7.0 Preferred Alternative with Service Road Concept

Transcription

1 .0 Preferred Alternative with Service Road Concept This section evaluates the traffic operations for all of the study years for the Build conditions as related to the Preferred Alternative with Service Road Concept. This alternative is a variation of the Preferred Alternative discussed in Section.0 and reflects the condition in which the entire SR 29-Wekiva Parkway would be a tolled expressway. Due to limited transportation funds from other sources, the SR 29- Wekiva Parkway project may need to utilize toll revenues to be considered cost feasible. This alternative represents a tolled expressway along the Preferred Alternative alignment discussed in Section.0. As part of addressing community impacts related to the conversion of an existing non-tolled state roadway into a tolled expressway, a service road is included in this alternative to provide a free option for traffic movement between Lake and Seminole Counties. The Preferred Alternative with Service Road Concept includes the same recommended alignment and lane configuration as the Preferred Alternative, including a connection to I- in at SR 1. The main differences between the Preferred Alternative and the Preferred Alternative with Service Road Concept are the toll structure, the service road and interchange access in east. The roadway network and lane configuration associated with the Preferred Alternative with Service Road Concept inside the project area of influence are shown in Figures -1A (Orange and Lake Counties) and -1B (). The final alignments and characteristics of the Wekiva Parkway and SR Bypass projects are included in the Preferred Alternative with Service Road Concept as described below. This section also contains the study area traffic volumes (AADTs and DDHVs) and the corresponding operational analysis associated with the Preferred Alternative with Service Road Concept. The volumes projected for the SR 29/1 (John Land Apopka Expressway) for the Year 2032 are comparable to projected volumes in previous studies. Operational analyses were conducted for roadway segments, freeway elements, ramps and intersections..1 Preferred Alternative with Service Road Concept Description As the proposed expressway extension of SR 29, Wekiva Parkway begins at the planned terminus of SR 1/SR 29 (John Land Apopka Expressway) at an interchange with US 1 in in the vicinity of CR 3 (Plymouth Sorrento Road). From this interchange, Wekiva Parkway extends to the north with an alignment just to the west of CR 3. In the Preferred Alternative with Service Road Concept, the local access interchange in is located at Kelly Park Road just to the west of Plymouth Sorrento Road. The portion of Wekiva Parkway is a four-lane limited access, tolled expressway. However, this section of Wekiva Parkway will be designed to be expandable to six lanes in the future, if necessary. Auxiliary lanes will be provided north of the Kelly Park Road local access interchange to a systems interchange with the SR Bypass near the Orange/Lake County Line. The mainline toll, located between Ponkan Road and Kelly Park Road, and the ramp toll on the Kelly Park Road interchange ramps to and from the north were assumed to be $1.00 and $0., respectively. These toll rates may be modified in future stages of this project. From the systems interchange with the SR Bypass near the Orange/ Line, Wekiva Parkway extends east and northeast into to the existing SR corridor. In east, Wekiva Parkway is proposed as a replacement to the existing SR between Mount Plymouth and the Wekiva River. Local access to Page 12

2 ( BRITT RD. ( ± 1 Miles k La nt m Se B y e ol in u Co nt y 92 1 SEE FIGURE -1B FOR SEMINOLE COUNTY ( GE ORAN E. LIMIT AVE 1 Sorrento ( WEKIVA RIVER RD WOLF BRANCH RD U.S. 1 and S.R. Interchange Inset 33 Mount Plymouth 3 RD PLYMOUTH-SORRENTO 3 n ty WEKIVA SPRINGS RD. THOMPSON ROAD 3A MARKHAM WOODS RD E E WILLIAMSON RD HIGHLAND AVE GE AV E 3 NU E ( MONTGOMERY RD 3 ( LINE DR 2 PIEDMONT/WEKIVA RD FLYOVER RAMP SHEELER AVE BRADSHAW ROAD 3 CENTRAL AVENUE 2 BEAR LAKE RD N. PARK AVENUE VICK RD VOTAW RD RD Apopka S 8 Lanes OR AN NG RI SIGNALIZED INTERSECTIONS Lanes EH WY 239 SP Lanes DIX I 23 A IV NU E GEOMETRY LEGEND 2 Lanes OL D GE AV E 23 EK W BUILD (2032) CONDITIONS OR AN LAKE MARY BLVD Co u Co u WELC H RD HIGHLAND AVE le ge ino Or an JUNCTION RD. YOTHERS RD See Interchange Inset 2 1 Se m PONKAN RD 31B n ty N. ROCK SPRINGS RD PLYMOUTH-SORRENTO RD GOLDEN GEM RD JONES RD 3 ( PEARL LAKE CSWY MAITLAND AV FOLIAGE WY EFFIE RD ROUND LAKE RD U.S. 1 and S.R. 29 Interchange Inset KELLY PARK RD Figure -1A A HAAS RD ONDICH RD SADLER AVE IN T 1 ER NA TIO A NA L 31 See Interchange Inset BLVD PK WY Mount Dora A DOUGLAS AVE e u Co ( Page 13

3 RINEHART RD RINEHART RD Miles ± ORANGE BLVD Wekiva River WEKIVA PARK DR HENDERSON LN LONGWOOD-MARKHAM RD. LAKE MARKHAM RD OREGON ST 31 LAKE FOREST BLVD INTERNATIONAL PKWY TOWNE CENTER BLVD ( St Johns Pkwy. 1 A 31 Sanford Figure -1B BUILD (2032) CONDITIONS GEOMETRY 1 Lane One Way LEGEND 2 Lanes One Way 2 Lanes Lanes Lanes 8 Lanes A SIGNALIZED INTERSECTIONS Page 1

4 properties and neighborhoods along the existing corridor will be provided with one local access interchange in the Neighborhood Lakes area. In, Wekiva Parkway is proposed to be a four-lane limited access tolled expressway from the Line to the Neighborhood Lakes interchange. From the Neighborhood Lakes interchange to the Line it is a six-lane limited access tolled expressway. Local access to properties along the existing SR and CR A corridors in east will be provided via a two lane service road that will be constructed on the north side of the tolled expressway. As part of the Wekiva Parkway project, CR A is expected to be realigned to connect to SR approximately four miles west of its current terminus. The mainline toll, located east of the Neighborhood Lakes interchange, and the ramp toll on the Neighborhood Lakes interchange ramps to and from the south were assumed to be $3.00 and $1.0, respectively. These toll rates are preliminary and were developed for use in support of the PD&E Study. These toll rates may be modified in later phases of the project. The SR Bypass provides a connection from SR to the east of Mount Dora with the Wekiva Parkway. This bypass begins at the US 1/SR interchange in Lake County and extends to the east along the existing SR corridor. As part of the SR Bypass, the US 1/SR interchange will be rebuilt as a signalized intersection with direct ramps between US 1 to the north of the interchange to SR east of the interchange to accommodate the shift in traffic patterns due to Wekiva Parkway. Near Round Lake Road, the bypass turns southeast into and terminates at a systems interchange with Wekiva Parkway. This bypass consists of a six-lane divided, controlled access roadway along the existing alignment of SR from US 1 to the vicinity of Round Lake Road. From east of Round Lake Road to Wekiva Parkway, the bypass is expected to be a four-lane limited access facility. Upon crossing the Wekiva River into, the expressway continues east to a connection with I- at the existing I-/SR 1 interchange. Local access to and from Wekiva Parkway within the SR corridor is provided via one-way one-lane and two-lane frontage roads. The frontage road system in this alternative is generally between the Wekiva River and Orange Boulevard, where Wekiva Parkway leaves the SR corridor to connect to I- at SR 1. Two-lane frontage roads are proposed from the slip ramps west of Longwood Markham Road to the east, while one-lane frontage roads are proposed for the section of the frontage road system to the west of these slip ramps. Wekiva Parkway has a local access interchange with International Parkway in addition to its systems interchange with I- at SR 1. Under the Preferred Alternative with Service Road Concept, traffic from International Parkway would not be able to access I- via Wekiva Parkway. In, Wekiva Parkway is a six-lane limited access tolled expressway. A toll of $1.00 is assumed on the frontage road slip ramps on Wekiva Parkway to and from the east. There are no toll collection facilities on the ramps at the International Parkway interchange..2 Operational Analysis The projected operating levels of service for the mainline roadway, ramps and intersections were analyzed for opening (2012), interim (2022) and design (2032) years under the Build Condition. The roadway segments were analyzed using FDOT LOS standards, the freeway elements and intersections were analyzed using HCS+ Version.2 and the intersections in were analyzed using the Synchro.0 analysis software. Intersection signal timing and phasing provided by Orange, Lake and Seminole Counties were optimized to analyze the Preferred Alternative with Service Road Concept. Operation and geometric parameters used in the LOS analysis discussed below can be found in the Appendix E. Page 1

5 .2.1 Build 2012 Preferred Alternative with Service Road Concept The LOS analyses for Year 2012 are presented in this section. The results of the 2012 roadway segment LOS analyses are summarized in Tables.1,.2 and.3 for Orange, Lake and Seminole Counties, respectively. The two sections below highlight the roadway segments that are expected to operate below the LOS D standard, specifically at LOS E and LOS F. All other roadway segments in the project area are expected to operate at LOS D or better for peak hour, peak direction traffic conditions Roadway Segments Operating at LOS E While most of the roadways shown in the following tables are projected to operate at LOS D or better during the peak hour, several segments are expected to operate at capacity with LOS E for peak hour, peak direction traffic primarily due to heavy congestion: CR 3 from US 1 to Votaw Road SR from CR 3 to CR 3 Wolf Branch Road from US 1 to Round Lake Road I- from SR 3 to Lake Mary Blvd. I- from US 1/92 to North of US 1/92 SR from I- to Town Center Blvd Roadway Segments Operating at LOS F The following roadway segments are expected to operate at LOS F for peak hour, peak direction traffic due to overcapacity conditions: US 1 from SR 3 to CR 3 US 1 from SR 1/SR 29 to Ponkan Road SR 3 from Piedmont-Wekiva Road to line SR from CR 3 to CR A Re-Alignment US 1/92 from I- WB On-Ramp to CR 1 SR 3 from Orange/ Line to SR 3 SR 3 from I- to Palm Springs Road Page 1

6 CR A from International Parkway to Rinehart Road Rinehart Road from Anderson Lane to CRA TABLE.1 BUILD (2012) ROADWAY SEGMENT LOS SUMMARY ORANGE COUNTY Roadway From To LOS U.S. 1 Ponkan Rd. B Wekiva Parkway Ponkan Rd. Kelly Park Rd. B Kelly Park Rd. S.R. Bypass A U.S. 1 Hiawassee Rd. B S.R. 1 Hiawassee Rd. Keene Rd. A Keene Rd. S.R. 1 A S.R. 1/S.R. 29 S.R. 1 U.S. 1 B S.R. 1 S.R. 1 U.S. 1 A S.R. 3 C.R. 3 F C.R. 3 S.R. 1 F S.R. 1 C.R. 3 F U.S. 1 C.R. 3 S.R. 1/S.R. 29 C S.R. 1/S.R. 29 Ponkan Rd. F Ponkan Rd. Sadler Ave. C Sadler Ave. S.R. C S.R. 3 U.S. 1 Piedmont-Wekiva Rd. C Piedmont-Wekiva Rd. Line F U.S. 1 Votaw Rd. E Votaw Rd. Welch Rd. D C.R. 3 Welch Rd. Ponkan Rd. D Ponkan Rd. Kelly Park Rd. C Kelly Park Rd. Line C U.S. 1 Ponkan Rd. C C.R. 3 Ponkan Rd. Kelly Park Rd. D Kelly Park Rd. Line D Ponkan Rd. Sadler Ave. C Round Lake Rd. Sadler Ave. Kelly Park Rd. C Kelly Park Rd. Ondich Rd. C Ondich Rd. Line C U.S. 1 Round Lake Rd. D Ponkan Rd. Round Lake Rd. C.R. 3 D C.R. 3 C.R. 3 C Kelly Park Rd. Round Lake Rd. C.R. 3 C C.R. 3 C.R. 3 D Sadler Ave. Line U.S. 1 D U.S. 1 Round Lake Rd. C Ondich Rd. Round Lake Rd. C.R. 3 C Haas Rd. C.R. 3 C.R. 3 C Page 1

7 Table.1 Build (2012) Roadway Segment LOS Summary (Continued) Roadway From To LOS Ponkan Rd. Lester Rd. C Vick Rd. Lester Rd. Welch Rd. C Welch Rd. Martin St. D Martin St. Old Dixie Hwy. D Old Dixie Highway C.R. 3 Errol Pkwy. C Errol Pkwy. C.R. 3 C Yothers Rd. U.S. 1 C.R. 3 C TABLE.2 BUILD (2012) ROADWAY SEGMENT LOS SUMMARY - LAKE COUNTY Roadway From To LOS S.R. Bypass - Limited U.S. 1 S.R. West/S.R. Bypass B Access S.R. West/S.R. Bypass S.R. 29 B Wekiva Parkway S.R. Bypass Old S.R. B Old S.R. Lake/Seminole Co. Line B Wekiva Parkway Service Rd. S.R. C.R. 33 C C.R. 33 Wekiva River Rd. C Wekiva River Rd. Lake/Seminole Co. Line C U.S. 1 S.R. C.R. B B C.R. 00A U.S. 1 C U.S. 1 Round Lake Rd. B S.R. Round Lake Rd. C.R. 3 C C.R. 3 C.R. 3 E C.R. 3 C.R. A Re-Alignment F C.R. A Re-Alignment Wekiva Parkway IC B S.R S.R. 19 C.R. A C C.R. 3 Line S.R. D S.R. S.R. D C.R. 3 Line S.R. D C.R. A S.R. S.R. C C.R. 33 S.R. South of S.R. C Round Lake Rd. Line S.R. C S.R. Wolf Branch Rd. C Wolf Branch Rd. U.S. 1 Round Lake Rd. E Round Lake Rd. C.R. 3 D Wekiva River Rd. S.R. South of S.R. C Page 18

8 TABLE.3 BUILD (2012) ROADWAY SEGMENT LOS SUMMARY SEMINOLE COUNTY Roadway From To LOS Lake/Seminole Co. Line Longwood-Markham Rd. B Wekiva Parkway Longwood-Markham Rd. Lake Markham Rd. B Lake Markham Rd. Orange Blvd./S.R. B Orange Blvd./S.R. I- South S.R. 1 B Wekiva Pkwy. EB Off/WB On Ramp Longwood Markham Rd. C Longwood Markham Rd. Wekiva Pkwy. EB On/WB Off Ramp B Wekiva Parkway EB and WB C-D Rd. Wekiva Pkwy. EB On/WB Off Ramp Lake Markham Rd. A Lake Markham Rd. Wekiva Pkwy. EB Off/WB On Ramp B Wekiva Pkwy. EB Off/WB On Ramp Orange Blvd./S.R. B S.R. 3 S.R. 3 E S.R. 3 Lake Mary Blvd. E Interstate Lake Mary Blvd. C.R. A / S.R. 1 C C.R. A / S.R. 1 S.R. C(EB) B(WB) S.R. U.S. 1/92 C U.S. 1/92 North of U.S. 1/92 E S.R. 1 Interstate Rinehart Rd. B Rinehart Rd. C.R. A C North of I- WB on ramp I- WB on Ramp C U.S. 1/92 I- WB on Ramp CR 1 F CR 1 South of CR 1 D C.R. 31 Lake Forest Blvd. C Lake Forest Blvd. International Pkwy. C International Pkwy. Oregon St/Wayside Dr C S.R. Oregon St/Wayside Dr Interstate C Interstate Town Center Blvd E Town Center Blvd C.R. 31B C C.R. 31B CR 1 C Line S.R. 3 F S.R. 3 S.R. 3 Interstate D Interstate Palm Springs Rd. F Orange Blvd. International Pkwy. C International Pkwy. Colonial Center Pkwy. F C.R. A Colonial Center Pkwy. I- F I- Rinehart Rd F Rinehart Rd East of Rinehart Rd D C.R. A Markham Rd. D C.R. 31 Markham Rd. S.R. C S.R. I- C I- CR 1 C South of CR 31 CR 31 C C.R. 1 CR 31 I- EB on Ramp D I- EB on Ramp U.S. 1/92 D Page 19

9 Table.3 Build (2012) Roadway Segment LOS Summary (Continued) Roadway From To LOS Anderson Lane CR A F CR A Town Center Blvd. D Rinehart Rd Town Center Blvd. SR 1 D SR 1 St Johns Pkwy. C St Johns Pkwy. SR C Lake Mary Blvd. C.R. A D International Parkway C.R. A SR 1 Ramps D SR 1 Ramps S.R. C Markham Road Longwood-Markham Rd. Markham Woods Rd. C Markham Woods Rd. Orange Blvd. C Longwood-Markham Rd. S.R. C.R. A C Wekiva Park Dr SR North of SR C Lake Markham Rd. S.R. C.R. A C N Oregon Street North of S.R. S.R. D Wayside Drive South of S.R. S.R. C Figures -2A (Orange and Lake Counties) and -2B () show the 2012 Build AADTs that were used to determine the 2012 Build DDHVs. The 2012 DDHVs and corresponding LOS for the roadway elements are illustrated in Figures -3A (Orange and Lake Counties) and -3B (). Page 10

10 A JUNCTION RD. GOLDEN GEM RD AITLAND AV 8A ( B Mount Dora,200 E. LIMIT AVE 2,00,00 29,00 JONES RD 1 32,00,00 BRITT RD. 21,100 3,200 3,00 2,300 3,300,00 SADLER AVE 2,00,800 Figure -2A BUILD (2012) CONDITIONS,900 ANNUAL AVERAGE DAILY TRAFFIC (AADT) LEGEND xx,xxx 2012 AADT 11,000 ROUND LAKE RD 39,200 WOLF BRANCH RD 0 ONDICH RD 3,300,900 3,800 Sorrento 12,00,200 28,000 2,100 3,000 1, EFFIE RD 2,00 1,900 ( 9,900 2,000 YOTHERS RD 8,200 3 PLYMOUTH-SORRENTO RD 0,000 3,800 HIGHLAND AVE ORANGE AVENUE 8,200 10,300 9,900 2,100,800,200 1,800 8,900 3 FOLIAGE WY 19,900 1,800 ( PONKAN RD 11,000 1,900 8,200 3, ,00 HAAS RD OLD DIXIE HWY,900,900 3,00 20, ,0 KELLY PARK RD VICK RD,800 BRADSHAW ROAD 3 3A 2,800 10,00 2,300,00 2 CENTRAL AVENUE 10,00 N. ROCK SPRINGS RD N. PARK AVENUE,00 Mount Plymouth 1,0 2,200 2,00 2,00,000 Apopka WELCH RD 3,000 2 HEELER AVE A,00 1,00 THOMPSON ROAD 1,000 2,300 VOTAW RD 3,800 33, ( 3 1 1,800 PIEDMONT/WEKIVA RD WEKIVA SPRINGS RD. 8,00 Miles ±,000 LINE DR 33, BEAR LAKE RD 23 1,900 1,200 2 WEKIVA RIVER RD WEKIVA SPRINGS RD ( 3 PEARL LAKE CSWY 0, MONTGOMERY RD A DOUGLAS AVE SEE FIGURE -2B FOR SEMINOLE COUNTY 28 MARKHAM WOODS RD 131,900 E E WILLIAMSON RD 1, ,200 INTERNATIONAL PKWY 23 ( ,300 2 ORANGE BLVD 31B A ( 3 22 ( LAKE MARY BLVD Page 11 OLD Æ 1

11 RINEHART RD 2,800 3,00 12,00,300, Miles ±,900 1,900 ORANGE BLVD,300 19,100 13,800,00 13,00 33,100 Wekiva River WEKIVA PARK DR ,000 2,000 32,00,300 1,00 3,00,900 OREGON ST 11,900 8,00 13, ,000 LONGWOOD-MARKHAM RD. A,300 3,00,0 1,00 2,800 LAKE MARKHAM RD 2,800 2,200 1,00 3,0 3,0 3,00 3,00,10 28,00,20 1,00,20 31,200 HENDERSON LN 2,0 32,100 WILSON RD LAKE FOREST BLVD WAYSIDE DR 8,800 2,0,300,100 1,100 10,900,200 38,100 33,200 3,00 INTERNATIONAL PKWY,100,00,000 12,00 20,200 32,800,200 12,300 1,00 10,800 TOWNE CENTER BLVD 11,900 11,200,100 1,300 1,00 10,300 11,200 9,300 1,100 0,00 3,100 ( St Johns Pkwy. 32,800 1,300 1,800,800 8,800,300 1,800 18,00 Figure -2B BUILD (2012) CONDITIONS ANNUAL AVERAGE DAILY TRAFFIC (AADT) LEGEND 9,90 19,000 1,00 22,800 29,800 1,200 3,900 1,800 A,00 1,200 3,00,800 20,00 22,00 29,900 xx,xxx 2012 AADT 131,900 Page 12

12 JUNCTION RD. GOLDEN GEM RD WEKIVA RIVER RD ITLAND AV 8A 380 ( B Mount Dora E. LIMIT AVE 2, ,10 1,0 JONES RD BRITT RD. 1, Figure -3A BUILD (2012) CONDITIONS 20 SADLER AVE 2,020 0 DIRECTIONAL DESIGN HOURLY VOLUMES (DDHV) LEGEND xx,xxx 2012 (DDHV) LOS A, B, & C LOS D LOS E LOS F ROUND LAKE RD WOLF BRANCH RD 0 ONDICH RD 1, Sorrento EFFIE RD 1,10 1,00 ( YOTHERS RD ,00 3 PLYMOUTH-SORRENTO RD 2, HIGHLAND AVE ORANGE AVENUE ,00 3 FOLIAGE WY 1, ( 20 PONKAN RD 1, HAAS RD OLD DIXIE HWY 1,310 0 KELLY PARK RD 290 VICK RD 10 BRADSHAW ROAD 3 3A A SEE FIGURE -3B 1, N. PARK AVENUE CENTRAL AVENUE 2, N. ROCK SPRINGS RD 80 1,10 WELCH RD VOTAW RD WEKIVA SPRINGS RD ( ,10 ( 3,10 3, ,020 2, Mount Plymouth 10 1,00 80 HEELER AVE 1,10 Apopka 1,00 1,00 THOMPSON ROAD ,030 1,90 Miles ± 120 PIEDMONT/WEKIVA RD WEKIVA SPRINGS RD. LINE DR 3,010 2,030 BEAR LAKE RD PEARL LAKE CSWY 13 MONTGOMERY RD A DOUGLAS AVE 28 MARKHAM WOODS RD,30 E E WILLIAMSON RD 31, INTERNATIONAL PKWY 23 ( ORANGE BLVD FOR SEMINOLE COUNTY 31B A ( 3 22 ( LAKE MARY BLVD Page 13 O Æ

13 RINEHART RD 1,330 1,890, Miles ± ORANGE BLVD 0 1, , Wekiva River 2,030 WEKIVA PARK DR 20 2,010 OREGON ST, , , Figure -3B BUILD (2012) CONDITIONS LONGWOOD-MARKHAM RD. A DIRECTIONAL DESIGN HOURLY VOLUME (DDHV) LEGEND xx,xxx 2012 (DDHV) LOS A, B, & C LOS D LAKE MARKHAM RD , ,20 1,000 1,10 HENDERSON LN 320 1,980 1,190 1,0 WILSON RD LAKE FOREST BLVD ,20 2, A WAYSIDE DR INTERNATIONAL PKWY ,190 1,90 1,10 1,90 2, ,00 1,00 1,380 2,0 1,00 1, ,30 1,00 1, ,220 TOWNE CENTER BLVD 1,000 2,10 1, ,090 2,30 ( 1,90 90 St Johns Pkwy , ,20 Sanford LOS E LOS F,30 Page 1

14 Ramp Analyses The results of the ramp merge/diverge junctions analyses are summarized in Table. for the interchanges within the study area. Table. shows that all of the freeway elements along I- and SR 1 in the project area are expected to operate at LOS D or better during peak hour traffic conditions. The weaving analysis completed for the I- westbound C-D road shows that this segment will operate at LOS B in the Year The weaving analysis for the SR 1 westbound ramps between Rinehart Road and I- interchange will operate at LOS B. The weaving analysis for the Wekiva Parkway ramps between the SR Bypass and Kelly Park Road interchange will operate at LOS A. TABLE. BUILD (2012) FREEWAY AND RAMP LOS SUMMARY Merge Analysis Diverge Analysis Interchange Ramps Ramp Description Volume (vph) Density (pc/mi/ln) LOS Density (pc/mi/ln) LOS I- at U.S. 1/92 I- at SR I- at SR 1 I- at CR A I- EB CD Rd. I- WB CD Rd. SR 1 at Rinehart Rd. I- EB Off Ramp to U.S. 1/ A I- WB On Ramp from U.S. 1/ C - - I- EB On Ramp from U.S. 1/ D - - I- WB Off Ramp to U.S. 1/ D I- EB Off Ramp to SR (through I- EB CD) A I- WB On Ramp from SR WB (through I- WB CD) B - - I- WB On Ramp from SR EB (through I- WB CD) B - - I- EB On Ramp from SR 1, C - - I- WB Off Ramp to SR 1, C I- EB Off Ramp to SR 1 SB A 1.8 B I- EB Off Ramp to Wekiva Parkway WB 90.0 A 1. B I- WB On Ramp from SR 1 NB 30.1 A. A I- WB On Ramp from Wekiva Pkwy. EB 90.1 A 1.0 B I- EB On Ramp from SR 1 NB A. A I- EB On Ramp from Wekiva Pkwy. EB 30.8 A 1.0 B I- WB Off Ramp to SR 1 SB A 3.2 A I- WB Off Ramp to Wekiva Pkwy. WB 30.0 A 19.0 B I- EB Off Ramp to CR A 1, B I- WB On Ramp from CR A (through I- WB CD) 1, C - - I- EB On Ramp from CR A C - - I- WB Off Ramp to CR A (through I- WB CD) B I- EB Off Ramp to SR 1 SB, Wekiva Pkwy. WB and SR 1, A I- EB On Ramp from Wekiva Pkwy. EB C 1.9 A I- WB Off Ramp to Wekiva Pkwy. WB, SR 1 SB and CR A 1,00 1. B.8 A I- WB On Ramp from CR A and SR 2,10 U/C C - - SR 1 WB off Ramp to Rinehart Rd B SR 1 EB on Ramp from Rinehart Rd B - - SR 1 WB on Ramp from Rinehart Rd B - - SR 1 EB off Ramp to Rinehart Rd B U/C = ramp operates under capacity Page 1

15 Table. Build (2012) Freeway and Ramp LOS Summary (Continued) Merge Analysis Diverge Analysis Interchange Ramps Ramp Description Volume (vph) Density (pc/mi/ln) LOS Density (pc/mi/ln) LOS SR 1 at International Pkwy Wekiva Pkwy. EB CD Rd. SR 1 NB Off Ramp to International Pkwy B SR 1 SB On Ramp from International Pkwy. 0.8 A - - Wekiva Pkwy. WB On Ramp from International Pkwy A - - Wekiva Pkwy. EB Off Ramp to International Pkwy B Wekiva Pkwy. EB Off Ramp to Wekiva Pkwy. EB CD 20.0 A 13.8 B Wekiva Pkwy. EB On Ramp from Wekiva Pkwy. EB CD B.1 A Wekiva Pkwy. EB Off Ramp to SR A 3.0 A Wekiva Wekiva Pkwy. WB On Ramp from SR A.1 A Pkwy. WB Wekiva Pkwy. WB Off Ramp to Wekiva Pkwy. WB CD 10.2 A. A CD Rd. Wekiva Pkwy. WB On Ramp from Wekiva Pkwy. WB CD A 3.8 A Wekiva Wekiva Pkwy. WB Off Ramp to SR (existing) A Parkway at Wekiva Pkwy. WB On Ramp from SR (existing) B - - SR Wekiva Pkwy. EB Off Ramp to SR (existing) A (existing) Wekiva Pkwy. EB On Ramp from SR (existing) A - - Wekiva Wekiva Pkwy. WB Off Ramp to SR Bypass U/C A Parkway at Wekiva Pkwy. WB On Ramp from SR Bypass A SR Wekiva Pkwy. EB Off Ramp to SR Bypass A - - Bypass Wekiva Pkwy. EB On Ramp from SR Bypass B - - Wekiva Wekiva Pkwy. NB Off Ramp to Kelly Park Rd B Parkway at Wekiva Pkwy. NB On Ramp from Kelly Park Rd A - - Kelly Park Wekiva Pkwy. SB Off Ramp to Kelly Park Rd B Rd Wekiva Pkwy. SB On Ramp from Kelly Park Rd B - - Wekiva Wekiva Pkwy. NB Off Ramp to US 1 1, A Parkway Wekiva Pkwy. NB On Ramp from US B - - Connector Wekiva Pkwy. SB Off Ramp to US B at US 1 Wekiva Pkwy. SB On Ramp from US 1 1, B - - U/C = ramp operates under capacity Weaving Segment I- WB C-D Rd. SR 1 Westbound Wekiva Parkway at SR Bypass Weaving Analysis Ramp Description Volume Density (vph) (pc/mi/ln) LOS I- WB Off Ramp to SR 1 SB and CR A 1,20 I- WB Off Ramp to Wekiva Pkwy. WB 30 SR EB and WB Ramps to SR 1 SB, CR A and I- WB 1, B SR EB and WB Ramps to Wekiva Pkwy. WB 0 On Ramp from Rinehart Rd. to I- EB and WB 8 On Ramp from Rinehart Rd. to Intl. Pkwy. and Wekiva Pkwy. 12 SR 1 WB to I- EB and WB 1, B SR 1 WB to Intl. Pkwy. and Wekiva Pkwy. 1,38 Wekiva Parkway NB off Ramp to WB SR Bypass B Wekiva Parkway SB on Ramp from EB SR Bypass B Page 1

16 .2.1. Intersection Analyses The PM peak hour intersection analyses are summarized in Table.. All of the intersections analyzed in are projected to operate at LOS B or better. In, all of the signalized intersections along SR are expected to operate at LOS C or better for the PM peak traffic conditions. All of the intersections analyzed along the Service Road are projected to operate at LOS B or better. In, nineteen out of the twenty-one signalized intersections in the project area operate at LOS D or better whereas two signalized intersections are projected to operate at LOS E during the PM peak period. The intersections along CR A at International Parkway and Rinehart Road are expected to operate at LOS E during the PM peak period. TABLE. BUILD (2012) INTERSECTION LOS SUMMARY PM Peak Intersection Control Delay (sec/veh) LOS US 1 and CR 3 Signal 12.8 B CR 3 and Ponkan Rd Signal 9.0 A CR 3 and Kelly Park Rd Signal 12. B Wekiva Parkway Connector and Wekiva Pkwy Signal 1. B US 1 and Wekiva Pkwy Connector Signal 8.0 A CR 3 and Wekiva Pkwy Connector Signal 8.9 A Kelly Park Rd and Wekiva Pkwy SB Ramps Signal 1. B Kelly Park Rd and Wekiva Pkwy NB Ramps Signal. A SR and US 1 Signal 2. C SR and Round Lake Rd Signal 18.1 B SR and SR Bypass Signal 33.8 C SR and CR 3 Signal 2. C SR and CR 3/Niles St Signal 21.3 C SR and Realigned CR A Signal 1.1 B SR and Wekiva Pkwy Service Rd Signal 1.8 B SR (Existing) and Wekiva Pkwy WB Ramps Signal 1. A SR (Existing) and Wekiva Pkwy EB Ramps Signal 10.9 B CR A West (Old) and Wekiva Pkwy Service Rd Signal 9. A CR A (Old) and Wekiva Pkwy Service Rd Signal 13. B Wekiva Pines Blvd and Wekiva Pkwy Service Rd Signal 9.9 A Wekiva River Rd and Wekiva Pkwy Service Rd Signal 13.3 B Page 1

17 Table. Build (2012) Intersection LOS Summary (Continued) PM Peak Intersection Control Delay (sec/veh) LOS Wekiva Pkwy WB CD and Wekiva Park Dr Stop 1.8 A/B 1 Wekiva Pkwy EB CD and Wekiva Park Dr Stop 10. A/B 1 Wekiva Pkwy WB CD and Longwood Markham Rd Stop 1. A/C 1 Wekiva Pkwy EB CD and Longwood Markham Rd Stop 12.3 A/B 1 Wekiva Pkwy WB CD and Lake Markham Rd Stop 12. A/B 1 Wekiva Pkwy EB CD and Lake Markham Rd Stop 11. A/B 1 U.S. 1/92 and I- WB Ramps Signal 9.2 A U.S. 1/92 and I- EB Ramps/CR 1 Signal 31.1 C SR and CR 31 (Orange Blvd) Signal 18.3 B SR and Lake Forest Blvd Signal 8.3 A SR and International Pkwy Signal 1.1 B SR and N Oregon Ave/Wayside Dr Signal 1.8 B SR and I- WB Ramps Signal 1.9 B SR and I- EB Ramps Signal 18. B SR and Town Center Blvd Signal 28. C SR and Rinehart Rd Signal 20. C CR A and International Pkwy Signal.3 E CR A and I- WB Ramps Signal 3. D CR A and I- EB Ramps Signal 23.2 C CR A and Rinehart Rd Signal. E CR 1 and CR 31 Signal 1.8 B Rinehart Rd and St Johns Pkwy Signal 21.8 C Rinehart Rd and SR 1 NB Ramps Signal 1.3 B Rinehart Rd and SR 1 SB Ramps Signal 18.3 B Rinehart Rd and Town Center Blvd Signal 19. B International Pkwy and Wekiva Parkway SB Ramps Signal 18.0 B International Pkwy and Wekiva Parkway NB Ramps Signal 1.0 B 1. Mainline/Side Street The LOS for the freeway elements, the projected turning movement volumes and intersections are illustrated in Figures -A (Orange and Lake Counties) and -B (). Page 18

18 JUNCTION RD. AITLAND AV GOLDEN GEM RD C B ( C 3 3 A 31B 8A 3 ( A Mount Dora E. LIMIT AVE ( C BRITT RD ,0 ROUND LAKE RD 1 ( B WOLF BRANCH RD ONDICH RD ( ( HAAS RD A A 31 INTERNATIONAL PKWY ORANGE BLVD ( 1 EFFIE RD 1 OLD JONES RD SADLER AVE YOTHERS RD PLYMOUTH-SORRENTO RD FOLIAGE WY ,2 23 Sorrento ( C ( C ( B ( B ( A ( B ( A ( B ( ( A B Mount Plymouth ± Miles SEE FIGURE -B FOR SEMINOLE COUNTY %, A %, A U.S. 1 and S.R. 29 Interchange Inset ( B ( A ( B ( A PONKAN RD KELLY PARK RD See Interchange Inset VICK RD 3 N. ROCK SPRINGS RD WELCH RD ( A MARKHAM WOODS RD PLYMOUTH-SORRENTO RD ( B ( A E E WILLIAMSON RD ,2 LAKE MARY BLVD , Æ 1 Figure -A BUILD (2012) CONDITIONS TURNING MOVEMENT VOLUMES (TMV) LEGEND ( X Signalized Intersection Level of Service ") X/X Unsignalized Intersection Level of Service (Major/Minor Streets) $+ X &- X Ramp Level Of Service Weave Level Of Service HIGHLAND AVE ORANGE AVENUE 3 OLD DIXIE HWY 3A BRADSHAW ROAD 2 N. PARK AVENUE CENTRAL AVENUE Apopka 3 2 HEELER AVE THOMPSON ROAD VOTAW RD WEKIVA SPRINGS RD. 13 WEKIVA SPRINGS RD ( ( PIEDMONT/WEKIVA RD LINE DR BEAR LAKE RD PEARL LAKE CSWY MONTGOMERY RD DOUGLAS AVE 28 ( B ORANGE AVENUE ( 3 HIGHLAND AVE ( Page 19

19 RINEHART RD ± , $+ D ( A ( C Wekiva River WEKIVA PARK DR ")A/B ")A/B $+A ")A/C ")A/B LONGWOOD-MARKHAM RD. A $+A $+ B ")A/B LAKE MARKHAM RD ") A/B $+A , WAYSIDE DR ,308 LAKE FOREST BLVD HENDERSON LN 291 1,9 WILSON RD , $+ ( B B ( B ORANGE BLVD 23 1, INTERNATIONAL PKWY ,12 30 $+ $+ C A $+ B &- B $+ $+ B C 20 1, ( B TOWNE CENTER BLVD $+ C $+ C ( B ( B ( B ( B ( B ( C ( A , , , , OREGON ST $+ C 2 1,01 ( C ( C ( B &- B ( B 0 1,8 St Johns Pkwy , , , , ( B $+ D ") X/X Figure -B BUILD (2012) CONDITIONS TURNING MOVEMENT VOLUMES (TMV) LEGEND ( X Signalized Intersection Level of Service Unsignalized Intersection Level of Service (Major/Minor Streets) $+ X &- X Ramp Level Of Service Weave Level Of Service , ( E $+ C $+ C ( D A ( C ( E , , Sanford 300 1, 2 1, Page 180

20 .2.2 Build 2022 Preferred Alternative with Service Road Concept The LOS analyses for Year 2022 are presented in this section. The results of the roadway segment level of service analyses are summarized in Tables.,. and.8 for Orange, Lake and Seminole Counties, respectively. The two sections below highlight the roadway segments that are expected to operate below the LOS D standard, specifically at LOS E and LOS F. All other roadway segments in the project area are expected to operate at LOS D or better for peak hour, peak direction traffic conditions Roadway Segments Operating at LOS E The tables show that the following roadway segments that were operating at LOS D or better in the 2012 Build conditions are expected to operate at capacity with LOS E for peak hour peak direction for the 2022 Build conditions traffic primarily due to heavy congestion: Sadler Avenue from Line to US 1 Vick Road from Welch Road to Martin Street US 1/92 from CR 1 to South of CR 1 SR 3 from SR 3 to I- CR A from Rinehart Road to East of Rinehart Road Roadway Segments Operating at LOS F The following roadway segments were operating at LOS D or better in the Year 2012 Build condition. In addition to the failing roadway segments listed in the 2012 Build conditions, these roadway segments are expected to begin to fail at LOS F for peak hour, peak direction traffic due to overcapacity conditions in the Year 2022: US 1 from Ponkan Road to SR CR 3 from Votaw Road to Ponkan Road CR 3 from Kelly Park Road to Line Vick Road from Martin Street to Old Dixie Highway CR 3 from Line to SR International Parkway from Lake Mary Blvd. to SR 1 Ramps Page 181

21 The following roadway segments were operating at LOS E in the 2012 Build conditions, but are expected to fail at LOS F for peak hour, peak direction traffic due to overcapacity conditions in the Year 2022: CR 3 from US 1 to Votaw Road I- from SR 3 to Lake Mary Blvd. SR from I- to Town Center Blvd. TABLE. BUILD (2022) ROADWAY SEGMENT LOS SUMMARY ORANGE COUNTY Roadway From To LOS U.S. 1 Ponkan Rd. C Wekiva Parkway Ponkan Rd. Kelly Park Rd. C Kelly Park Rd. S.R. Bypass B U.S. 1 Hiawassee Rd. C S.R. 1 Hiawassee Rd. Keene Rd. B Keene Rd. S.R. 1 B S.R. 1/S.R. 29 S.R. 1 U.S. 1 C S.R. 1 S.R. 1 U.S. 1 A S.R. 3 C.R. 3 F C.R. 3 S.R. 1 F S.R. 1 C.R. 3 F U.S. 1 C.R. 3 S.R. 1/S.R. 29 D S.R. 1/S.R. 29 Ponkan Rd. F Ponkan Rd. Sadler Ave. F Sadler Ave. S.R. F S.R. 3 U.S. 1 Piedmont-Wekiva Rd. C Piedmont-Wekiva Rd. Line F U.S. 1 Votaw Rd. F Votaw Rd. Welch Rd. F C.R. 3 Welch Rd. Ponkan Rd. F Ponkan Rd. Kelly Park Rd. D Kelly Park Rd. Line C U.S. 1 Ponkan Rd. C C.R. 3 Ponkan Rd. Kelly Park Rd. D Kelly Park Rd. Line F Ponkan Rd. Sadler Ave. C Round Lake Rd. Sadler Ave. Kelly Park Rd. D Kelly Park Rd. Ondich Rd. D Ondich Rd. Line D U.S. 1 Round Lake Rd. D Ponkan Rd. Round Lake Rd. C.R. 3 D C.R. 3 C.R. 3 D Page 182

22 Table. Build (2022) Roadway Segment LOS Summary (Continued) Roadway From To LOS Kelly Park Rd. Round Lake Rd. C.R. 3 D C.R. 3 C.R. 3 D Sadler Ave. Line U.S. 1 E U.S. 1 Round Lake Rd. C Ondich Rd. Round Lake Rd. C.R. 3 C Haas Rd. C.R. 3 C.R. 3 C Ponkan Rd. Lester Rd. C Vick Rd. Lester Rd. Welch Rd. D Welch Rd. Martin St. E Martin St. Old Dixie Hwy. F Old Dixie Highway C.R. 3 Errol Pkwy. C Errol Pkwy. C.R. 3 D Yothers Rd. U.S. 1 C.R. 3 C TABLE. BUILD (2022) ROADWAY SEGMENT LOS SUMMARY LAKE COUNTY Roadway From To LOS S.R. Bypass - Limited U.S. 1 S.R. West/S.R. Bypass B Access S.R. West/S.R. Bypass S.R. 29 C Wekiva Parkway S.R. Bypass Old S.R. C Old S.R. Lake/Seminole Co. Line B Wekiva Parkway Service Rd. S.R. C.R. 33 C C.R. 33 Wekiva River Rd. C Wekiva River Rd. Lake/Seminole Co. Line C U.S. 1 S.R. C.R. B D C.R. 00A U.S. 1 C U.S. 1 Round Lake Rd. B S.R. Round Lake Rd. C.R. 3 D C.R. 3 C.R. 3 D C.R. 3 C.R. A Re-Alignment F C.R. A Re-Alignment C.R. A IC C S.R S.R. 19 C.R. A C C.R. 3 Line S.R. D S.R. S.R. D C.R. 3 Line S.R. F C.R. A S.R. S.R. D C.R. 33 S.R. South of S.R. C Round Lake Rd. Line S.R. C S.R. Wolf Branch Rd. D Wolf Branch Rd. U.S. 1 Round Lake Rd. E Round Lake Rd. C.R. 3 D Wekiva River Rd. S.R. South of S.R. C Page 183

23 TABLE.8 BUILD (2022) ROADWAY SEGMENT LOS SUMMARY SEMINOLE COUNTY Roadway From To LOS Lake/Seminole Co. Line Longwood-Markham Rd. B Wekiva Parkway Longwood-Markham Rd. Lake Markham Rd. B Lake Markham Rd. Orange Blvd./S.R. C Orange Blvd./S.R. I- South S.R. 1 C Wekiva Pkwy. EB Off/WB On Ramp Longwood Markham Rd. C Longwood Markham Rd. Wekiva Pkwy. EB On/WB Off Ramp B Wekiva Parkway EB and WB C-D Rd. Wekiva Pkwy. EB On/WB Off Ramp Lake Markham Rd. B Lake Markham Rd. Wekiva Pkwy. EB Off/WB On Ramp B Wekiva Pkwy. EB Off/WB On Ramp Orange Blvd./S.R. B S.R. 3 S.R. 3 F S.R. 3 Lake Mary Blvd. F Interstate Lake Mary Blvd. C.R. A / S.R. 1 C C.R. A / S.R. 1 S.R. C(EB) B(WB) S.R. U.S. 1/92 D U.S. 1/92 North of U.S. 1/92 E S.R. 1 Interstate Rinehart Rd. C Rinehart Rd. C.R. A D North of I- WB on ramp I- WB on Ramp D U.S. 1/92 I- WB on Ramp CR 1 F CR 1 South of CR 1 E C.R. 31 Lake Forest Blvd. C Lake Forest Blvd. International Pkwy. D International Pkwy. Oregon St/Wayside Dr C S.R. Oregon St/Wayside Dr Interstate C Interstate Town Center Blvd F Town Center Blvd C.R. 31B D C.R. 31B CR 1 D Line S.R. 3 F S.R. 3 S.R. 3 Interstate E Interstate Palm Springs Rd. F Orange Blvd. International Pkwy. C International Pkwy. Colonial Center Pkwy. F C.R. A Colonial Center Pkwy. I- F I- Rinehart Rd F Rinehart Rd East of Rinehart Rd E C.R. A Markham Rd. D C.R. 31 Markham Rd. S.R. D S.R. I- C I- CR 1 C South of CR 31 CR 31 D C.R. 1 CR 31 I- EB on Ramp D I- EB on Ramp U.S. 1/92 D Page 18

24 Table.8 Build (2022) Roadway Segment LOS Summary (Continued) Roadway From To LOS Anderson Lane CR A F CR A Town Center Blvd. D Rinehart Rd Town Center Blvd. SR 1 D SR 1 St Johns Pkwy. D St Johns Pkwy. SR D Lake Mary Blvd. C.R. A F International Parkway C.R. A SR 1 Ramps F SR 1 Ramps S.R. C Markham Road Longwood-Markham Rd. Markham Woods Rd. D Markham Woods Rd. Orange Blvd. C Longwood-Markham Rd. S.R. C.R. A C Wekiva Park Dr SR North of SR C Lake Markham Rd. S.R. C.R. A C N Oregon Street North of S.R. S.R. D Wayside Drive South of S.R. S.R. C Figures -A (Orange and Lake Counties) and -B () show the 2022 Build AADTs that were used to determine the 2022 Build DDHVs. The LOS for the roadway elements along with the DDHVs that were used to determine the LOS is illustrated in Figures -A (Orange and Lake Counties) and -B (). Page 18

25 JUNCTION RD. ITLAND AV GOLDEN GEM RD WEKIVA RIVER RD 8A ( B Mount Dora 9,300 E. LIMIT AVE 3,900 3,00 13,000 JONES RD 1 38,800 13,000 BRITT RD. 3,100,100 2,800,200 13,00 3,00,000 SADLER AVE 3,00 Figure -A BUILD (2022) CONDITIONS 9,200 3,00 ANNUAL AVERAGE DAILY TRAFFIC (AADT) LEGEND xx,xxx 2022 AADT 12,00 ROUND LAKE RD WOLF BRANCH RD 900 ONDICH RD 3,00,300,800 3,00 Sorrento 13,00 3,900,300 9,800 1,300 2,900 EFFIE RD 2,900 38,200 ( YOTHERS RD 3,000 13,100 10,100 3,100 3 PLYMOUTH-SORRENTO RD 3 9,300 KELLY PARK RD HIGHLAND AVE ORANGE AVENUE 8,00 12,00 12,800 9,800 3,00 2,900 9,300 10,200 3 FOLIAGE WY 2,00 1,800 ( PONKAN RD 1,900 3,000 13,100 38,100,800 23,300 1,800 HAAS RD OLD DIXIE HWY,800 10,00 13,100 0,100 VICK RD 2,0 BRADSHAW ROAD 3 3A 3,800,00 2 N. PARK AVENUE CENTRAL AVENUE 1,00 30,00 Mount Plymouth 13,00 0,000 SEE FIGURE -B A 11,000 11,100 11,00 1 N. ROCK SPRINGS RD WELCH RD 0,00 VOTAW RD 3, ,900,00 2,0 28,00 Apopka 31,900 EELER AVE 2,00 23,00 29,00 THOMPSON ROAD ( 3 1,800 Miles ± PIEDMONT/WEKIVA RD WEKIVA SPRINGS RD. 1,900 LINE DR 2, BEAR LAKE RD 23 2,100 8,00 2 WEKIVA SPRINGS RD ( 3 PEARL LAKE CSWY 13 MONTGOMERY RD A DOUGLAS AVE,00 28 MARKHAM WOODS RD E E WILLIAMSON RD 10,800 13,100 89, INTERNATIONAL PKWY 23 1,00 ( ORANGE BLVD FOR SEMINOLE COUNTY 31B A ( 3 22 ( LAKE MARY BLVD Page 18

26 RINEHART RD 30,00,000 1,000 11,200 12,100 11, Miles ± ORANGE BLVD,00 19,900,000 21,300 1,200 1,200 2,00 Wekiva River WEKIVA PARK DR 330 1,00 OREGON ST 12, ,200 3,100,900 2,00 00,200 LONGWOOD-MARKHAM RD. A Figure -B BUILD (2022) CONDITIONS ANNUAL AVERAGE DAILY TRAFFIC (AADT) LEGEND,900 2,00,300 8,00,00 LAKE MARKHAM RD,00 3,00 2,00,00,000,000,00,00,900,000 11,00 23,000 11,00,00 10,900 31,00 32,100 1,00 33,900 HENDERSON LN,100 3,00 32,00 18,100 WILSON RD LAKE FOREST BLVD A 1,100 9,00 0,00 3,00 1,00 WAYSIDE DR 12,30,100,800 8,200 1,900 1,00,100 21,800 1,300 INTERNATIONAL PKWY 8,200,000 8,200 18,100 39,800,000 1,00 29,300,00,100 1,00 20,00,300 23,300 2,300 33,900 11,100 TOWNE CENTER BLVD 1,100 13,00 8,200 21,800 20,00 13,800 13,00 9,00 1,900,900,100 ( St Johns Pkwy. 1,100 18,100 3,00 9,300 80,800 8,00 3,00 21,100 Sanford xx,xxx 2022 AADT 13,100 Page 12

27 A JUNCTION RD. GOLDEN GEM RD WEKIVA RIVER RD AITLAND AV C 8A 0 ( B Mount Dora E. LIMIT AVE 1,80 2,0 1,30 2,000 JONES RD 1 1,30 BRITT RD. 1, Figure -A BUILD (2022) CONDITIONS SADLER AVE 2,0 10 DIRECTIONAL DESIGN HOURLY VOLUMES (DDHV) LEGEND xx,xxx 2022 (DDHV) LOS A, B, & C LOS D LOS E LOS F ROUND LAKE RD WOLF BRANCH RD ONDICH RD Sorrento 00 2, , EFFIE RD 2,0 2,00 ( YOTHERS RD ,0 3 PLYMOUTH-SORRENTO RD 3, HIGHLAND AVE ORANGE AVENUE FOLIAGE WY 1, ( Mount Plymouth 1, , , ,0 1,90 PONKAN RD 1,0 OLD DIXIE HWY HAAS RD 380 VICK RD 3 KELLY PARK RD 20 BRADSHAW ROAD 3A 1, N. PARK AVENUE CENTRAL AVENUE 90 A 0 SEE FIGURE -B ,220 1 N. ROCK SPRINGS RD 2,0 1,0 WELCH RD 2,080 VOTAW RD ,30 WEKIVA SPRINGS RD 3,20 13 ( 2 3 ( 2 3,0 92 3, , , ,90 HEELER AVE 1,0 1,810 Apopka THOMPSON ROAD ,220 Miles ± 130 PIEDMONT/WEKIVA RD WEKIVA SPRINGS RD. 3,30 LINE DR BEAR LAKE RD PEARL LAKE CSWY MONTGOMERY RD A DOUGLAS AVE 28 MARKHAM WOODS RD E E WILLIAMSON RD 31,0 239 INTERNATIONAL PKWY 23 ( ORANGE BLVD FOR SEMINOLE COUNTY 31B,000 A ( 3 22 ( LAKE MARY BLVD Page 188 OLD Æ 1

28 RINEHART RD 1,0 2,110, Wekiva River Miles ± ORANGE BLVD ,10 1,010 1, WEKIVA PARK DR 20 3,180 OREGON ST, , ,0 0 1, LONGWOOD-MARKHAM RD. A Figure -B BUILD (2022) CONDITIONS DIRECTIONAL DESIGN HOURLY VOLUMES (DDHV) LEGEND xx,xxx 2022 (DDHV) LOS A, B, & C LOS D LAKE MARKHAM RD , ,180 1, ,130 1,100 2,20 HENDERSON LN 90 2,10 1,20 1,830 WAYSIDE DR WILSON RD LAKE FOREST BLVD , ,830 2,0 A INTERNATIONAL PKWY ,20 2,080 1,820 2,10 2,0 00 1,290 2,0 TOWNE CENTER BLVD 1,180 2,980 2,330 1, ,0 1,30 1,300 1, ,0 1,80 2,20 1,10 1, ,830,20,030 ( 2,120 1,200 St Johns Pkwy. 30 1,10,0 1, ,00 Sanford LOS E LOS F,000 Page 189

29 Ramp Analyses The results of the ramp merge/diverge junctions analyses are summarized in Table.9 for the interchanges within the study area. Table.9 shows that all of the freeway elements along I- and SR 1 in the project area would still operate at LOS D or better during peak hour traffic conditions. All of the weaving analysis done is expected to operate at LOS C or better in the Year TABLE.9 BUILD (2022) FREEWAY AND RAMP LOS SUMMARY Interchange Ramps I- at U.S. 1/92 I- at SR I- at SR 1 I- at CR A I- EB CD Rd. I- WB CD Rd. SR 1 at Rinehart Rd SR 1 at International Pkwy. Ramp Description Merge Analysis Diverge Analysis Volume (vph) Density Density LOS LOS (pc/mi/ln) (pc/mi/ln) I- EB Off Ramp to U.S. 1/ A I- WB On Ramp from U.S. 1/ D - - I- EB On Ramp from U.S. 1/ D - - I- WB Off Ramp to U.S. 1/ D I- EB Off Ramp to SR (through I- EB CD) 1, A I- WB On Ramp from SR WB (through I- WB CD) B - - I- WB On Ramp from SR EB (through I- WB CD) B - - I- EB On Ramp from SR 1, D - - I- WB Off Ramp to SR 1, C I- EB Off Ramp to SR 1 SB B 21.2 C I- EB Off Ramp to Wekiva Parkway WB B 1.0 B I- WB On Ramp from SR 1 NB 30. A 12. B I- WB On Ramp from Wekiva Pkwy. EB 10. A 22. C I- EB On Ramp from SR 1 NB 1, B 12. B I- EB On Ramp from Wekiva Pkwy. EB A 22. C I- WB Off Ramp to SR 1 SB 1, B.2 A I- WB Off Ramp to Wekiva Pkwy. WB B 2. C I- EB Off Ramp to CR A 1, B I- WB On Ramp from CR A (through I- WB CD) 1,20 2. C - - I- EB On Ramp from CR A C - - I- WB Off Ramp to CR A (through I- WB CD) C I- EB Off Ramp to SR 1 SB, Wekiva Pkwy. WB and SR 1, A I- EB On Ramp from Wekiva Pkwy. EB D 2.9 A I- WB Off Ramp to Wekiva Pkwy. WB, SR 1 SB and CR A 2, C. A I- WB On Ramp from CR A and SR 2,0 U/C C - - SR 1 WB off Ramp to Rinehart Rd 1, C SR 1 EB on Ramp from Rinehart Rd 1, D - - SR 1 WB on Ramp from Rinehart Rd B - - SR 1 EB off Ramp to Rinehart Rd C SR 1 NB Off Ramp to International Pkwy C SR 1 SB On Ramp from International Pkwy B - - Wekiva Pkwy. WB On Ramp from International Pkwy B - - Wekiva Pkwy. EB Off Ramp to International Pkwy C U/C = ramp operates under capacity Page 190

30 Table.9 Build (2022) Freeway and Ramp LOS Summary (Continued) Merge Analysis Diverge Analysis Interchange Ramps Ramp Description Volume (vph) Density (pc/mi/ln) LOS Density (pc/mi/ln) LOS Wekiva Pkwy. EB CD Rd. Wekiva Pkwy. WB CD Rd. Wekiva Parkway at SR (existing) Wekiva Parkway at SR Bypass Wekiva Parkway at Kelly Park Rd Wekiva Parkway Connector at US 1 Wekiva Pkwy. EB Off Ramp to Wekiva Pkwy. EB CD 30.9 A 21.0 C Wekiva Pkwy. EB On Ramp from Wekiva Pkwy. EB CD C. A Wekiva Pkwy. EB Off Ramp to SR 0. A 10.1 B Wekiva Pkwy. WB On Ramp from SR B 11.3 B Wekiva Pkwy. WB Off Ramp to Wekiva Pkwy. WB CD A 1.1 B Wekiva Pkwy. WB On Ramp from Wekiva Pkwy. WB CD B.0 A Wekiva Pkwy. WB Off Ramp to SR (existing) B Wekiva Pkwy. WB On Ramp from SR (existing) B - - Wekiva Pkwy. EB Off Ramp to SR (existing) B Wekiva Pkwy. EB On Ramp from SR (existing) B - - Wekiva Pkwy. WB Off Ramp to SR Bypass 1, B Wekiva Pkwy. WB On Ramp from SR Bypass 1, B Wekiva Pkwy. EB Off Ramp to SR Bypass 1, B - - Wekiva Pkwy. EB On Ramp to SR Bypass 1, B - - Wekiva Pkwy. NB Off Ramp to Kelly Park Rd C Wekiva Pkwy. NB On Ramp from Kelly Park Rd B - - Wekiva Pkwy. SB Off Ramp to Kelly Park Rd B Wekiva Pkwy. SB On Ramp from Kelly Park Rd C - - Wekiva Pkwy. NB Off Ramp to US 1 1, B Wekiva Pkwy. NB On Ramp from US C - - Wekiva Pkwy. SB Off Ramp to US C Wekiva Pkwy. SB On Ramp from US 1 1, C - - Weaving Segment I- WB C-D Rd. SR 1 Westbound Weaving Analysis Ramp Description Volume (vph) I- WB Off Ramp to SR 1 SB and CR A 1,0 I- WB Off Ramp to Wekiva Pkwy. WB 90 SR EB and WB Ramps to SR 1 SB, CR A and I- WB 1,290 SR EB and WB Ramps to Wekiva Pkwy. WB 0 On Ramp from Rinehart Rd. to I- EB and WB 18 On Ramp from Rinehart Rd. to Intl. Pkwy. and Wekiva Pkwy. 2 SR 1 WB to I- EB and WB 1,0 Density (pc/mi/ln) LOS 30. C 21.0 B SR 1 WB to Intl. Pkwy. and Wekiva Pkwy. 2,19 Wekiva Parkway at Wekiva Parkway NB off Ramp to WB SR Bypass 1, B SR Bypass Wekiva Parkway SB on Ramp from EB SR Bypass 1, B Page 191

31 .2.2. Intersection Analyses The PM peak hour intersection analyses are summarized in Table.10. All of the intersections analyzed in are projected to continue to operate at LOS B or better. In, all of the signalized intersections along SR are expected to operate at LOS C or better for the PM peak traffic conditions. All of the intersections analyzed along the Service Road are projected to operate at LOS B. In, eighteen out of the twenty-one signalized intersections in the project area operate at LOS D or better, whereas the rest are projected to operate at LOS E or F during the PM peak period. In addition to the two failing intersections along CR A at International Parkway and Rinehart Road, the intersection of CR A at the I- westbound ramps will operate worse than LOS D in the Year 2022 compared to Year TABLE.10 BUILD (2022) INTERSECTION LOS SUMMARY PM Peak Control Delay Intersection Type (sec/veh) LOS US 1 and CR 3 Signal 18. B CR 3 and Ponkan Rd Signal 9.3 A CR 3 and Kelly Park Rd Signal 13. B Wekiva Parkway Connector and Wekiva Pkwy Signal 19. B US 1 and Wekiva Pkwy Connector Signal 10.3 B CR 3 and Wekiva Pkwy Connector Signal 9.9 A Kelly Park Rd and Wekiva Pkwy SB Ramps Signal 1.9 B Kelly Park Rd and Wekiva Pkwy NB Ramps Signal 8.1 A SR and US 1 Signal 2.3 C SR and Round Lake Rd Signal 21. C SR and SR Bypass Signal 22.2 C SR and CR 3 Signal 2.9 C SR and CR 3/Niles St Signal 2.9 C SR and Realigned CR A Signal 22. C SR and Wekiva Pkwy Service Rd Signal 21. C SR (Existing) and Wekiva Pkwy WB Ramps Signal 1.8 A SR (Existing) and Wekiva Pkwy EB Ramps Signal 13.1 B CR A West (Old) and Wekiva Pkwy Service Rd Signal 10.8 B CR A (Old) and Wekiva Pkwy Service Rd Signal 1.9 B Wekiva Pines Blvd and Wekiva Pkwy Service Rd Signal 11.3 B Wekiva River Rd and Wekiva Pkwy Service Rd Signal 1.3 B Page 192

32 Table.10 Build (2022) Intersection LOS Summary (Continued) PM Peak Control Delay Intersection Type (sec/veh) LOS U.S. 1/92 and I- WB Ramps Signal 12. B U.S. 1/92 and I- EB Ramps/CR 1 Signal 3. C Wekiva Pkwy WB CD and Wekiva Park Dr Stop 22. A/C 1 Wekiva Pkwy EB CD and Wekiva Park Dr Stop 13.1 A/B 1 Wekiva Pkwy WB CD and Longwood Markham Rd Stop 2.9 A/C 1 Wekiva Pkwy EB CD and Longwood Markham Rd Stop 1.3 A/C 1 Wekiva Pkwy WB CD and Lake Markham Rd Stop 18. A/C 1 Wekiva Pkwy EB CD and Lake Markham Rd Stop 1.0 A/C 1 SR and CR 31 (Orange Blvd) Signal 21. C SR and Lake Forest Blvd Signal 10.2 B SR and International Pkwy Signal 19. B SR and N Oregon Ave/Wayside Dr Signal 1.1 B SR and I- WB Ramps Signal 1.9 B SR and I- EB Ramps Signal 2.3 C SR and Town Center Blvd Signal 31. C SR and Rinehart Rd Signal 29.1 C CR A and International Pkwy Signal 9.9 E CR A and I- WB Ramps Signal 8.3 E CR A and I- EB Ramps Signal 8. D CR A and Rinehart Rd Signal 8. F CR 1 and CR 31 Signal 23. C Rinehart Rd and St Johns Pkwy Signal 18.2 B Rinehart Rd and SR 1 NB Ramps Signal 23.1 C Rinehart Rd and SR 1 SB Ramps Signal 2.2 C Rinehart Rd and Town Center Blvd Signal 20.1 C International Pkwy and Wekiva Parkway SB Ramps Signal 1. B International Pkwy and Wekiva Parkway NB Ramps Signal 19. B 1. Mainline/Side Street The LOS for the freeway elements, the projected turning movement volumes and the intersections are illustrated in Figures -A (Orange and Lake Counties) and -B (). Page 193

33 JUNCTION RD. AITLAND AV GOLDEN GEM RD WEKIVA RIVER RD B %, B %, B B A 8A ( A Mount Dora , E. LIMIT AVE ( C 1 BRITT RD , ,998 1 ROUND LAKE RD 32 1, ( C ( C , WOLF BRANCH RD Sorrento ONDICH RD ( EFFIE RD ( ( C , HAAS RD FOLIAGE WY ( C A 300 1, ( C , ( C ( A ( B Mount Plymouth ± Miles ( B ( B ( B ( B A SEE FIGURE -B FOR SEMINOLE COUNTY 31 INTERNATIONAL PKWY ORANGE BLVD U.S. 1 and S.R. 29 Interchange Inset ( OLD JONES RD SADLER AVE YOTHERS RD ( B ( A ( B PLYMOUTH-SORRENTO RD $+ C $+ C ( A PONKAN RD KELLY PARK RD See Interchange Inset VICK RD N. ROCK SPRINGS RD WELCH RD ,20 $+ 9$+C C 1, ( B MARKHAM WOODS RD ( B ( A E E WILLIAMSON RD ,22 LAKE MARY BLVD ,1 Æ 1 Figure -A BUILD (2022) CONDITIONS TURNING MOVEMENT VOLUMES (TMV) LEGEND ( X Signalized Intersection Level of Service ") X/X Unsignalized Intersection Level of Service (Major/Minor Streets) $+ X &- X Ramp Level Of Service Weave Level Of Service HIGHLAND AVE ORANGE AVENUE 3 OLD DIXIE HWY 3A BRADSHAW ROAD 2 N. PARK AVENUE CENTRAL AVENUE Apopka VOTAW RD 3 2 HEELER AVE THOMPSON ROAD WEKIVA SPRINGS RD. 13 WEKIVA SPRINGS RD ( ( ,29 1, PIEDMONT/WEKIVA RD LINE DR BEAR LAKE RD 1,098 3 PEARL LAKE CSWY 21 1,12 13 MONTGOMERY RD $+ C DOUGLAS AVE 28 ( B ( 3 ( 3 22 Page 19