection at Old US 41 and Veterans Memorial Blvd Extension would have the following approach configurations:

o Northbound: Thru-Thru-Right o Southbound: Left-Thru-Thru-Right o Eastbound: Left-Left-Thru-Thru/Right o Westbound: Left-Thru-Thru-Right o Northbound left turns would be redirected to the northbound U-turn at Old US 41 and Sterling

Oaks Dr / Sun Century Rd

CR 887 (Old US 41) PD&E Study 4 July 2023

Table 1 - Shared Improvements (continued)

Alternative Shared Improvements

Alternatives

A and B

• Widen Old US 41 to provide two through lanes in each direction between US 41 and Bonita Beach Rd.

• Modify the Old US 41 and Collier Center Way intersection to prohibit left turns from Collier Center

Way. These left turns would be redirected to the northbound U-turn at Old US 41 and Sterling Oaks

Dr / Sun Century Rd.

• Modify the Old US 41 and Sterling Oaks Dr / Sun Century Rd intersection to prohibit left turns or through movements from either Sterling Oaks Dr or Sun Century Rd. Left turns and through movements from Sterling Oaks Dr would be redirected to the southbound U-turn at the Old US 41 and Collier Center Way intersection. Left turns and through movements from Sun Century Rd would be redirected to the northbound U-turn at Old US 41 and Rail Head Blvd.

• Install a traffic signal at Old US 41 and Rail Head Blvd and add a 200’ northbound U-turn lane.

• Install a traffic signal at Old US 41 and Via Palacio Ave.

• Install a traffic signal at Old US 41 and Mediterra Dr.

• Construct a new signalized intersection on Old US 41 approximately 1,200’ feet south of Bonita Beach

Rd. The intersecting roadway, New Quadrant Rd, would connect to Industrial Rd to the west and Race

Track Rd to the east. This intersection would have the following approach configurations:

o Northbound: Left-Thru-Thru-Right o Southbound: Left-Thru-Thru/Right o Eastbound: Left/Thru/Right o Westbound: Left-Left-Thru/Right

• The signalized intersection at Bonita Beach Rd and Old US 41 would have eastbound lefts redirected to the eastbound U-turn at the intersection of Bonita Beach Rd and Race Track Rd. It would have the following approach configurations:

o Northbound: Left-Thru-Thru-Right o Southbound: Left-Left-Thru-Thru/Right o Eastbound: Thru-Thru-Thru-Right o Westbound: Left-Left-Thru-Thru-Right

Note: The additional northbound through lane would lead into a lane drop.

• The signalized intersection at Bonita Beach Rd and Race Track Rd would have an additional westbound left turn lane with a storage length of 365 feet. An additional receiving lane would be provided on

Race Track Rd and extend for approximately 500 feet.

Table 2 - Alternative-Specific Improvements

Alternative Alternative-Specific Improvements

Alternative

A

• The intersection at US 41 and Old US 41 would have the following approach configurations:

o Northbound: Left-Thru-Thru-Thru-Right-Right o Southbound: Left-Thru-Thru-Thru-Right o Eastbound: Left-Thru-Right o Westbound: Left-Left-Left-Thru-Right

Alternative

B

• The left turn lanes would be removed from the northbound and southbound approaches at the intersection of US 41 and Old US 41.

• The left turn movements from the US 41 and Old US 41 intersection would be redistributed to partial median U-turn (PMUT) intersections to the north and south. These intersections would be signalized and coordinated with signals in zone 1 to maximize throughput.

CR 887 (Old US 41) PD&E Study 5 July 2023

Figure 2 – Alternative A and Alternative B Comparison

Alternative A

Alternative B

Future Build Analysis Periods and Years

The following time periods and years were used in the analyses for each Future Build Alternatives:

• AM Peak 2025

• PM Peak 2025

• AM Peak 2035

• PM Peak 2035

• AM Peak 2045

• PM Peak 2045

Gulf Coast Dr

Sunrise Blvd

CR 887 (Old US 41) PD&E Study 6 July 2023

ANALYSIS

Both Future Build Alternatives were modeled in Synchro (version 11) to initially assess capacity and the effectiveness of potential improvements. It was then utilized to develop cycle lengths, offsets, and splits for input into Vissim (version 11.00-06). Vissim was utilized for simulation; refining cycle lengths, splits, and offsets; and conducting a more detailed assessment of the proposed improvements. All signalized intersections were coordinated to maximize throughput and decrease travel times on the major roadways. The intersections were placed into the following zones; note that unsignalized intersections are included in the zones but do not affect timings.

Zone 1 – US 41:

1. US 41 and Wiggins Pass Rd (Signalized)

2. US 41 and Old US 41 (Signalized)

3. US 41 and Veterans Memorial Blvd Extension (Signalized)

Note: Intersections 21 and 22 were included in this zone under Future Build Alternative B.

Zone 2 – Old US 41:

4. Old US 41 and Gulf Coast Dr (Unsignalized)

5. Old US 41 and Veterans Memorial Blvd Extension (Signalized)

6. Old US 41 and Collier Center Way (Unsignalized)

7. Old US 41 and Sterling Oaks Dr / Sun Century Rd (Unsignalized)

8. Old US 41 and Rail Head Blvd (Signalized)

9. Old US 41 and Via Palacio Ave (Signalized)

10. Old US 41 and Mediterra Dr (Signalized)

11. Old US 41 and New Quadrant Rd (Signalized)

Zone 3 – Bonita Beach Rd:

12. Bonita Beach Rd and Old US 41 (Signalized)

13. Bonita Beach Rd and Race Track Rd (Signalized)

Consideration was given to setting intersections 5 (Old US 41 and Veterans Memorial Blvd Extension) and 11 (Old

US 41 and New Quadrant Rd) to free operation since they have high minor approach volumes and are relatively far from the nearest coordinated signal. However, through an iterative process, it was determined that coordinating them yielded nearly the same results. Standard NEMA phasing, shown in Figure 3, was utilized for all signalized intersections to ensure proper coordination and consistency with the ring-barrier diagrams in

Synchro.

Figure 3 - NEMA Phasing Diagram

CR 887 (Old US 41) PD&E Study 7 July 2023

Yellow and all-red clearance intervals and initial green times were maintained at the intersection of Old US 41 and

Wiggins Pass Rd. Yellow and all-red clearance intervals were calculated for the remaining intersections utilizing the methods and guidelines found in section 3.6 of FDOT’s Traffic Engineering Manual (2023) and Guidelines for the

Development of Traffic Signals (January 2017) from FDOT District 1. Calculations are shown in Appendix B. The following initial green times were used:

• Major through phase: 20 seconds

• Minor through phase: 7-15 seconds

• Major or minor left turn phase: 5 seconds

The cycle lengths used in the models ranged from 120 seconds to 200 seconds. These high cycle lengths allowed for better throughput along the major corridors at the expense of high queues. Through trial and error, it was determined that these high cycle lengths yielded the best results by providing the capacity needed to accommodate the volumes present under Future Build conditions.

All coordinated phases were set to maximum recall and referenced to the “beginning of green”. Pedestrian and bicycle volumes from the No-Build analysis were maintained (i.e., 1 pedestrian per hour per direction and no bicycle volumes). Future Build volumes from Figures 6-4, 6-5, and 6-6 in the Future Volumes Technical

Memorandum (March 2021) were initially used in the Synchro models. However, some volumes were redistributed due to the left turn restrictions at intersections 5, 6, 7, and 12. These left turn volumes were redistributed to the nearest intersection that allowed a U-turn as described in Table 1 of this memo. The same was done for the PMUT’s under Future Build Alternative B. Appendix C includes a table that compares the input volumes to the volumes outputted from Vissim for Alternative B. Note that the eastbound and westbound approaches of the Wiggins Pass

Rd and US 41 intersection has significantly lower volumes in Vissim compared to the input volumes. This was attributed to the low split times for the eastbound and westbound approaches that allow for adequate throughput along US 41.

The input volumes, truck percentages, 15-minute interval distributions, and all other network objects and data

(e.g., link behaviors, speed decision points, conflict areas) from the Future No-Build Vissim models were maintained in the Future Build Vissim models. To match the Future No Build analysis, a total of 10 simulations each with a 60-minute recording time and a 30-minute seeding time were used for each model.

To match the turning movement counts, static routes were generally modeled to begin at the farthest point upstream on a link and terminate at the very beginning of the receiving link (i.e., farthest point upstream on the next link). However, in some cases the static routes were combined using the “Combine Routes” feature to carry static routes further through relatively short connecting links to avoid aggressive, last-second lane changing or routes that would likely not happen under real-world conditions. Routes were combined on the following links:

• US 41 northbound and southbound between Wiggins Pass Rd and Old US 41

• Old US 41 northbound and southbound between Veterans Memorial Blvd Extension and Collier Center Way

• Old US 41 northbound and southbound between Collier Center Way and Sterling Oaks Dr / Sun Century Rd

• Old US 41 southbound between Sterling Oaks Dr / Sun Century Rd and Rail Head Blvd

• Old US 41 northbound between Collier Center Way and Sterling Oaks Dr / Sun Century Rd

• Bonita Beach Rd westbound and westbound between Old US 41 and Race Track Rd

Results

A traffic operational analysis utilizing Vissim microsimulation software was conducted to evaluate the overall performance of the study intersections under Future Build conditions. The overall intersection delay and LOS results for Alternatives A and B during the 2045 design year are compared to the 2045 Future No Build conditions. Since the only difference between the alternatives is the intersection of US 41 and Old US 41, results for this intersection compare the Future No Build to both alternatives. For the remaining tables, results from Alternative B were used.

CR 887 (Old US 41) PD&E Study 8 July 2023

The full results for Alternatives A and B, which include output volume, delay, maximum queue, and level of service

(LOS), are presented in Table 15 and Table 16. The results for each intersection are shown below:

• 1 - US 41 and Wiggins Pass Rd (Signalized) o This intersection operated poorly at LOS E for Future Build 2045 AM and PM. When comparing to the

Future No-Build results, the AM peak hour delay increased under Future Build conditions while the PM peak hour delay decreased under Future Build conditions. It is important to note that the capacity of the

US 41 and Wiggins Pass Road intersection was far exceeded by the Future Build 2045 volumes, regardless of the cycle lengths or splits utilized. In order to evaluate the project related improvements, it was necessary to ensure that this intersection would not create a bottleneck. Therefore, a relatively high amount of green time was transferred from the Wiggins Pass Road approaches to the US 41 approaches, resulting in high delays for the minor approaches and the intersection overall. This intersection operates poorly under Existing Conditions with further degradation and failure in the Future Year Conditions, and given that this intersection is not part of the project study area, no improvements were identified for

Future Build conditions. See below for a comparison of overall delays.

Table 3 – US 41 and Wiggins Pass Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build D 45.9 F 112.1

Future Build E 69.6 E 76.9

Percent Increase/Decrease Increase 52% Decrease -31%

• 2 - US 41 and Old US 41 (Signalized) o For Alternative A, this intersection operated poorly at LOS F for Future Build 2045 AM and adequately for

Future Build 2045 PM. For Alternative B, this intersection operated at an acceptable overall LOS for

Future Build 2045 AM and PM. When comparing results, delays have decreased significantly under Future

Build conditions for Alternative B at this intersection. A full comparison could not be made due to the additional travel time that would be assigned to the northbound and southbound left turns. However, it is important to note that the sum of the overall delays at the PMUT intersections and the US 41 and Old

US 41 intersection is still lower than the Future No-Build overall intersection delay. Thus, it can be reasonably concluded that the Future Build improvements under Alternative B improved operations.

Table 4 – US 41 and Old US 41 Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build E 76.6 E 63.1

Alt A - Future Build (US 41 and Old US 41) F 84.7 D 40.6

Alt B - Future Build (US 41 and Old US 41) D 42.4 C 30.5

Alt B - Future Build (South PMUT) A 9.2 A 7.4

Alt B - Future Build (North PMUT) B 12.1 A 3.9

Alt A - Percent Increase/Decrease Increase 11% Decrease -36%

Alt B - Percent Increase/Decrease* Decrease -17% Decrease -34%

* Compares the sum of the Future Build intersection and PMUT intersections to the Future No-Build intersection.

CR 887 (Old US 41) PD&E Study 9 July 2023

• 3 - US 41 and Veterans Memorial Blvd Extension (Signalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. Overall intersection delays decreased when compared to the Future No Build results. The reduction is delay could be attributed to difference in volumes between the No-Build and Build models. There were also higher delays under the No-Build models that were caused by the poor operations at the US 41 and Old US 41 intersection under No-Build conditions, where southbound queues extended to this intersection and restricted southbound throughput. It should be noted that, while the LOS for the southbound left turn movement during the PM peak hour is acceptable, the maximum queue length exceeds the capacity of the storage lanes for the PM peak hour. Given that this signalized intersection was half-cycled and delay was balanced between the opposing southbound left turn and northbound through movements, the queues could not be decreased further without increasing overall delay and allowing the northbound queues extend to Old US 41.

Table 5 – US 41 and Veterans Memorial Blvd Extension Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build D 36.2 F 85.3

Future Build C 29.4 C 29.9

Percent Increase/Decrease Decrease -19% Decrease -65%

• 4 - Old US 41 and Gulf Coast Dr (Unsignalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. Overall intersection delays decreased when comparing to the Future No Build results. The reduction in delay could be attributed to increased capacity along Old US 41 which allows for larger gaps in traffic that permit traffic from the side streets to complete their maneuvers.

Table 6 – Old US 41 and Gulf Coast Dr Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build F 69.4 F 76.6

Future Build A 6.7 A 2.5

Percent Increase/Decrease Decrease -90% Decrease -97%

• 5 - Old US 41 and Veterans Memorial Blvd Extension (Signalized) intersection delays decreased when comparing to the Future No Build results.

Table 7 – Old US 41 and Veterans Memorial Blvd Extension Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build F 113.7 E 72.6

Future Build D 35.5 D 50.5

Percent Increase/Decrease Decrease -69% Decrease -30%

CR 887 (Old US 41) PD&E Study 10 July 2023

• 6 - Old US 41 and Collier Center Way (Unsignalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. Overall intersection delays decreased when comparing to the Future No Build results. Note that this intersection was modified to prohibit left turns from Collier Center Way as discussed in Table 1. The reduction in delay could be attributed to increased capacity along Old US 41 which allows for larger gaps in traffic that permit traffic from the side streets to complete their maneuvers. The reduction in delay could also be attributed to the right-out only configuration in which vehicles that would typically make left turns are required to make right turns instead. Since right turns have lower delay compared to left turns, this change in maneuver reduces overall delay at the intersection.

Table 8 – Old US 41 and Collier Center Way Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build F 57.7 B 10.7

Future Build A 7.8 A 3.9

Percent Increase/Decrease Decrease -87% Decrease -64%

• 7 - Old US 41 and Sterling Oaks Dr / Sun Century Rd (Unsignalized) intersection delay decreased for the AM peak when comparing to the Future No Build results. While overall delay increased slightly for the PM peak, LOS “A” was maintained. Note that this intersection was modified to prohibit through movements and left turns from Sterling Oaks Dr and Sun Century Rd as discussed in Table 1. The reduction in delay could be attributed to increased capacity along Old US 41 which allows for larger gaps in traffic that permit traffic from the side streets to complete their maneuvers. The reduction in delay could also be attributed to the right-out only configuration in which vehicles that would typically make left turns are required to make right turns instead. Since right turns have lower delay compared to left turns, this change in maneuver reduces overall delay at the intersection.

Table 9 – Old US 41 and Sterling Oaks Dr / Sun Century Rd Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build E 40 A 2

Future Build A 3.5 A 2.6

Percent Increase/Decrease Decrease -91% Increase 32%

CR 887 (Old US 41) PD&E Study 11 July 2023

• 8 - Old US 41 and Rail Head Blvd (Signalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. Overall intersection delays decreased when comparing to the Future No Build results.

Table 10 – Old US 41 and Rail Head Blvd Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build (unsignalized) E 36.8 D 31.2

Future Build (signalized) B 15.2 B 15.4

Percent Increase/Decrease Decrease -59% Decrease -51%

• 9 - Old US 41 and Via Palacio Ave (Signalized) intersection delays decreased when comparing to the Future No Build results.

Table 11 – Old US 41 and Via Palacio Ave Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build (unsignalized) A 3.9 C 22.6

Future Build (signalized) A 3.1 A 2.2

Percent Increase/Decrease Decrease -20% Decrease -90%

• 10 - Old US 41 and Mediterra Dr (Signalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. While overall intersection delay increased for the AM peak when comparing to the Future No Build results. LOS “A” was maintained. Overall delay decreased for the PM peak when comparing to the Future No Build results.

Table 12 – Old US 41 and Mediterra Dr Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build (unsignalized) A 3.6 D 31.1

Future Build (signalized) A 7.3 A 7.0

Percent Increase/Decrease Increase 102% Decrease -78%

• 11 - Old US 41 and New Quadrant Rd (Signalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and PM. The results could not be compared to Future No-Build conditions since this intersection was only present under

Future Build conditions.

CR 887 (Old US 41) PD&E Study 12 July 2023

• 12 - Bonita Beach Rd and Old US 41 (Signalized) o This intersection operated at an acceptable overall LOS for Future Build 2045 AM and an LOS “E” for

Future Build 2045 PM. Overall intersection delays for the AM and PM peak hour periods decreased when comparing to the Future No Build results. However, an LOS lower than “E” could not be achieved for the

PM peak hour scenario.

Table 13 – Bonita Beach Rd and Old US 41 Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build E 72.9 F 148.2

Future Build D 54.6 E 55.6

Percent Increase/Decrease Decrease -25% Decrease -62%

• 13 - Bonita Beach Rd and Race Track Rd (Signalized) o This intersection operated at an acceptable overall LOS D or better under Future Build 2045 AM and

PM conditions. Overall intersection delay decreased for the AM peak when comparing to the Future

No Build results, while the overall intersection delay increased in the PM peak hour, which is attributed to differences in traffic volumes between No-Build and Build conditions, due to the redistribution of traffic volumes based on the quadrant intersection design. While the overall traffic volumes increased by 3% under Future Build conditions due to projected traffic growth, there was a significant rise in volume for the northbound right turn movement (153% increase) and the westbound left turn movement (185% increase). These changes were a result of traffic shifts caused by the addition of New Quadrant Road. Refer to Table 1 for a summary of the Build scenario improvements which include geometric modifications.

Table 14 – Bonita Beach Rd and Race Track Rd Delay Comparison

Scenario AM Peak PM Peak

LOS Delay (sec) LOS Delay (sec)

Future No-Build E 57.4 B 10.8

Future Build C 29.4 D 40.8

Percent Increase/Decrease Decrease -49% Increase 278%

Table 15 ‐ Future Build Alternative A Vissim Results

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

SBL 96 87.1 F 220 152 70.7 E 312 112 86.2 F 259 161 124.1 F 446 129 85.1 F 269 165 269.9 F 893 SBT 2,503 32.3 C 1,143 1,495 23.9 C 487 2,933 42.8 D 1,214 1,801 21.0 C 822 3,353 29.5 C 1,193 2,091 25.2 C 1,016 SBR 294 19.8 B 214 224 11.3 B 159 298 28.5 C 246 225 9.3 A 137 296 21.1 C 228 226 12.6 B 129 WBL 231 67.8 E 445 106 63.3 E 212 250 157.3 F 708 113 101.3 F 331 153 494.8 F 765 122 249.0 F 641 WBT 30 55.2 E 160 18 54.1 D 179 30 129.5 F 276 23 88.5 F 266 16 356.8 F 280 27 202.5 F 658 WBR 81 23.7 C 182 106 27.3 C 201 93 87.8 F 299 119 51.1 D 288 56 300.4 F 303 131 164.9 F 681 NBL 473 67.1 E 396 403 67.2 E 328 470 69.5 E 379 448 94.7 F 471 445 216.3 F 1,174 494 113.5 F 1,952 NBT 1,453 17.4 B 479 2,458 25.7 C 1,146 1,777 17.6 B 646 2,950 23.1 C 1,551 2,086 15.0 B 1,185 3,416 38.2 D 2,974 NBR 147 4.1 A 90 244 10.0 A 125 151 4.6 A 118 243 16.2 B 119 150 4.9 A 92 240 42.1 D 162 EBL 94 61.1 E 234 218 78.3 E 678 150 84.5 F 699 157 711.1 F 1,719 148 575.7 F 1,722 114 1020.5 F 1,709 EBT 13 57.9 E 53 30 69.6 E 99 22 67.2 E 114 26 665.2 F 417 21 514.2 F 575 19 896.4 F 241 EBR 211 13.8 B 180 209 17.1 B 153 240 30.3 C 617 153 529.2 F 1,089 204 457.8 F 1,741 108 771.0 F 429

5,624 32.2 C ‐ 5,662 30.9 C ‐ 6,525 43.1 D ‐ 6,418 62.7 E ‐ 7,058 75.3 E ‐ 7,153 79.6 E ‐ SBL 108 85.3 F 259 65 71.9 E ‐ 105 133.6 F 275 69 104.4 F 198 104 205.5 F 442 69 119.5 F 200 SBT 1,941 36.0 D 728 1,249 22.9 C 371 2,060 93.1 F 1,414 1,345 26.3 C 506 2,165 131.0 F 1,523 1,418 31.7 C 564

SBR 54 7.5 A 65 54 4.4 A 46 58 42.3 D 60 57 4.9 A 61 61 79.8 E 63 59 5.3 A 55

WBL 923 55.2 E 511 602 66.1 E 367 1,261 68.8 E 972 799 81.6 F 592 1,570 107.1 F 1,036 1,009 97.5 F 883 WBT 29 48.6 D 137 49 62.7 E 166 29 49.4 D 127 54 72.9 E 318 29 80.9 F 67 58 84.9 F 475 WBR 66 13.4 B 78 46 13.1 B 65 66 16.6 B 86 48 13.6 B 81 66 34.4 C 74 50 21.4 C 81 NBL 33 66.3 E 101 51 99.7 F 130 56 100.3 F 151 59 108.3 F 162 80 165.1 F 281 71 145.2 F 234 NBT 1,107 50.1 D 454 1,786 12.0 B 563 1,221 23.7 C 400 1,868 23.8 C 497 1,281 27.4 C 432 1,952 30.5 C 595 NBR 487 8.8 A 154 947 4.9 A 239 729 4.8 A 153 1,301 7.7 A 291 933 4.3 A 202 1,649 10.3 B 361 EBL 42 61.7 E 125 89 70.2 E 185 52 63.8 E 172 122 86.6 F 325 63 61.0 E 188 155 86.1 F 407 EBT 39 68.4 E 110 49 67.1 E 151 41 66.9 E 139 46 91.5 F 139 43 69.8 E 130 47 97.7 F 157 EBR 26 69.0 E 91 33 66.6 E 130 32 66.4 E 106 40 93.8 F 133 39 74.7 E 122 49 98.5 F 169

4,854 41.5 D ‐ 5,021 23.9 C ‐ 5,709 60.2 E ‐ 5,808 33.1 C ‐ 6,433 84.7 F ‐ 6,586 40.6 D ‐ SBL 421 59.7 E 338 647 58.3 E 571 597 56.2 E 450 871 33.9 C 503 773 57.0 E 841 1,082 41.1 D 1,030 SBT 2,109 5.1 A 290 1,376 4.0 A 187 2,240 7.2 A 322 1,459 2.7 A 157 2,356 27.5 C 1,051 1,538 2.8 A 144

WBL 8 66.6 E 54 5 74.5 E 36 9 64.6 E 51 7 39.9 D 38 10 85.2 F 47 8 49.1 D 50

WBR 687 48.3 D 537 443 36.2 D 286 900 50.5 D 602 589 24.3 C 358 1,104 48.2 D 735 725 24.4 C 404 NBT 1,210 31.7 C 586 1,961 41.1 D 840 1,331 39.8 D 602 2,016 44.5 D 987 1,399 45.1 D 639 2,126 54.0 D 1,096

NBR 8 23.0 C 57 24 32.1 C 64 10 27.4 C 60 29 30.5 C 70 12 33.7 C 59 34 43.3 D 64

4,442 24.3 C ‐ 4,456 31.7 C ‐ 5,087 29.3 C ‐ 4,972 27.9 C ‐ 5,654 40.0 D ‐ 5,513 33.2 C ‐

SBL 19 3.8 A 42 24 8.4 A 49 27 6.2 A 45 37 14.4 B 81 34 15.6 C 60 52 23.4 C 90

SBT 974 0.7 A 0 658 0.3 A 0 1,308 1.4 A 44 869 0.5 A 0 1,619 21.5 C 860 1,084 5.1 A 183 WBL 46 11.0 B 113 26 12.9 B 100 55 15.1 C 114 31 17.2 C 103 65 40.6 E 144 38 35.5 E 117 WBR 20 6.5 A 117 17 8.4 A 103 25 8.1 A 118 21 10.4 B 105 31 12.4 B 145 23 18.7 C 121 NBT 610 0.2 A 0 1,016 0.3 A 0 846 0.2 A 0 1,356 0.4 A 0 1,048 0.5 A 25 1,697 1.6 A 163

NBR 24 0.9 A 0 52 1.0 A 0 29 1.0 A 0 63 1.1 A 0 32 1.1 A 0 70 1.2 A 0

1,693 0.9 A ‐ 1,794 0.7 A ‐ 2,291 1.4 A ‐ 2,377 1.0 A ‐ 2,828 13.8 B ‐ 2,965 3.8 A ‐ SBL 71 11.5 B 117 122 23.4 C 162 97 19.4 B 147 139 43.1 D 264 124 33.9 C 202 152 66.9 E 353 SBT 898 11.4 B 506 607 12.9 B 237 1,200 17.9 B 540 813 21.3 C 488 1,500 21.9 C 551 1,019 23.1 C 524 SBR 155 5.1 A 92 125 4.5 A 86 214 8.2 A 128 170 5.7 A 93 272 9.4 A 180 215 8.1 A 122 WBL 89 30.6 C 138 68 33.5 C 106 115 34.0 C 171 91 55.7 E 167 145 44.8 D 224 114 110.4 F 287 WBT 543 42.5 D 311 335 41.9 D 201 686 50.9 D 491 433 55.7 E 291 832 61.1 E 779 528 63.9 E 382 WBR 63 5.8 A 71 90 7.1 A 73 126 7.9 A 89 116 9.7 A 93 178 17.4 B 183 146 15.9 B 149 NBT 583 20.1 C 291 978 25.2 C 519 819 27.5 C 440 1,298 31.5 C 773 1,013 32.6 C 583 1,610 41.3 D 1,028

NBR 48 5.0 A 55 59 8.1 A 66 67 7.5 A 73 73 14.5 B 54 79 11.0 B 63 89 24.7 C 66

EBL 143 61.1 E 155 137 60.8 E 152 241 69.6 E 219 209 65.0 E 211 339 88.7 F 331 269 64.6 E 267 EBT 282 45.2 D 266 550 50.6 D 444 361 49.2 D 308 689 59.1 E 573 441 50.2 D 347 853 93.3 F 841 EBR 5 41.7 D 266 6 49.9 D 444 4 41.0 D 308 7 60.9 E 573 6 48.1 D 347 7 84.1 F 841

2,880 24.9 C ‐ 3,076 29.2 C ‐ 3,929 31.2 C ‐ 4,036 37.5 D ‐ 4,927 37.8 D ‐ 5,001 50.1 D ‐

1 ‐ US 41 at Wiggins Pass Road (Signalized)

US 41

Wiggins Pass Rd

US 41

Wiggins Pass Rd

Overall

2 ‐ Old US 41 at

US 41

(Signalized) US 41

US 41

Old US 41

Old US 41

Overall

3 ‐ US 41 at Veterans Memorial Extension (Signalized)

US 41

Veterans Memorial Extension

US 41

Overall

4 ‐ Old US 41 at Gulf Coast

Dr

Old US 41

Old US 41

Overall

5 ‐ Old US 41 at Veterans Memorial Extension (Signalized)

Old US 41

Veterans Memorial Extension

Veterans Memorial Extension

Overall

Gulf Coast Dr

Future Build AM Peak 2025

MovementApproachIntersection

Future Build PM Peak 2025 Future Build AM Peak 2035 Future Build PM Peak 2035 Future Build AM Peak 2045 Future Build PM Peak 2045

CR 887 (Old US 41) PD Study VISSIM FUTURE BUILD ANALYSIS MEMO July 2023 rcoletti Text Box rcoletti Line

Table 15 ‐ Future Build Alternative A Vissim Results

Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

SBU 7 2.5 A 62 7 6.3 A 52 8 5.2 A 85 8 13.5 B 93 10 12.1 B 120 10 17.5 C 135

SBL 78 3.1 A 62 30 7.2 A 52 105 6.1 A 85 63 11.2 B 93 137 10.7 B 120 99 19.5 C 135 SBT 1,126 1.2 A 69 853 0.3 A 0 1,523 4.5 A 391 1,119 1.6 A 116 1,910 17.3 C 816 1,384 3.8 A 275

Collier Center Way WBR 91 7.0 A 123 130 9.9 A 151 116 8.7 A 149 159 15.4 C 190 144 10.8 B 153 187 28.6 D 302 NBT 699 0.3 A 0 1,182 0.3 A 0 1,069 0.3 A 0 1,592 0.4 A 0 1,397 0.4 A 0 1,985 0.5 A 13

NBR 90 0.5 A 0 21 0.4 A 0 117 0.6 A 0 28 0.4 A 0 135 0.6 A 0 36 0.4 A 0

2,090 1.2 A ‐ 2,223 1.0 A ‐ 2,938 3.0 A ‐ 2,969 1.9 A ‐ 3,732 9.9 A ‐ 3,702 3.7 A ‐

SBL 59 4.9 A 60 20 6.3 A 39 80 7.6 A 77 31 15.9 C 76 96 14.9 B 109 40 24.2 C 83

SBT 1,110 1.1 A 61 785 0.5 A 0 1,505 1.7 A 130 1,046 1.1 A 42 1,890 5.6 A 667 1,327 1.6 A 96

SBR 16 1.6 A 0 13 1.0 A 0 19 2.0 A 0 22 1.8 A 0 23 4.6 A 0 28 2.3 A 0

Sun Century Rd WBR 47 6.7 A 96 67 8.3 A 72 63 8.0 A 101 80 10.5 B 84 77 9.5 A 119 93 14.4 B 110 NBU 61 7.2 A 72 83 5.3 A 98 74 13.1 B 117 102 9.1 A 139 93 40.6 E 255 119 14.8 B 200

NBL 8 6.9 A 52 46 5.4 A 80 11 10.4 B 99 65 9.9 A 121 16 32.6 D 237 85 17.7 C 182

NBT 685 0.4 A 29 1,178 0.5 A 5 1,047 0.7 A 79 1,568 0.8 A 4 1,363 0.9 A 82 1,957 1.1 A 103

NBR 42 1.0 A 29 13 1.0 A 5 56 1.5 A 79 21 1.1 A 4 76 1.5 A 82 27 1.8 A 103

Sterling Oaks Dr EBR 40 7.1 A 66 23 5.8 A 46 50 9.3 A 74 30 7.3 A 48 63 19.1 C 97 37 8.8 A 57 2,067 1.4 A ‐ 2,227 1.1 A ‐ 2,904 2.1 A ‐ 2,965 1.9 A ‐ 3,696 5.4 A ‐ 3,713 2.8 A ‐

SBL 137 8.7 A 130 45 9.0 A 59 144 11.6 B 128 64 16.4 B 97 149 23.3 C 149 79 28.3 C 126 SBT 1,107 6.1 A 514 721 4.2 A 224 1,507 6.5 A 622 988 9.6 A 559 1,893 12.7 B 1,339 1,256 11.4 B 704 WBL 52 56.0 E 291 61 53.9 D 307 72 70.6 E 497 75 73.2 E 449 92 69.9 E 686 88 100.2 F 673 WBR 79 27.0 C 296 117 30.7 C 311 112 45.7 D 501 144 50.8 D 453 143 51.1 D 691 172 80.1 F 677

NBU 25 11.8 B 72 31 5.9 A 38 35 16.0 B 76 37 9.4 A 51 42 29.6 C 91 42 14.6 B 57

NBT 629 4.3 A 210 1,158 3.8 A 200 966 7.0 A 194 1,508 5.9 A 293 1,253 10.6 B 359 1,859 9.5 A 590

NBR 78 2.9 A 47 62 2.4 A 45 112 3.6 A 70 122 3.2 A 57 143 4.3 A 82 176 5.3 A 72

2,106 7.7 A ‐ 2,194 6.8 A ‐ 2,948 10.0 A ‐ 2,937 11.2 B ‐ 3,714 15.2 B ‐ 3,672 15.9 B ‐ SBT 1,208 2.3 A 273 752 1.4 A 154 1,614 2.6 A 341 1,020 2.7 A 322 1,990 2.9 A 495 1,298 2.7 A 375

SBR 3 1.7 A 4 28 1.6 A 45 3 4.3 A 13 37 1.8 A 42 4 2.6 A 22 47 2.2 A 47

NBL 9 9.4 A 9 46 4.6 A 41 12 9.9 A 13 59 7.3 A 53 14 17.7 B 26 74 9.0 A 64

NBT 698 1.4 A 186 1,227 1.3 A 267 1,052 1.8 A 259 1,615 1.0 A 165 1,360 2.3 A 315 1,976 0.9 A 146

EBL 11 56.6 E 45 8 55.6 E 41 17 56.2 E 65 10 61.7 E 47 20 59.1 E 59 12 68.5 E 52

EBR 32 7.1 A 40 18 6.2 A 29 41 8.7 A 50 23 7.7 A 37 50 10.8 B 58 28 7.8 A 37

1,961 2.4 A ‐ 2,078 1.6 A ‐ 2,739 2.7 A ‐ 2,763 2.0 A ‐ 3,439 3.2 A ‐ 3,434 2.1 A ‐ SBL 60 5.3 A 57 43 9.8 A 54 83 10.0 B 79 59 11.9 B 75 102 14.8 B 99 77 20.5 C 111 SBT 1,178 1.6 A 155 738 2.1 A 165 1,558 5.0 A 618 995 4.1 A 381 1,917 7.4 A 779 1,262 6.2 A 527 WBL 34 53.9 D 93 42 51.1 D 100 56 61.0 E 144 57 63.4 E 139 74 60.1 E 164 71 61.4 E 157

WBR 50 6.1 A 87 56 7.3 A 81 81 7.0 A 93 74 9.2 A 93 113 9.0 A 98 91 12.0 B 104

NBT 663 2.7 A 120 1,200 1.7 A 157 994 2.8 A 229 1,569 3.5 A 334 1,296 4.2 A 338 1,920 4.9 A 648

NBR 45 1.9 A 69 37 1.7 A 63 71 2.3 A 89 52 2.2 A 64 88 2.9 A 95 62 2.8 A 66

2,030 3.0 A ‐ 2,116 3.1 A ‐ 2,844 5.5 A ‐ 2,804 5.3 A ‐ 3,589 7.4 A ‐ 3,483 7.0 A ‐

SBL 9 10.4 B 27 7 4.1 A 13 10 14.9 B 37 8 12.0 B 31 11 21.8 C 28 9 13.5 B 33

SBT 676 11.8 B 394 435 7.0 A 220 893 16.4 B 624 585 9.7 A 393 1,072 23.1 C 756 726 12.9 B 502

SBR 3 14.2 B 394 1 5.0 A 220 5 13.3 B 624 1 2.6 A 393 5 16.5 B 756 2 10.2 B 502

WBL 559 45.2 D 364 336 50.1 D 250 745 46.9 D 515 474 58.6 E 366 939 43.5 D 606 610 56.7 E 465

WBT 2 38.6 D 43 1 29.8 C 35 3 37.8 D 50 1 58.3 E 41 4 26.6 C 49 1 22.8 C 35

WBR 9 5.7 A 87 4 8.5 A 79 12 6.9 A 94 7 6.7 A 85 14 7.8 A 93 7 9.5 A 79

NBL 2 21.5 C 16 3 12.4 B 12 4 12.2 B 12 4 21.6 C 9 3 16.7 B 9 3 46.5 D 15

NBT 479 11.2 B 260 697 9.0 A 202 778 6.8 A 332 925 10.9 B 474 1,055 12.1 B 754 1,157 30.4 C 1,731 NBR 233 3.0 A 89 568 9.3 A 350 310 4.1 A 131 705 14.2 B 609 371 7.1 A 114 843 30.6 C 1,522

EBL 0 0.0 A 51 1 75.8 E 53 0 0.0 A 47 1 102.0 F 60 0 0.0 A 56 1 102.0 F 60

EBT 1 87.1 F 51 1 83.1 F 53 1 61.6 E 47 1 85.6 F 60 1 44.5 D 56 1 85.7 F 60

EBR 3 59.6 E 51 6 69.3 E 53 3 71.0 E 47 7 70.7 E 60 7 64.2 E 56 7 70.7 E 60

1,976 20.2 C ‐ 2,060 15.6 B ‐ 2,763 20.6 C ‐ 2,718 20.0 C ‐ 3,481 23.6 C ‐ 3,368 31.5 C ‐ SBL 224 65.1 E 216 211 62.0 E 197 227 81.3 F 220 197 98.6 F 234 255 120.2 F 316 184 143.5 F 293 SBT 258 54.9 D 285 210 52.4 D 266 437 67.3 E 657 370 78.0 E 559 586 88.3 F 2,454 528 94.1 F 2,173 SBR 84 30.7 C 285 83 25.2 C 266 94 50.9 D 657 97 60.9 E 559 94 79.1 E 2,454 109 82.3 F 2,173 WBL 287 58.7 E 265 148 69.2 E 166 313 79.7 E 345 146 86.6 F 195 336 78.1 E 353 150 97.3 F 190 WBT 1,454 20.5 C 1,124 1,106 15.7 B 403 1,517 26.1 C 1,299 1,121 20.9 C 652 1,589 37.1 D 1,426 1,155 22.8 C 769 WBR 276 7.1 A 134 269 2.3 A 43 349 14.0 B 263 271 7.1 A 196 414 24.7 C 476 272 17.3 B 258 NBL 96 71.4 E 242 133 64.1 E 242 92 95.5 F 257 122 174.5 F 383 92 160.7 F 308 110 310.5 F 605 NBT 223 60.7 E 254 291 53.3 D 251 421 70.6 E 477 463 78.7 E 513 610 77.4 E 773 623 69.1 E 678 NBR 169 11.7 B 214 271 14.3 B 250 264 14.6 B 310 356 20.8 C 425 354 19.3 B 410 444 27.3 C 486 EBT 1,026 33.8 C 457 1,577 48.3 D 1,278 1,020 36.6 D 528 1,630 33.0 C 1,087 1,016 38.3 D 524 1,692 46.6 D 1,357 EBR 144 4.6 A 79 81 9.9 A 45 143 7.5 A 92 81 7.7 A 63 145 11.1 B 131 80 16.5 B 72

4,240 32.4 C ‐ 4,380 36.4 D ‐ 4,877 41.6 D ‐ 4,857 43.7 D ‐ 5,489 53.8 D ‐ 5,345 56.2 E ‐ WBL 373 64.4 E 359 192 61.2 E 194 570 34.2 C 331 323 39.6 D 230 771 33.3 C 596 446 37.5 D 283 WBT 1,745 14.8 B 543 1,198 16.7 B 399 1,887 18.9 B 541 1,226 18.1 B 380 2,013 28.8 C 887 1,268 19.9 B 432 NBL 181 66.1 E 431 195 60.7 E 414 179 38.7 D 294 193 44.4 D 305 180 40.1 D 318 196 69.4 E 272 NBR 96 6.6 A 102 322 13.9 B 324 159 6.1 A 125 509 31.2 C 1,555 220 7.0 A 164 690 62.3 E 2,036 EBU 87 52.2 D 244 126 77.3 E 247 114 47.3 D 228 126 61.8 E 272 140 57.4 E 330 121 72.2 E 250 EBT 1,122 26.8 C 432 1,788 10.4 B 252 1,195 19.1 B 424 1,910 22.7 C 735 1,286 25.3 C 451 2,043 44.3 D 1,188 EBR 205 12.7 B 188 149 6.0 A 89 200 9.6 A 179 158 10.6 B 119 198 11.2 B 167 171 23.8 C 142

3,809 26.2 C ‐ 3,969 19.5 B ‐ 4,305 21.7 C ‐ 4,446 25.3 C ‐ 4,807 28.1 C ‐ 4,935 41.0 D ‐

Overall

8 ‐ Old US 41 at Rail Head Blvd (Signalized)

9 ‐ Old US 41 at Via Palacio Ave (Signalized)

Old US 41

Overall

Via Palacio Ave

Old US 41

Old US 41

Old US 41

Rail Head Blvd

6 ‐ Old US 41 at Collier Center Way

Old US 41

Overall

7 ‐ Old US 41 at Sun Century Rd/Sterling

Oaks Dr

Old US 41

Old US 41

Overall

Old US 41

12 ‐ Old US 41 at Bonita Beach Rd (Signalized)

Old US 41

Bonita Beach Rd

Old US 41

Bonita Beach Rd

Overall

Overall

10 ‐ Old US 41 at Mediterra Dr (Signalized)

Old US 41

Mediterra Dr

Old US 41

Overall

11 ‐ Old US 41 at New Quadrant Rd and Industrial Rd (Signalized)

Old US 41

New Quadrant Rd

Old US 41

Industrial Rd

Intersection

13 ‐ Bonita Beach Rd at Race Track Rd

(Signalized)

Bonita Beach Rd

Race Track Rd

Bonita Beach Rd

Overall

Approach Movement

Future Build AM Peak 2025 Future Build PM Peak 2025 Future Build AM Peak 2035 Future Build PM Peak 2035 Future Build AM Peak 2045 Future Build PM Peak 2045

CR 887 (Old US 41) PD Study VISSIM FUTURE BUILD ANALYSIS MEMO July 2023 rcoletti Line rcoletti Text Box

Table 16 ‐ Future Build Alternative B Vissim Results

Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

SBL 96 73.6 E 210 146 79.5 E 284 109 73.7 E 256 157 111.4 F 418 128 72.7 E 255 164 208.4 F 586 SBT 2,479 28.6 C 656 1,456 21.3 C 457 2,916 27.8 C 678 1,761 28.6 C 658 3,364 18.5 B 674 2,052 23.2 C 660 SBR 293 10.6 B 228 218 6.8 A 151 295 11.2 B 226 217 8.5 A 189 295 8.4 A 191 221 8.9 A 179 WBL 231 68.0 E 445 106 63.4 E 212 249 159.2 F 708 113 100.2 F 326 151 497.2 F 772 122 223.9 F 597 WBT 30 55.2 E 160 18 54.1 D 180 30 130.1 F 325 23 88.6 F 266 16 366.5 F 286 28 175.3 F 613 WBR 81 23.6 C 182 106 27.8 C 203 93 89.4 F 348 119 51.8 D 288 56 298.4 F 309 130 140.9 F 635 NBL 473 67.0 E 388 403 67.3 E 328 470 69.7 E 379 447 94.1 F 468 444 221.4 F 1,247 495 114.0 F 2,283 NBT 1,453 17.4 B 474 2,459 25.9 C 1,210 1,769 17.6 B 667 2,950 23.7 C 1,600 2,086 14.9 B 1,251 3,417 37.9 D 3,061 NBR 147 4.2 A 92 244 11.0 B 127 151 4.7 A 115 243 17.3 B 116 150 5.0 A 99 240 43.2 D 149 EBL 94 61.5 E 236 218 81.5 F 719 149 86.0 F 731 160 694.3 F 1,710 150 570.1 F 1,711 110 1062.1 F 1,711 EBT 13 57.9 E 53 30 71.7 E 96 22 68.3 E 106 26 654.7 F 101 22 498.0 F 88 19 922.0 F 402 EBR 211 14.6 B 168 210 17.6 B 150 240 30.8 C 613 155 519.7 F 924 208 455.8 F 1,730 105 800.4 F 593

5,599 29.9 C ‐ 5,613 30.6 C ‐ 6,493 35.5 D ‐ 6,372 64.8 E ‐ 7,069 69.6 E ‐ 7,103 76.9 E ‐ SBU 107 91.8 F 271 68 55.9 E 266 106 67.3 E 243 69 143.3 F 321 106 65.0 E 239 69 151.7 F 425 SBL 21 79.7 E 271 51 77.2 E 266 22 58.1 E 243 48 115.8 F 321 20 65.3 E 239 50 127.6 F 425 SBT 2,874 8.6 A 534 1,841 1.3 A 24 3,317 14.2 B 597 2,132 4.0 A 306 3,780 11.0 B 594 2,428 7.5 A 454

Sunrise Blvd WBR 108 6.2 A 72 72 5.9 A 56 108 6.2 A 67 71 5.8 A 56 108 6.2 A 67 71 5.8 A 57 NBT 1,612 2.9 A 97 2,719 3.5 A 182 1,996 2.9 A 138 3,156 2.4 A 131 2,276 3.1 A 150 3,585 3.0 A 169

NBR 15 4.3 A 93 73 4.5 A 197 16 3.4 A 131 75 2.6 A 139 14 4.2 A 171 74 2.9 A 195

4,736 8.8 A ‐ 4,823 4.2 A ‐ 5,565 11.2 B ‐ 5,551 5.8 A ‐ 6,303 9.2 A ‐ 6,276 7.4 A ‐ SBT 2,049 26.7 C 625 1,321 15.2 B 341 2,172 39.9 D 664 1,414 19.9 B 456 2,294 44.5 D 671 1,499 24.8 C 523

SBR 85 2.8 A 65 82 3.3 A 58 113 3.7 A 62 94 2.6 A 63 142 4.1 A 67 109 2.9 A 54

WBL 926 57.1 E 588 599 67.3 E 362 1,262 62.9 E 842 794 79.1 E 559 1,585 88.5 F 1,038 1,004 92.2 F 838 WBT 30 54.4 D 170 49 64.8 E 155 29 45.6 D 160 53 76.0 E 284 29 61.8 E 162 58 80.2 F 334 WBR 66 13.7 B 91 46 13.1 B 69 67 15.1 B 86 48 12.4 B 68 68 28.2 C 76 49 17.2 B 71 NBT 1,207 24.7 C 363 1,837 7.5 A 508 1,337 14.2 B 389 1,928 15.2 B 377 1,415 17.4 B 446 2,021 20.1 C 486 NBR 620 3.3 A 121 1,017 3.9 A 316 867 3.8 A 246 1,372 2.9 A 188 1,079 3.8 A 328 1,722 3.6 A 262 EBL 42 62.1 E 128 89 68.2 E 185 52 64.4 E 183 123 85.4 F 330 64 64.9 E 192 156 83.9 F 421 EBT 39 67.5 E 112 47 70.2 E 141 41 75.4 E 151 46 93.7 F 142 42 83.1 F 133 47 94.3 F 160 EBR 26 70.3 E 94 33 69.0 E 128 31 77.1 E 109 41 90.5 F 134 39 82.4 F 133 49 92.4 F 155

5,089 29.3 C ‐ 5,119 18.3 B ‐ 5,971 33.5 C ‐ 5,912 25.0 C ‐ 6,756 42.4 D ‐ 6,713 30.5 C ‐ US 41 SBT 2,115 1.2 A 95 1,382 1.8 A 201 2,246 11.9 B 430 1,467 2.2 A 144 2,365 15.9 B 666 1,546 2.6 A 172

NBU 31 78.1 E 102 28 97.6 F 94 56 96.4 F 140 37 81.1 F 106 81 106.6 F 212 50 95.5 F 167 NBT 1,284 0.6 A 0 1,949 1.1 A 0 1,402 0.5 A 0 2,061 1.5 A 47 1,466 0.7 A 0 2,171 2.7 A 65

3,430 1.7 A ‐ 3,358 2.2 A ‐ 3,703 8.9 A ‐ 3,565 2.6 A ‐ 3,912 12.1 B ‐ 3,767 3.9 A ‐ SBL 421 59.6 E 338 647 58.3 E 570 597 56.1 E 446 871 33.8 C 456 774 54.7 D 730 1,082 41.1 D 1,066 SBT 2,109 5.1 A 293 1,376 4.0 A 188 2,240 4.3 A 262 1,459 2.7 A 157 2,365 4.4 A 300 1,538 2.8 A 147

WBL 8 67.4 E 47 5 74.1 E 37 9 66.7 E 52 7 41.1 D 41 10 68.3 E 62 8 51.4 D 42

WBR 687 48.2 D 545 443 36.1 D 277 901 50.7 D 598 590 24.3 C 356 1,109 48.0 D 766 725 24.3 C 412 NBT 1,275 25.6 C 555 1,981 40.9 D 826 1,392 37.0 D 618 2,032 36.5 D 916 1,453 42.3 D 629 2,140 45.3 D 963

NBR 9 10.0 B 55 24 30.8 C 65 11 22.5 C 58 29 21.7 C 68 13 31.9 C 66 35 32.5 C 65

4,508 22.7 C ‐ 4,476 31.6 C ‐ 5,150 27.4 C ‐ 4,989 24.6 C ‐ 5,724 29.4 C ‐ 5,528 29.9 C ‐

SBL 19 4.6 A 38 24 7.2 A 43 27 7.1 A 50 37 13.2 B 76 34 11.7 B 74 52 24.5 C 99

SBT 974 0.7 A 0 658 0.3 A 0 1,308 1.2 A 10 869 0.6 A 0 1,634 9.5 A 552 1,085 1.7 A 69 WBL 46 11.0 B 113 26 12.0 B 100 55 14.6 B 115 32 16.8 C 103 65 35.8 E 161 39 24.7 C 110 WBR 20 7.0 A 117 17 8.3 A 103 25 8.1 A 119 21 9.9 A 105 31 16.0 C 165 24 16.0 C 114 NBT 634 0.2 A 0 1,019 0.3 A 0 879 0.3 A 0 1,355 0.4 A 0 1,088 0.5 A 19 1,701 1.8 A 163

NBR 25 1.1 A 0 52 1.0 A 0 29 1.0 A 0 62 1.1 A 0 33 1.1 A 0 69 1.3 A 0

1,718 0.9 A ‐ 1,797 0.6 A ‐ 2,324 1.3 A ‐ 2,376 1.0 A ‐ 2,886 6.7 A ‐ 2,969 2.5 A ‐ SBL 71 11.7 B 112 123 23.8 C 171 98 20.9 C 142 140 43.3 D 261 124 34.8 C 202 151 68.4 E 304 SBT 898 11.1 B 480 607 13.1 B 253 1,200 17.8 B 537 812 21.4 C 478 1,503 19.6 B 545 1,019 23.0 C 526 SBR 156 4.9 A 92 126 4.6 A 86 215 8.3 A 158 170 5.6 A 88 272 9.0 A 171 215 8.0 A 125 WBL 89 30.8 C 138 68 32.8 C 106 115 33.7 C 168 91 55.1 E 167 146 39.1 D 224 114 109.7 F 278 WBT 543 42.5 D 311 335 41.8 D 202 685 51.1 D 493 433 55.9 E 291 836 56.0 E 637 528 62.9 E 368 WBR 63 6.0 A 71 90 7.0 A 72 126 8.2 A 92 116 9.8 A 92 179 14.3 B 161 146 15.9 B 148 NBT 604 20.2 C 314 980 26.6 C 542 849 28.1 C 495 1,297 30.7 C 791 1,050 33.0 C 597 1,622 42.3 D 1,030

NBR 50 5.4 A 56 59 9.1 A 54 69 7.9 A 67 73 14.7 B 49 82 10.7 B 59 90 25.3 C 62

EBL 143 61.8 E 163 138 60.4 E 152 241 69.2 E 218 209 64.8 E 208 340 83.0 F 318 269 64.6 E 254 EBT 282 45.0 D 266 550 51.0 D 439 362 49.4 D 308 689 59.2 E 585 442 48.3 D 322 853 94.4 F 842 EBR 5 40.2 D 266 6 47.9 D 439 4 43.3 D 308 7 60.0 E 585 6 47.7 D 322 7 81.3 F 842

2,904 24.8 C ‐ 3,079 29.7 C ‐ 3,963 31.4 C ‐ 4,036 37.3 D ‐ 4,980 35.5 D ‐ 5,014 50.5 D ‐

Future Build PM Peak 2025 Future Build AM Peak 2035 Future Build PM Peak 2035 Future Build AM Peak 2045 Future Build PM Peak 2045Future Build AM Peak 2025

MovementApproachIntersection

4 ‐ Old US 41 at Gulf Coast

Dr

Old US 41

Old US 41

Overall

5 ‐ Old US 41 at Veterans Memorial Extension (Signalized)

Old US 41

Veterans Memorial Extension

Veterans Memorial Extension

Overall

Gulf Coast Dr

22 ‐ US 41 and U‐turn North (Signalized)

US 41

Overall

3 ‐ US 41 at Veterans Memorial Extension (Signalized)

US 41

Veterans Memorial Extension

US 41

Overall

21 ‐ US 41 and U‐turn South (Signalized)

US 41

Overall

2 ‐ Old US 41 at

US 41

(Signalized)

US 41

Old US 41

US 41

Old US 41

Overall

US 41

1 ‐ US 41 at Wiggins Pass Road (Signalized)

US 41

Wiggins Pass Rd

US 41

Wiggins Pass Rd

Overall

CR 887 (Old US 41) PD Study VISSIM FUTURE BUILD ANALYSIS MEMO July 2023 rcoletti Line rcoletti

Table 16 ‐ Future Build Alternative B Vissim Results

Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

Volume Delay (s/veh)

LOS

Max Queue (ft.)

SBU 7 2.6 A 55 7 5.5 A 51 8 5.7 A 92 8 12.4 B 92 10 11.9 B 126 10 17.5 C 135

SBL 78 3.2 A 55 30 6.3 A 51 106 6.6 A 92 64 12.0 B 92 136 10.3 B 126 99 19.2 C 135 SBT 1,127 1.1 A 49 854 0.3 A 0 1,526 4.3 A 413 1,119 1.4 A 82 1,915 13.4 B 727 1,384 3.8 A 305

Collier Center Way WBR 91 7.1 A 125 130 10.0 A 150 116 8.7 A 150 159 16.3 C 196 144 10.7 B 159 187 31.4 D 332 NBT 718 0.3 A 0 1,186 0.3 A 0 1,097 0.4 A 0 1,592 0.4 A 0 1,432 0.4 A 0 2,000 0.5 A 14

NBR 92 0.6 A 0 21 0.4 A 0 120 0.6 A 0 28 0.4 A 0 139 0.6 A 0 36 0.4 A 0

2,113 1.2 A ‐ 2,227 1.0 A ‐ 2,971 3.0 A ‐ 2,971 1.9 A ‐ 3,776 7.8 A ‐ 3,717 3.9 A ‐

SBL 59 4.7 A 64 20 7.0 A 49 80 8.0 A 70 31 15.8 C 77 96 13.3 B 122 40 26.5 D 88

SBT 1,109 1.1 A 32 785 0.5 A 2 1,505 1.7 A 69 1,047 1.0 A 27 1,893 3.2 A 410 1,329 1.4 A 100

SBR 16 1.6 A 0 13 1.0 A 0 18 1.9 A 0 22 1.7 A 0 23 3.0 A 0 28 2.1 A 0

Sun Century Rd WBR 46 6.9 A 96 67 8.2 A 70 62 7.7 A 105 81 10.8 B 88 77 9.2 A 118 93 14.8 B 116 NBU 62 7.4 A 72 83 5.5 A 89 75 12.7 B 114 102 9.1 A 154 94 25.9 D 174 119 13.7 B 203 NBL 8 6.4 A 51 46 5.0 A 68 12 14.2 B 96 66 10.3 B 137 16 25.3 D 156 86 17.0 C 185 NBT 701 0.3 A 5 1,182 0.6 A 5 1,072 0.7 A 54 1,574 0.7 A 41 1,395 0.9 A 97 1,969 1.0 A 61

NBR 44 1.0 A 5 13 1.1 A 5 57 1.4 A 54 21 1.3 A 41 77 1.5 A 97 27 1.8 A 61

Sterling Oaks Dr EBR 39 7.2 A 69 23 5.7 A 46 50 9.3 A 68 30 7.6 A 50 63 13.7 B 87 37 8.3 A 52 2,085 1.4 A ‐ 2,232 1.2 A ‐ 2,932 2.1 A ‐ 2,972 1.8 A ‐ 3,733 3.5 A ‐ 3,727 2.6 A ‐

SBL 137 9.5 A 127 45 9.3 A 65 144 11.7 B 124 64 16.3 B 96 149 23.3 C 172 79 27.8 C 131 SBT 1,106 6.2 A 528 721 4.0 A 228 1,507 6.5 A 625 988 9.3 A 544 1,893 12.6 B 1,305 1,257 10.9 B 679 WBL 52 54.8 D 290 61 53.8 D 307 72 70.6 E 497 75 73.0 E 449 92 69.5 E 686 88 100.0 F 673 WBR 79 26.9 C 294 117 30.9 C 311 112 45.6 D 501 144 50.1 D 453 143 50.5 D 691 172 79.4 E 677

NBU 25 11.8 B 63 31 6.3 A 30 35 16.1 B 76 37 10.5 B 50 42 29.6 C 97 42 10.4 B 49

NBT 644 4.0 A 220 1,162 3.7 A 177 989 7.0 A 194 1,513 5.7 A 275 1,283 11.0 B 380 1,868 9.1 A 555

NBR 80 2.9 A 60 62 2.3 A 44 113 3.6 A 75 122 3.2 A 46 146 4.6 A 71 178 5.0 A 83

2,122 7.7 A ‐ 2,198 6.8 A ‐ 2,972 9.9 A ‐ 2,943 11.0 B ‐ 3,748 15.2 B ‐ 3,683 15.4 B ‐ SBT 1,207 2.3 A 276 752 1.5 A 164 1,614 2.6 A 348 1,020 2.6 A 321 1,991 2.9 A 525 1,298 2.8 A 373

SBR 3 2.1 A 8 28 1.6 A 51 3 4.4 A 13 37 1.9 A 49 4 2.4 A 22 47 2.4 A 45

NBL 10 10.0 A 9 46 5.0 A 34 13 10.8 B 30 59 7.4 A 56 15 17.8 B 24 74 8.8 A 56

NBT 715 1.5 A 180 1,230 1.2 A 231 1,074 1.7 A 237 1,619 0.9 A 155 1,389 2.2 A 356 1,985 1.0 A 141

EBL 11 56.6 E 45 8 55.6 E 41 17 56.2 E 65 10 61.7 E 47 20 59.1 E 59 12 68.5 E 52

EBR 32 7.2 A 40 18 6.2 A 29 40 8.7 A 50 23 7.7 A 37 50 10.8 B 58 28 7.8 A 37

1,977 2.4 A ‐ 2,081 1.7 A ‐ 2,761 2.7 A ‐ 2,768 2.0 A ‐ 3,468 3.1 A ‐ 3,443 2.2 A ‐ SBL 60 5.4 A 50 43 9.8 A 53 83 9.8 A 77 59 11.4 B 80 102 14.8 B 103 77 19.5 B 112 SBT 1,178 1.4 A 141 737 2.0 A 158 1,559 5.0 A 635 995 4.2 A 378 1,918 7.2 A 774 1,262 6.2 A 526 WBL 34 53.9 D 93 42 51.6 D 100 56 60.5 E 144 57 63.4 E 139 74 59.8 E 164 71 61.6 E 157

WBR 50 6.1 A 87 56 7.6 A 81 81 6.9 A 93 74 9.2 A 101 112 9.0 A 100 91 11.6 B 104

NBT 679 2.6 A 122 1,201 1.7 A 163 1,017 2.8 A 211 1,573 3.7 A 334 1,325 3.9 A 356 1,927 4.9 A 676

NBR 47 2.2 A 68 37 1.7 A 63 71 2.3 A 82 52 2.6 A 69 89 2.8 A 98 62 3.0 A 69

2,047 2.9 A ‐ 2,117 3.1 A ‐ 2,868 5.4 A ‐ 2,809 5.3 A ‐ 3,619 7.3 A ‐ 3,490 7.0 A ‐

SBL 9 9.7 A 24 7 3.8 A 14 10 14.3 B 37 8 11.8 B 31 11 22.6 C 29 9 12.6 B 35

SBT 676 12.3 B 397 435 7.0 A 217 894 16.4 B 607 585 9.7 A 392 1,073 23.2 C 748 727 12.8 B 504

SBR 3 15.5 B 397 1 5.1 A 217 5 13.5 B 607 1 2.7 A 392 5 14.4 B 748 2 8.3 A 504

WBL 559 45.2 D 364 336 50.1 D 250 745 46.9 D 515 474 58.6 E 366 939 43.5 D 606 610 56.7 E 465

WBT 2 38.6 D 43 1 29.8 C 35 3 37.8 D 50 1 58.3 E 41 4 26.6 C 49 1 22.8 C 35

WBR 9 5.8 A 87 4 8.9 A 79 12 7.5 A 94 7 7.0 A 85 14 8.4 A 93 7 7.9 A 79

NBL 2 22.2 C 16 3 10.6 B 16 4 19.0 B 18 4 12.7 B 9 3 27.9 C 9 3 48.6 D 17

NBT 489 11.9 B 301 697 9.1 A 200 792 6.9 A 287 925 10.5 B 527 1,081 13.5 B 967 1,161 32.0 C 1,638 NBR 238 3.3 A 93 568 9.2 A 407 316 4.1 A 68 707 14.1 B 548 376 7.7 A 132 845 31.7 C 1,511

EBL 0 0.0 A 51 1 75.8 E 53 0 0.0 A 47 1 102.0 F 60 0 0.0 A 56 1 102.0 F 60

EBT 1 87.1 F 51 1 83.2 F 53 1 61.6 E 47 1 85.6 F 60 1 44.6 D 56 1 85.8 F 60

EBR 3 59.6 E 51 6 69.3 E 53 3 71.0 E 47 7 70.7 E 60 7 64.2 E 56 7 70.7 E 60

1,991 20.5 C ‐ 2,060 15.6 B ‐ 2,785 20.5 C ‐ 2,721 19.9 B ‐ 3,513…