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HomeMy WebLinkAboutTraffic Impact AnalysisLAKE WORTH CHRISTIAN SCHOOL CONCURRENCY TRAFFIC IMPORCT MOLYSIS Prepared for LHKE WORTH CHRISTIFIN SCHOOL FINDER TROUTMON CONSULTING, INC. Certificate of fiuthorization Number: 7989 2005 Vista Parkway, Suite 111 West Palm Beach, FL 33411 110011/' (561) 296-9698 TMq " Cr s_ #PTC15-051 June 29, 2015 Revised July 27, 2015 LAKE WORTH CHRISTIAN SCHOOL CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffic impact analysis for a proposed school expansion project in the City of Boynton Beach. The purpose of this study is to determine if the proposed development meets the requirements of Article 12, Traffic Performance Standards, of the Palm Beach County Unified Land Development Code (ULDC). Site Data It is proposed to expand an existing private school located on the east side of High Ridge Road south of Hypoluxo Road in the City of Boynton Beach, as shown on Exhibit 1. Existing onsite is a private school (K-12) with an average enrollment of 452 students for the last five years. It is proposed to expand the private school (K -12) for a total of 555 students. Additionally, 60 Pre -K students will be added with normal school operation. The project received approvals from Palm Beach County; however, a time extension is now required. Access to the proposed project is via one ingress driveway connection and one egress driveway connection to High Ridge Road that exist today. Issues related to driveway location, turn lanes and geometrics would be addressed during final design. Any reference to intersection geometrics is conceptual in nature and subject to final design and approval by others. A buildout of Year 2020 was addressed. The Property Control Number (PCN) for the site is 08-43-45-09-00-000-7070. Existing (2015) Traffic Conditions The 2015 peak season directional peak hour volumes for the surrounding roadway network as compiled by the Palm Beach County Traffic Division were utilized in this report. Traffic count data is provided in Appendix A. Concurrency Report 15--051 7-27-15 Project Traffic Trip Generation The daily and peak hour trip generation rates were obtained from Palm Beach County and the Institute of Transportation Engineers (ITE), Trip Generation, 9' Edition. Exhibits 2A, 2B and 2C provide the daily, AM and PM peak hour trip generation data for the proposed development. For Traffic Performance Standards purposes, based on the net new external peak hour trip generation of 132, the project's radius of development influence is two (2) miles. Trip Distribution and Assignment A directional distribution was based on the previously approved traffic study. Exhibit 3A provides the project traffic distribution. Exhibits 3B and 3C show the AM and PM assignment of peak hour project traffic, respectively, as well as the project impact percentage (% of peak hour directional service volume). Future Traffic Conditions Roadway Improvements The current County and State Roadway Programs were reviewed to determine if any roadways within the study area are scheduled to be improved within the buildout time frame of the project. The Reserve at High Ridge, the residential project located in the northwest quadrant of High Ridge Road and Miner Road, is conditioned to construct the southbound right turn lane at the High Ridge Road and Miner Road intersection prior to its first certificate of occupancy. Background Traffic Historic growth trends and Committed Development traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4 for the surrounding roadway links with available historic data. Concurrency Report 15-051 7-27-15 2 Committed development data, compiled by Palm Beach County, was also reviewed and is included in Appendix B. Total traffic includes existing traffic, committed development traffic, background growth and Project traffic. The higher of the historic growth or the committed development traffic plus 1 % growth was used for background growth. Traffic Performance Standards Analysis Test 1 (Intersection Analysis) Major intersections at the termini of the project accessed link are required to be analyzed if significantly impacted by project traffic. Also, any major intersection for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection is required to be analyzed. The intersections of High Ridge Road with Hypoluxo Road and with Miner Road were analyzed and are included in Appendix C. The intersections are projected to meet the adopted standards as shown on Exhibit 5. Therefore, the intersection requirements of Test 1 have been met. Test 1 (Link Analysis) The second part of Test 1 examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links with a project impact greater than 1% of LOS D within the radius of development influence and project impact greater than 5% of LOS D outside the radius are required to be analyzed. Exhibit 6 shows future AM peak hour directional traffic conditions for the analyzed roadway links. These links are projected to operate at the peak hour directional standards. Therefore, the link requirements of Test 1 have been met. Test 2 (Five Year Analysis) This test examines traffic conditions at the end of the fifth year of the FDOT Five Year Transportation Improvement Program. A Test 2 analysis is required for any roadway link within the radius of development influence where the project impact is greater than 3% of LOS E and outside the radius where the project impact is greater than 5% of LOS E. As shown on Exhibits 7A and 713, links of High Ridge Road are significantly impacted in the AM Concurrency Report 15-051 7-27-15 3 peak hour. Exhibit 6 shows that this facility operates at adopted LOS for Year 2020. Therefore, the requirements of Test 2 are met. Driveway Volumes AM and PM peak hour project driveway volumes are provided on Exhibit 8. A northbound right turn lane is not warranted because the volumes on High Ridge Road do not exceed 10,000 daily trips and the driveway does not exceed 1,000 daily trips. The volumes for the southbound left turn movement do exceed the warrant threshold; however, this requirement can be waived if the speed and volume of the opposing traffic is not sufficient to require a left turn lane. Discussions with the school indicate that there are no issues with the driveway operation at its current geometry. Additionally, the operations of the driveways meet level of service standards, as provided in Appendix D, without a left turn lane. Therefore, a southbound left turn lane is not recommended at this time. Conclusions This analysis shows that the proposed development meets all of the requirements of the Traffic Performance Standards of Palm Beach County. Concurrency Report 15-051 7-27-15 4 EXHIBITS N.T.S. LAKE WORTH CHRISTIAN SCHOOL EXHIBIT 1 PROJECT LOCATION 6/24/15 I 15-051 PTC x n CN 6w t0 � N - U n y � Z y O N C 9b O_ o _ Q F- � v � c a Jnr C d O O t U 6w t0 c - U y N 1 §Q e � I � $ § 2 � � S/ ? s = cc 6LJ � I X v2 X p r n N n n M 0 N 0 w Lu U Z Lu Q 5% 6% 6% 6% LANTANA RD GATEWAY BLVD LAKE WORTH CHRISTIAN SCHOOL N.T.S. 5% 1 1% MINER RD 1% 5% EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION 2% 6/24/15 15-051 PTC Ln rn 5% 5% 15% 5% 20% 15% 10% HYPOLUXO RD W 50% o SITE 5 °/ 5% Lu W w U 0 50% 0 0% Q Lu V) 5% V 15% Lu Q MINER RD 5% 35% � 15% z 10% 20% 5% 5% GATEWAY BLVD LAKE WORTH CHRISTIAN SCHOOL N.T.S. 5% 1 1% MINER RD 1% 5% EXHIBIT 3A PROJECT TRAFFIC DISTRIBUTION 2% 6/24/15 15-051 PTC Assign 15-051 7-25-15.xlsx 7/27/2015 Exhibit 3B Lake Worth Christian School Project Traffic Assignment - AM Peak Hour Test 1 Roadway Link Existing Lanes Class Dir AM Peak - Project Traffic Peak Hour % Dist Tris Total Project Impact LOS D Service Volume (1) Signif- icant Impact? Congress Ave to High Ride Rd 6LD I EB 6% 5 0.17% 2940 No WB 6% 3 0.10% 2940 No Lantana Road High Ride Rd to 1-95 41-D 11 EB 6% 3 0.17% 1770 No WB 6% 5 0.28% 1770 No 1-95 to Redding DrSL II EB 6% 3 0.17% 1770 No WB 6% 5 0.28% 1770 No Lawrence Rd to Congress Ave 6LD II EB 5% 4 0.15% 2680 No WB 5% 3 0.11% 2680 No Congress Ave to High Ride Rd 6LD I EB 20% 16 0.54% 2940 No WB 20% 10 0.34% 2940 No Hypoluxo Road High Ride Rd to 1-95 3L II EB 15% 8 0.30% 2680 No 2L WB 15% 12 0.68% 1770 No 1-95 to Seacrest Blvd 5L 11 EB 10% 5 0.28% 1770 No WB 10% 8 0.45% 1770 No Seacrest Blvd to Federal Hwy SL II EB 5% 3 0.17% 1770 No WB 5% 4 0.23% 1770 No Miner Road Lawrence Rd to Congress Ave 3L I EB 5% 4 0.45% 880 No WB 5% 3 0.34% 880 No Congress Ave to High Ride Rd 2L I EB 15% 12 1.36% 880 YES WB 15% 8 0.91% 880 No Congress Ave to High Ridge Rd 61-D 11 EB 20% 16 0.60% 2680 No WB 20% 10 0.37% 2680 No Gateway Boulevard High Ride Rd to 1-95 6LD 11 EB 15% 8 0.30% 2680 No WB 15% 12 0.45% 2680 No 1-95 to Seacrest Blvd 6LD 11 EB 10% 5 0.19% 1 2680 No WB 10% 8 0.30% 1 2680 No Seacrest Blvd to Federal Hwy 3L I EB 5% 3 0.34% 880 No WB 5% 4 0.45% 880 No Lantana Rd to Hypoluxo Rd 4LD I NB 5% 3 0.15% 1960 No SB 5% 4 0.20% 1960 No Congress Avenue H oluxo Rd to Miner Rd 6LD I NB 5% 3 0.10% 2940 No SB 5% 4 0.14% 2940 No Miner Rd to Gateway Blvd 6LD I NB 5% 4 0.14% 2940 No SB 5% 3 0.10% 2940 No Lantana Rd to Hypoluxo Rd 2L I NB 15% 8 0.91% 880 (2) SB 15% 12 1.36% 880 (2) High Ridge Road Hypoluxo Rd to Site 2L I NB 50% 26 2.95% 880 YES SB 50% 41 4.66% 880 YES Site to Miner Rd 2L I NB 50% 41 4.66% 880 YES SB 50% 26 2.95% 880 YES Miner Rd to Gateway Blvd 2L I NB 35% 28 3.18% 880 YES SB 35% 18 2.05% 880 YES Hypoluxo Rd to Miner Rd 5L I NB 5% 3 0.15% 1960 No SB 5% 4 0.20% 1960 No Seacrest Blvd Miner Rd to Gateway Blvd 5L I NB 5% 3 0.15% 1960 No SB 5% 4 0.20% 1960 No Gateway Blvd to Boynton Beach Blvd 5L I NB 5% 4 0.20% 1960 No SB 5% 3 0.15% 1960 No Lantana Rd to Hypoluxo Rd 4LD 11 NB 2% 1 0.06% 1770 No SB 2% 2 0.11% 1770 No Federal Hwy Hypoluxo Rd to Miner Rd 4LD 11 NB 1 % 1 0.06% 1770 No SB 1% 1 0.06% 1770 No Miner Rd to Gateway Blvd 4LD 11 NB 1 % 1 0.06% 1770 No SB 11% 10.06% 1770 No GatewayBlvd to Boynton Beach Blvd 4LD II NB 2% 1 0.06% 1770 No SB 2% 2 0.11% 1770 No (1) Source: 2009 FDOT Quality/ LOS Handbook. (2) Non Major Thoroughfare roadway. Level of service analysis not required. Assign 15-051 7-25-15.xlsx 7/27/2015 Exhibit 3C Lake Worth Christian School Project Traffic Assignment - PM Peak Hour Test 1 Roadway Link Existing Lanes Class Dir PM Peak - Project Traffic Peak Hour % Dist Tris Total Project Impact LOS D Service Volume (1) Signif- icant Impact? Lantana Road Congress Ave to High Ride Rd 6LD I EB 6% 1 0.03% 2940 No WB 6% 1 0.03% 2940 No High Ride Rd to 1-95 4LD II EB 6% 1 0.06% 1770 No WB 6% 1 0.06% 1 1770 No I-95 to Redding Dr 5L II EB 6% 1 0.06% 1770 No WB 6% 1 0.06% 1770 No Lawrence Rd to Congress Ave 6LD II EB 5% 1 0.04% 2680 No WB 5% 1 0.04% 2680 No Congress Ave to High Ride Rd 6LD I EB 20% 2 0.07% 2940 No WB 20% 3 0.10% 2940 No Hypoluxo Road High Ride Rd to 1-95 3L II EB 15% 2 0.07% 2680 No 2L WB 15% 2 0.11% 1770 No 1-95 to Seacrest Blvd 5L II EB 10% 2 0.11% 1770 No WB 10% 1 0.06% 1770 No Seacrest Blvd to Federal Hwy 5L 11 EB 5% 1 0.06% 1770 No WB 5% 1 0.06% 1770 No Road Lawrence Rd to Congress Ave 3L I EB 5% 1 0.11% 880 1 No _ WB 5% 1 0.11% 880 No Miner Congress Ave to High Ride Rd 2L I EB 15% 2 0.23% 880 No WB 15% 2 0.23% 880 No Congress Ave to High Ride Rd 6LD 11 EB 20% 2 0.07% 2680 No WB 20% 3 0.11% 2680 No Gateway Boulevard High Ride Rd to 1-95 6LD 11 EB 15% 2 0.07% 1 2680 No WB 15% 2 0.07% 1 2680 No 1-95 to Seacrest Blvd 6LD 11 EB 10% 2 0.07% 2680 No WB 10% 1 0.04% 2680 No Seacrest Blvd to Federal Hwy 3L I EB 5% 1 0.11% 880 No WB 5% 1 0.11% 880 No Lantana Rd to Hypoluxo Rd 4LD I NB 5% 1 0.05% 1960 No 5B 5% 1 0.05% 1960 No Congress Avenue Hypoluxo, Rd to Miner Rd 6LD I NB 5% 1 0.03% 2940 No SB 5% 1 0.03% 2940 No Miner Rd to Gateway Blvd 6LD I NB 5% 1 0.03% 2940 No 56 5% 1 0.03% 2940 No High Ridge Road Lantana Rd to Hypoluxo Rd 2L I NB 15% 2 0.23% 880 (2) SB 15% 2 0.23% 880 (2) Hypoluxo Rd to Site 2L I NB 50% 8 0.91% 880 No SB 50% 6 0.68% 880 No Site to Miner Rd 2L I NB 50% 6 0.68% 880 No SB 50% 8 0.91% 880 No Miner Rd to Gateway Blvd 2L I NB 35% 4 0.45% 880 No SB 35% 6 0.68% 880 No Seacrest Blvd Hypoluxo Rd to Miner Rd 5L I NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No Miner Rd to Gateway Blvd 5L I NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No Gateway Blvd to Boynton Beach Blvd 5L I NB 5% 1 0.05% 1 1960 No SB 5% 1 0.05% 1960 No Federal Hwy Lantana Rd to Hypoluxo Rd 4LD II NB 2% 0 0.00% 1770 No SB 2% 0 0.00% 1770 No Hypoluxo Rd to Miner Rd 4LD 11 NB 1 % 0 0.00% 1770 No SB 1% 0 0.00% 1770 No Miner Rd to Gateway Blvd 4LD 11 NB 1% 0 0.00% 1770 No SB 1% 0 0.00% 1770 No GatewayBlvd to Boynton Beach Blvd 4LD II NB 2% 0 0.00% 1770 No SB 2% 0 0.00% 1 1770 1 No (1) Source: 2009 FDOTQuality/ LOS Handbook. (2) Non Major Thoroughfare roadway. Level of service analysis not required. 6/25/2015 Growth 15-051 6-25-15.xlsx Exhibit 4 Lake Worth Christian School Historic Growth Daily Traffic Volumes Growth Roadway Rate 2012 2015 Congress Avenue Gateway Blvd to Hypoluxo Rd 28,605 28,960 0.41 % /Year Hypoluxo Rd to Lantana Rd 23,402 23,246 -0.22% /Year Federal Highway Gateway Blvd to Boynton Beach Blvd 18,051 20,564 4.44% /Year Boynton Beach Blvd to Miner Rd 15,123 17,159 4.30% /Year E Ocean Ave to Hypoluxo Rd 18,001 21,647 6.34% /Year Gateway Boulevard Congress Ave to High Ridge Rd 38,292 36,655 -1.45% /Year High Ridge Rd to 1-95 47,921 48,114 0.13% /Year 1-95 to Seacrest Blvd 25,335 26,287 1.24% /Year High Ridge Road Gateway Blvd to Hypoluxo Rd 6,529 6,527 -0.01% /Year Hypoluxo Road Lawrence Rd to Congress Ave 35,898 41,057 4.58% /Year Congress Ave to 1-95 40,619 44,434 3.04% /Year 1-95 to Seacrest Blvd 32,336 34,579 2.26% /Year Seacrest Blvd to Dixie Highway 15,913 17,130 2.49% /Year Lantana Road Congress Ave to High Ridge Rd 41,581 41,390 -0.15% /Year High Rdige Rd to 1-95 42,602 43,805 0.93% /Year 1-95 to Redding Dr 36,564 37,424 0.78% /Year Miner Road Congress Ave to High Ridge Rd 6,556 6,882 1.63% /Year Seacrest Blvd Boynton Beach Blvd to Gateway Blvd 11,566 13,215 4.54% /Year Gateway Blvd to Hypoluxo Rd 12,101 11,738 -1.01% /Year AREAWIDE 496,995 520,813 1.57% /Year (A N• C C � L ; ® c/ tv O d W Z w tt V O N C a \ •y U 7 � O � N v c rA (� C c O = s \ b:0 c _ ce -a O X `z ce o Com_ C x •F N• V 0 0 0 0 0 0 0 w 00 c0 W c0 G 00 00 00 00 ODd' 0f co zo I, � t7 to 1�0 O 1.0 M �t 00 d co N N ,t u7 d' In ct Ln O O f-' N � N r N C0 N a0 N O2 � .O d ld o 0 0 0 0 0 0 Q N Y Ln O '0 O k0 O �0 d OL 9 g U O a 01 O F�lN M l0 M Vi O BVI F- 2L Q Ln m M N N N 0�7 O v M to d' M to N LO Ua ^ on M N N N M 7 N N M 7 N I-, M dt C H N W N L m m m m m m m ® W Z (n Z N Z N N tv C J N sl N J N J N O N m 0 3cu 0 0 o & � = N c � c U co 3 o 0 o� o c tie Assign 15-051 7-25-15.xlsx 7/27/2015 Exhibit 7A Lake Worth Christian School Project Traffic Assignment - AM Peak Hour Test 2 Roadway Link Existing Lanes Class Dir AM Peak - Project Traffic Peak Hour % Dist Tris Total Project Impact LOS E Service Volume (1) Signif- icant Impact? Congress Ave to High Ride Rd 6LD I EB 6% 5 0.17% 2940 No WB 6% 3 0.10% 2940 No Lantana Road High Ride Rd to 1-95 4LD II EB 6% 3 0.16% 1870 No WB 6% 5 0.27% 1 1870 No 1-95 to Redding Dr 511 II EB 6% 3 0.16% 1870 No WB 6% 5 0.27% 1870 No Lawrence Rd to Congress Ave 6LD II EB 5% 4 0.14% 2830 No WB 5% 3 0.11% 2830 No Congress Ave to High Ride Rd 6LD I EB 20% 16 0.54% 2940 No WB 20% 10 0.34% 2940 No Hypoluxo Road High Ride Rd to 1-95 3L II EB 15% 8 0.28% 2830 No 2L WB 15% 12 0.64% 1870 No 1-95 to Seacrest Blvd 5L 11 EB 10% 5 0.27% 1870 No WB 10% 8 0.43% 1870 No Seacrest Blvd to Federal Hwy 5L II EB 5% 3 0.16% 1870 No WB 5% 4 0.21% 1870 No Miner Road Lawrence Rd to Congress Ave 3L I EB 5% 4 0.45% 880 No WB 5% 3 0.34% 880 No Congress Ave to High Ride Rd 21 1 EB 15% 12 1.36% 880 No WB 15% 8 0.91% 880 No Congress Ave to High Ride Rd 6LD 11 EB 20% 16 0.57% 2830 No WB 20% 10 0.35% 2830 No Gateway Boulevard High Ride Rd to 1-95 6LD II EB 15% 8 0.28% 2830 No WB 15% 12 0.42% 2830 No 1-95 to Seacrest Blvd 6LD 11 EB 10% 5 0.18% 2830 No WB 10% 8 0.28% 2830 No Seacrest Blvd to Federal Hwy 3L I EB 5% 3 0.34% 880 No WB 5% 4 0.45% 880 No Lantana Rd to Hypoluxo Rd 4LD I NB 5% 3 0.15% 1960 No MSB 5% 4 0.20% 1960 No Congress Avenue Hypoluxc, Rd to Miner Rd 6LD I NB 5% 3 0.10% 2940 No 56 5% 4 0.14% 2940 No Miner Rd to Gateway Blvd 6LD I NB 5% 4 1 0.14% 2940 No SB 5% 3 0.10% 2940 No High Ridge Road Lantana Rd to Hypoluxo Rd 2L I NB 15% 8 0.91% 880 No SB 15% 12 1.36% 880 No Hypoluxo Rd to Site 21 1 NB 50% 26 2.95% 880 No SB 50% 41 4.66% 880 YES Site to Miner Rd 2L I NB 50% 41 4.66% 880 YES SB 50% 26 2.95% 880 No Miner Rd to Gateway Blvd 2L I NB 35% 28 3.18% 880 YES SB 35% 18 2.05% 880 No Seacrest Blvd Hypoluxo Rd to Miner Rd 5L I NB 1 5% 3 0.15% 1960 No SB 5% 4 0.20% 1960 No Miner Rd to Gateway Blvd 5L I NB 5% 3 0.15% 1 1960 No SB 5% 4 0.20% 1960 No Gateway Blvd to Boynton Beach Blvd 5L I NB 5% 4 0.20% 1960 No SB 5% 3 0.15% 1960 No Lantana Rd to Hypoluxo Rd 4LD 11 NB 2% 1 0.05% 1870 No SB 2% 2 0.11% 1870 No Federal Hwy Hypoluxo Rd to Miner Rd 4LD IINB 1% 1 0.05% 1870 No SS 1% 1 0.05% 1870 No Miner Rd to Gateway Blvd 4LD II NB 1% 1 0.05% 1870 No SB 1% 1 0.05% 1870 No Gatewa Blvd to Bo nton Beach Blvd 4LD 11 NB 2% 1 0.05% 1870 No SB 2% 2 0.11% 1870 No (1) Source: 2009 FDOT Quality/ LOS Handbook. (2) Non Major Thoroughfare roadway. Level of service analysis not required. Assign 15-051 7-25-15.xlsx 7/27/2015 Exhibit 70 Lake Worth Christian School Project Traffic Assignment - PM Peak Hour Test 2 Roadway Link Existing Lanes Class Dir PM Peak - Project Traffic Peak Hour %Dist Tris Total Project Impact LOS E Service Volume (1) Signif- icant Impact? Congress Ave to High Ride Rd 6LD I EB 6% 1 0.03% 2940 No WB 6% 1 0.03% 2940 No Lantana Road High Ride Rd to 1-95 4LD II EB 6% 1 0.05% 1870 No WB 6% 1 0.05% 1 1870 No 1-95 to Redding Dr 5L II EB 6% 1 0.05% 1870 No WB 6% 1 0.05% 1 1870 No Lawrence Rd to Congress Ave 6LD 11 EB 5% 1 0.04% 2830 No WB 5% 1 0.04% 2830 No Congress Ave to High Ride Rd 6LD I EB 20% 2 0.07% 2940 No WB 20% 3 0.10% 2940 No Hypoluxo Road High Ride Rd to 1-95 3L 11 EB 15% 2 0.07% 2830 No 2L WB 15% 2 0.11% 1870 No 1-95 to Seacrest Blvd 5L Il EB 10% 2 0.11% 1 1870 No WB 10% 1 0.05% 1870 No Seacrest Blvd to Federal Hwy SL 11 EB 5% 1 0.05% 1870 No WB 5% 1 0.05% 1870 No Miner Road Lawrence Rd to Congress Ave 3L 1 EB 5% 1 0.11% 880 No WB 5% 1 0.11% 880 No Congress Ave to High Ride Rd 2L I EB 15% 2 0.23% 880 No WB 15% 2 0.23% 1 880 No Gateway Boulevard Congress Ave to High Ride Rd 6LD 11 EB 20% 2 0.07% 2830 No WB 20% 3 0.11% 2830 No High Ride Rd to 1-95 6LD Il EB 15% 2 0.07% 2830 No WB 15% 2 0.07% 2830 No 1-95 to Seacrest Blvd 6LD 11 EB 10% 2 0.07% 2830 No WB 10% 1 0.04% 2830 No Seacrest Blvd to Federal H 3L I EB 5% 1 0.11% 880 No WB 5% 1 0.11% 880 No Congress Avenue Lantana Rd to H oluxo Rd 4LD I NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No H oluxo Rd to Miner Rd 6LD I NB 5% 1 0.03% 2940 No SB 5% 1 0.03% 2940 No Miner Rd to GatewayBlvd 6LD I NB 5% 1 0.03% 2940 No SB 5% 1 0.03% 2940 No High Ridge Road Lantana Rd to H oluxo Rd 2L 1 NB 15% 2 0.23% 880 No SB 15% 2 0.23% 880 No H oluxo Rd to Site 2L I NB 50% 8 0.91% 880 No SB 50% 6 0.68% 880 No Site to Miner Rd 2L I NB 50% 6 0.68% 880 1 No SB 50% 8 0.91% 880 No Miner Rd to Gateway Blvd 2L I NB 1 35% 4 0.45% 880 No SB 35% 6 0.68% 880 No Hypoluxo Rd to Miner Rd 5L I NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No Seacrest Blvd Miner Rd to Gateway Blvd 5L 1 NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No Gateway Blvd to Boynton Beach Blvd 5L I NB 5% 1 0.05% 1960 No SB 5% 1 0.05% 1960 No Federal Hwy Lantana Rd to Hypoluxo Rd 4LD 11 132% 0 0.00% 1870 No SB 2% 0 0.00% 1870 No Hypoluxo Rd to Miner Rd 4LD 11 NB 1% 0 0.00% 1870 No SB 1% 0 0.00% 1870 No Miner Rd to Gateway Blvd 4LD 11 NB 1 % 0 0.00% 1870 No SB 1% 0 0.00% 1870 No GatewayBlvd to Boynton Beach Blvd 4LD 11 NB 2% 0 0.00% 1870 No SB 2% 0 0.00% 1870 1 No (1) Source: 2009 FDOTQuality/ LOS Handbook. 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Input Data ROAD NAME: High Ridge Rd STATION: 4648 CURRENT YEAR: 2014 FROM: Midpoint ANALYSIS YEAR: 2020 TO: Hypoluxo Rd GROWTH RATE: -0.88% COUNT DATE: 1/27/2014 PSF: 1 Link Analysis Time Period AM PM Direction 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 815 402 425 1 652 368 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 Report Created: 06/25/2015 ORIGINAL Committed Developments 815 402 425 652 368 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 Type %Complete %Complete Calvary Chapel 5 3 2 3 1 1 NR 15% Hypoluxo Road Charter School 4 3 1 1 1 1 NR 0% Hypoluxo C -store with Gas 10 5 5 9 4 4 NR 0% Boynton Town Center 0 0 0 0 0 0 NR 100% Renaissance Commons Com 2 1 2 4 3 2 NR 75% Quantum Park DRI 34 6 28 36 28 8 NR 91% Renaissance Commons Res 1 1 0 1 0 1 Res 75% Cortina at Boynton Village 6 5 1 7 3 5 Res 0% Lake Worth Christian School 76 30 45 25 14 11 NR 73% Hypoluxo Shoppes 3 2 1 17 8 9 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 26 7 40 14 26 Res 0% Race Trac-Hypoluxo Rd 8 4 4 7 4 4 NR 0% Total Committed Developments 182 86 96 150 80 72 Total Committed Residential 40 32 8 48 17 32 Total Committed Non -Residential 142 54 88 102 63 40 Double Count Reduction 10 8 2 12 4 8 Total Discounted Committed Developments 172 78 94 138 76 64 Input Data ROAD NAME: High Ridge Rd STATION: 4648 Report Created: 06/25/2015 CURRENT YEAR: 2014 FROM: Miner Rd ANALYSIS YEAR: 2020 TO: Midpoint GROWTH RATE: -0.88% COUNT DATE: 1/27/2014 PSF: 1 Link Analysis Time Period AM PM Direction 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 815 402 425 652 368 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 Committed Developments Type %Complete Calvary Chapel 5 3 2 3 1 1 NR 15% Hypoluxo Road Charter School 4 3 1 1 1 1 NR 0% Hypoluxo C -store with Gas 10 5 5 9 4 4 NR 0% Boynton Town Center 0 0 0 0 0 0 NR 100% Renaissance Commons Com 2 1 2 4 3 2 NR 75% Quantum Park DRI 34 6 28 36 28 8 NR 91% Renaissance Commons Res 1 1 0 1 0 1 Res 75% Cortina at Boynton Village 6 5 1 7 3 5 Res 0% Lake Worth Christian School 76 45 30 25 11 14 NR 73% Hypoluxo Shoppes 3 2 1 17 8 9 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 7 26 40 26 14 Res 0% Race Trac-Hypoluxo Rd 8 4 4 7 4 4 NR 0% Total Committed Developments 182 82 100 150 89 63 Total Committed Residential 40 13 27 48 29 20 Total Committed Non -Residential 142 69 73 102 60 43 Double Count Reduction 10 3 7 12 7 5 Total Discounted Committed Developments 172 79 93 138 82 58 Input Data ROAD NAME: High Ridge Rd STATION: 4648 Report Created: 06/25/2015 CURRENT YEAR: 2014 FROM: Midpoint MODIFIED ANALYSIS YEAR: 2020 TO: Hypoluxo Rd GROWTH RATE: -0.88% COUNT DATE: 1/27/2014 PSF: 1 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Calvary Chapel Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Race Trac -Hypoluxo Rd Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB 815 402 425 652 368 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 Type %Complete 5 3 2 3 1 1 NR 4 3 1 1 1 1 NR 10 5 5 9 4 4 NR 0 0 0 0 0 0 NR 2 1 2 4 3 2 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 7-70-1 NR 3 2 1 17 8 9 NR 0 0 0 0 0 0 NR 33 26 7 40 14 26 Res 8 4 4 7 4 4 NR 106 56 51 125 66 61 40 32 8 48 17 32 66 24 43 77 49 29 10 5 2 12 4 6 Total Discounted Committed Developments 96 51 49 113 62 55 ROAD NAME: High Ridge Rd CURRENT YEAR: 2014 ANALYSIS YEAR: 2020 GROWTH RATE: -0.88% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Calvary Chapel Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Race Trac -Hypoluxo Rd Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments * Removed traffic from proposed project. Input Data STATION: 4648 FROM: Miner Rd TO: Midpoint COUNT DATE: 1/27/2014 PSF: 1 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB 815 402 425 652 368 1 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 15% 0% 0% 100% 75 91% 75% 0% 73 0% 100% 0% 0% Report Created: 06/25/2015 Type % Complete 5 3 2 3 1 1 NR 4 3 1 1 1 1 NR 10 5 5 9 4 4 NR 0 0 0 0 0 0 NR 2 1 2 4 3 2 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 3 2 1 17 8 9 NR 0 0 0 0 0 0 NR 33 7 26 40 26 14 Res 8 4 4 7 4 4 NR 106 37 70 125 78 49 40 13 27 48 29 20 66 24 43 77 49 29 10 3 7 12 7 5 96 34 63 113 71 44 15% 0% 0% 100% 75 91% 75% 0% 73 0% 100% 0% 0% Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENTYEAR: 2014 FROM: MIDPOINT ANALYSIS YEAR: 2020 TO: Miner Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments 0 0 0 0 0 0 0 0 0to 3 000 5 3 0 0 0 0 0 0 0 0 Renaissance Commons Com 0 0 Hypoluxo Road Charter School 2 1 1 1 0 0 Hypoluxo C -store with Gas 6 3 3 5 3 3 Boynton Town Center 0 0 0 0 0 0 Renaissance Commons Com 2 2 1 4 2 3 Quantum Park DRI 34 6 28 36 28 8 Renaissance Commons Res 1 1 0 1 0 1 Cortina at Boynton Village 6 5 1 7 3 5 Lake Worth Christian School 53 32 21 17 8 10 Hypoluxo Shoppes 1 1 1 7 3 3 Imagine Charter School 0 0 0 0 0 0 The Reserve at High Ridge 38 8 30 46 30 16 Total Committed Developments 143 59 86 124 77 49 Total Committed Residential 45 14 31 54 33 22 Total Committed Non -Residential 98 45 55 70 44 27 Double Count Reduction 11 4 8 14 8 5 Total Discounted Committed Developments 132 55 78 110 69 44 Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENT YEAR: 2014 FROM: Gateway Blvd ANALYSIS YEAR: 2020 TO: MIDPOINT GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Committed Developments 1 Hypoluxo Road Charter School 2 Hypoluxo C -store with Gas 6 Boynton Town Center 0 Renaissance Commons Com 2 Quantum Park DRI 34 Renaissance Commons Res 1 Cortina at Boynton Village 6 Lake Worth Christian School 53 Hypoluxo Shoppes 1 Imagine Charter School 0 The Reserve at High Ridge 38 Total Committed Developments 143 Total Committed Residential 45 Total Committed Non -Residential 98 Double Count Reduction 11 Total Discounted Committed Developments 132 1 1 1 0 0 3 3 5 3 3 0 0 0 0 0 2 1 4 2 3 6 28 36 28 8 1 0 1 0 1 5 1 7 3 5 32 21 17 8 10 1 1 7 3 3 0 0 0 0 0 8 30 46 30 16 59 86 124 77 49 14 31 54 33 22 45 55 70 44 27 4 8 14 8 5 55 78 110 69 44 Report Created: 06/25/2015 ORIGINAL Type % Complete NR 0% NR 0% NR 100% NR 75% NR 91% Res 75% Res 0% NR 73% NR 0% NR 100% Res 0% Report Created: 06/25/2015 Type %Complete NR 0% NR 0% NR 100% NR 75% NR 91% Res 75% Res 0% NR 73% NR 0% NR 100% Res 0% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENT YEAR: 2014 FROM: MIDPOINT ANALYSIS YEAR: 2020 TO: Miner Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Committed Developments Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Report Created: 06/25/2015 MODIFIED * Type % Complete 2 1 1 1 0 0 NR 6 3 3 5 3 3 NR 0 0 0 0 0 0 NR 2 2 1 4 2 3 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 1 1 1 7 3 3 NR 0 0 0 0 0 0 NR 38 8 30 46 30 16 Res 90 27 65 107 69 39 45 14 31 54 33 22 45 13 34 53 36 17 9 3 7 11 7 3 Total Discounted Committed Developments 81 24 58 96 62 36 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENTYEAR: 2014 FROM: Gateway Blvd ANALYSIS YEAR: 2020 TO: MIDPOINT GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Committed Developments Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% Report Created: 06/25/2015 Type %Complete 2 1 1 1 0 0 NR 6 3 3 5 3 3 NR 0 0 0 0 0 0 NR 2 2 1 4 2 3 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 1 1 1 7 3 3 NR 0 0 0 0 0 0 NR 38 8 30 46 30 16 Res 90 27 65 107 69 39 45 14 31 54 33 22 45 13 34 53 36 17 9 3 7 11 7 3 Total Discounted Committed Developments 81 24 58 96 62 36 * Removed traffic from proposed project. 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: Miner Rd STATION: 0 CURRENTYEAR: 2014 FROM: Midpoint ANALYSIS YEAR: 2020 TO: High Ridge Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB 000000 0 0 0 0 0 000000 Type %Complete 0 Calvary Chapel 5 2 000000' 3 1 1 NR 15% ,,000000 4 2 2 4 2 Report Created: 06/25/2015 ORIGINAL Committed Developments 0 0 0 0 0 0 Type %Complete 0 Calvary Chapel 5 2 3 3 1 1 NR 15% Hypoluxo C -store with Gas 4 2 2 4 2 2 NR 0% Knollwood Groves 10 8 2 13 5 9 Res 0% Renaissance Commons Com 1 1 0 2 1 1 NR 75% Quantum Park DRI 20 17 3 22 5 17 NR 91% Renaissance Commons Res 1 0 1 1 1 0 Res 75% Lake Worth Christian School 23 14 9 7 3 4 NR 73% Citrus Cove Elem. 1 0 1 0 0 0 NR 78.70% Hypoluxo Shoppes 1 1 0 5 2 3 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 7 26 40 26 14 Res 0% Total Committed Developments 99 52 47 97 46 51 Total Committed Residential 44 15 29 54 32 23 Total Committed Non -Residential 55 37 18 43 14 28 Double Count Reduction 11 4 4 9 3 6 Total Discounted Committed Developments 88 48 43 88 43 45 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: Miner Rd STATION: 0 Report Created: 06/25/2015 CURRENTYEAR: 2014 FROM: NCongress Ave ANALYSIS YEAR: 2020 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Committed Developments Type %Complete Calvary Chapel 5 2 3 3 1 1 NR 15% Hypoluxo C -store with Gas 4 2 2 4 2 2 NR 0% Knollwood Groves 10 8 2 13 5 9 Res 0% Renaissance Commons Com 1 1 0 2 1 1 NR 75% Quantum Park DRI 20 17 3 22 5 17 NR 91% Renaissance Commons Res 1 0 1 1 1 0 Res 75% Lake Worth Christian School 23 14 9 7 3 4 NR 73% Citrus Cove Elem. 1 0 1 0 0 0 NR 78.70% Hypoluxo Shoppes 1 1 0 5 2 3 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 7 26 40 26 14 Res 0% Total Committed Developments 99 52 47 97 46 51 Total Committed Residential 44 15 29 54 32 23 Total Committed Non -Residential 55 37 18 43 14 28 Double Count Reduction 11 4 4 9 3 6 Total Discounted Committed Developments 88 48 43 88 43 45 ROAD NAME: Miner Rd CURRENT YEAR: 2014 ANALYSIS YEAR: 2020 GROWTH RATE: 0% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Calvary Chapel Hypoluxo C -store with Gas Knollwood Groves Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Lake Worth Christian School Citrus Cove Elem, Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Input Data STATION: 0 FROM: Midpoint TO: High Ridge Rd COUNT DATE: NA PSF: 0 Link Analysis AM PM 2-wav NB/EB SB/WB 2-wav NB/EB SB/WB 00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Report Created: 06/25/2015 MODIFIED * Type %Complete 5 2 3 3 1 1 NR 4 2 2 4 2 2 NR 10 8 2 13 5 9 Res 1 1 0 2 1 1 NR 20 17 3 22 5 17 NR 1 0 1 1 1 0 Res 0 0 0 0 0 0 NR 1 0 1 0 0 0 NR 1 1 0 5 2 3 NR 0 0 0 0 0 0 NR 33 7 26 40 26 14 Res 76 38 38 90 43 47 44 15 29 54 32 23 32 23 9 36 11 24 6 4 2 7 2 5 Total Discounted Committed Developments 70 34 36 83 41 42 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: Miner Rd STATION: 0 CURRENTYEAR: 2014 FROM: NCongress Ave ANALYSIS YEAR: 2020 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2-wav NB/EB SB/WB Committed Developments Calvary Chapel Hypoluxo C -store with Gas Knollwood Groves Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Lake Worth Christian School Citrus Cove Elem. Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Developments * Removed traffic from proposed project. 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15% 0% 0% 75% 91% 75% 73% 78.70% 0% 100% 0% Report Created: 06/25/2015 Type % Complete 5 2 3 3 1 1 NR 4 2 2 4 2 2 NR 10 8 2 13 5 9 Res 1 1 0 2 1 1 NR 20 17 3 22 5 17 NR 1 0 1 1 1 0 Res 0 0 0 0 0 0 NR 1 0 1 0 0 0 NR 1 1 0 5 2 3 NR 0 0 0 0 0 0 NR 33 7 26 40 26 14 Res 76 38 38 90 43 47 44 15 29 54 32 23 32 23 9 36 11 24 6 4 2 7 2 5 70 34 36 83 41 42 15% 0% 0% 75% 91% 75% 73% 78.70% 0% 100% 0% Historic Growth Rate Nominal Growth Rate Peak Season = Buildout Year = Years = 1.57% 1.00% 1.00 2020 6 INTERSECTION ANALYSIS SHEET Lake Worth Christian School Hypoluxo Road & High Ridge Road (Existing Geometrics w/Project) Intersections 15-051 2020 7-25-15.xlsx 712712015 9:50 SUM 353 537 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT I Thru RT I LT Thru I RT LT I Thru I RT I LT I hru I RT Existing Volume (2/6/14) 114 40 204 29 78 24 32 1800 169 252 841 17 Peak Season Volume 114 40 204 29 78 24 32 1,800 169 252 841 17 Historic Growth 11 4 20 3 8 2 3 176 17 25 82 2 Nominal Growth 7 2 13 2 5 1 2 111 10 16 52 1 Approved Projects 14 2 37 12 1 0 0 100 20 37 83 9 Highest Intersection Growth 21 4 50 14 6 1 2 211 30 53 135 10 % Project Traffic 20% 15% 15% 0% 15% 0% 0% 0% 20% 15% 0% 0% Direction out out out in in in out out in in in in Project Traffic 10 8 8 0 12 0 0 0 16 12 0 0 Total 145 52 262 43 96 1 25 34 2,011 215 317 976 27 Critical Volume Analysis No. of Lanes 1 1 <0 1 1 <0 1 3 <0 1 3 <0 Per Lane Volume 145 314 n/a 43 121 n/a 34 742 n/a 317 335 n/a Right Turn on Red 10 10 10 10 RT - RTOR - LT Overlap -327 -44 -155 -53 North-South Critical NB LT + SB TH = 256 SB LT + NB TH = 347 East-West Critical EB LT + WB TH = 359 WB LT + EB TH = 1049 Maximum Critical Sum 347 + 1049 = 1,396 STATUS? NEAR 712712015 9:50 SUM 353 537 N Q n n n O O n N M m O O W to m 7 O m 0 W n If1 N O C' M M n l0 m (!J M O C) m M 00 n O n d' (0 V { r N r r m N N N M N N N M M M N m m N M m M m m m M m CO M M Cl) M M G � r O to m O O h W V O 7 m (OD am0 W M N co O O (m0 O co n M N (0 O n co G M N N N O (D W O r r r r N N N N V M V M rLo -It N d' (0 't V' a mtb O O � CO m In V7 m aD r N W M O N W c0 O N O O o0 (� (!1 EDLO M O O O O O O O O V M N m m N O O O O O O O O O O O O N M r r r M N N N r r r n V N r M M M O O O O o M r r m N o N m n N w 0 O V NO N c0 m (0 O t(1 n c0 n N M (0 m (0 0 0 0 0 0 0 0 0 M M M O M m 0 0 0 0 0 0 W N N N r CON r N r r r r ~ N O m O V O n a0 w (0 O M O m N m O N M M 0 N O n N M O m CO N N r w N O O t- n (0 (p M V N 0) W o n O N W W O O m O � a0 a0 n ([7 n (0 (f) V r r r r r O O a0 r r a0 O n n a0 a0 �% 00 N M V' N o0 O a0 n M n «i n M O 1fl n l(l O (D O N V (f1 (17 f0 (0 N d0' ti a0 N m O O O r O O r O O O O O O O O N r N r r O M r W 0 N O O O O O O W m M I� W N (m0 m O N N tb n O �. M N O m d' d' N m n m 000000 (n r N N N n r V h V C' V n r r r r 0 0 0 w N N N M V' V O O N m N N M tl7 N N u7 O m M (•m7 V M (�7 N N O O O O O O O O O O r-- W mw M N O O O O O O m r r r r r r J W 00 N N n m T d' N 7 (0 m M N 0 ;: O M O M r W N (0 N W O (0 O W N M N W N M O O O O O O N r N r to V (n V N N N N m O r N O O O O r o O o O O o O O N r O o N O O O O o O O o O o O O m mr 0 W O O M Nm N V c0 W (O (0 O n O M (O 7 00 M [t n N N CO W a0 V W 0 0 0 0 0 0 0 0 0 0 0 (0 V 1 0 N n (n z N N N N N r r r N r r N N r r r N H n n M Cl) co (O V V (0 O m N N M V M O n O N 00 n 0 0 0 0 0 0 0 0 0 V N N CO M 04 O O O O O o r r r r J O V n O n 0 n m O 0 m o N "t w w n O m w w 0 o m O W - N. 0 0 0 0 0 0 0 N O V N (0 n CO O N O Z N r N N N r r r r r N r r r r N N M N N N m n r - O m O r O N O o O O o O O o O O O O O O O O O O O O O O O O z WrG rG rG ¢¢ a a a Q Q¢¢ (L a a a Q¢¢¢ m m m m¢¢¢ m m m¢¢¢¢¢¢ O (n in o o O o rn O U) o (n O (n in u� in o 0 0 0 o u� in (n m o 0 0 0 o mm 7 V o O O O r m d' O V' m r r r r V O O O m m r d' <t d' M M m M M d' r; r. v iq LO r- r= rl v Lo v v rl- r.- � r- v ui vi ui r- r- r- v v v r; r-- r- n r-- n N O (0 N O (0 N O O N O O V M m 7V gym., M V M V m f a N N OF W O O O O N O r0 O N O r0 O O N O O N O O r0 O N r0 O N O r0 O O O O QN N N N N N N N N N N N N N N N N N N N N N N N N N N ® V n _N V n N N� W N N O !n r O M V r r M N r d' N Or r 7 N O N O M N eN- M 01 N W ❑ ❑ ❑ ❑ ❑ ❑ Ill } } } } } 2 2 2 2 2 2 2 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I 2 2 2 2 2 z z z z z z z z J J J J J J J J W W W W W W Q 2 2 2 2 2 2 2 2 ❑ ❑ ❑ ❑ ❑ ❑ V) (q (A fn U7 (n z z z z z z z z xw xw w w w w w w ¢ Q Q¢ Q¢ Z w w W w w w W W W W W W W W w W W W W W W x x x x x x w w w W w w w w w w w¢ Q¢ Q¢ Q¢ Q¢¢¢ ><¢¢¢¢ C7 (7 C7 C� C7 C7 rn m Lo rn m m W LL tL2—————— w W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ F- rn o 0 0 0 0 0 0 o O o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x g w ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 ❑ ❑ ❑ ❑ ❑ 7 ❑ ❑ 7 ❑ ❑ ❑ 7 7 ❑ ❑ ❑ ❑ 7 7 ❑ ❑ ❑ ❑ ❑ N W J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 of rl m m rl a a m a a a a a m m a m m a a a a a m a m m m m m m m m a N 2 2 x 2 2 2 2 2 2 2 x x 2 2 2 2 2 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 x C D � w w w w w w CD a v v v v a v v v c v v v v v v v v v v v c v d a v v v v v v v v p W � E -W Street: Hypoluxo Rd N -S STREET: High Ridge Rd TIME PERIOD: AM GROWTH RATE: 0.98% SIGNAL ID: 41720 Existing Volume Diversions Peak Season Volume Committed Developments Renaissance Commons Res Hypoluxo C -store with Gas Race Trac -Hypoluxo Rd The Reserve at High Ridge Lake Worth Christian School Cortina at Boynton Village Hypoluxo Road Charter School Calvary Chapel Hypoluxo Shoppes Quantum Park DRI Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Input Data COUNT DATE: 2/6/2014 CURRENT YEAR: 2014 ANALYSIS YEAR: 2020 PSF: 1 Intersection Volume Development Eastbound Westbound Northbound Left Thru Right Left Thru Right Left Thru Right Left 32 1800 169 252 841 17 114 40 204 29 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 32 1800 169 252 841 17 114 40 204 29 Report Created: 06/25/2015 Southbound Thru 78 0% 78 0 1 0 0 0 0 0 0 1 0 0 0 19 0 5 19 5 0 0 5 5 0 0 20 0 4 20 0 0 0 4 0 0 0 0 2 4 0 0 8 2 15 0 1 0 0 5 5 0 0 3 0 3 0 0 0 5 0 1 1 0 0 0 5 0 0 0 29 0 1 13 2 0 0 3 4 0 0 20 3 0 24 0 3 0 0 0 0 0 8 0 1 6 2 0 0 2 3 0 0 0 11 17 0 0 2 0 3 0 0 0 102 21 38 83 9 16 2 41 12 1 0 6 2 5 1 0 8 2 21 0 1 0 96 19 33 82 9 8 0 20 12 0 0 2 1 1 0 0 2 0 4 0 0 0 100 20 37 83 9 14 2 37 12 1 Historical Growth 2 108 10 15 51 1 7 2 12 2 Comm Dev+1% Growth 2 211 30 53 135 10 21 4 50 14 Growth Volume Used 2 211 30 53 135 10 21 4 50 14 Total Volume 34 2011 199 305 976 27 135 44 254 43 0 19 0 Input Data 0 E -W Street: Hypoluxo Rd 0 COUNT DATE: 2/6/2014 N -S STREET: High Ridge Rd 0 0 CURRENTYEAR: 2014 15 0 TIME PERIOD: PM 4 ANALYSIS YEAR: 2020 8 GROWTH RATE: 0.98% 0 0 PSF: 1 1 0 SIGNAL ID: 41720 1 0 1 Existing Volume Diversions Peak Season Volume Committed Developments Renaissance Commons Res Hypoluxo C -store with Gas Race Trac -Hypoluxo Rd The Reserve at High Ridge Lake Worth Christian School Cortina at Boynton Village Hypoluxo Road Charter School Calvary Chapel Hypoluxo Shoppes Quantum Park DRI Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Total Discounted Committed Historical Growth Comm Dev+1% Growth Growth Volume Used Total Volume Intersection Volume Development Eastbound Westbound Northbound Left Thru Right Left Thru Right Left Thru Right Left 71 1237 105 142 1738 46 147 73 156 18 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 71 1237 105 142 1738 46 147 73 156 18 5 6 6 84 Report Created: 06/25/2015 Southbound Thru 54 0% 54 0 1 0 1 1 0 0 0 1 0 0 0 18 0 4 18 4 0 0 4 4 0 0 19 0 4 18 0 0 0 4 0 0 0 0 7 15 0 0 4 1 8 0 2 0 0 1 1 0 0 1 0 1 0 0 0 3 0 5 5 0 0 0 3 0 0 0 6 0 1 7 1 0 0 1 1 0 0 11 2 0 10 0 1 0 0 0 0 0 37 0 9 39 13 0 0 8 12 0 0 0 3 5 0 0 11 0 17 0 0 0 95 13 45 98 18 17 1 47 17 2 0 4 7 21 6 0 4 1 12 0 2 0 91 6 24 92 18 13 0 35 17 0 0 1 1 5 2 0 1 0 3 0 0 0 94 12 40 96 18 16 1 44 17 2 4 75 6 9 105 3 9 4 9 1 3 4 170 18 49 203 21 25 5 54 18 5 4 170 18 49 203 21 25 5 54 18 5 75 1407 123 191 1941 67 172 78 210 36 59 Right 24 0% 24 Type % Complete 0 Res 75% 0 NR 0% 0 NR 0% 0 Res 0% 0 NR 73% 0 Res 0% 0 NR 0% 0 NR 15% 0 NR 0% 0 NR 91% 0 0 0 0 0 1 1 1 25 Right 35 0% 35 Type %Complete 0 Res 75% 0 NR 0% 0 NR 0% 0 Res 0% 0 NR 73% 0 Res 0% 0 NR 0% 0 NR 15% 0 NR 0% 0 NR 91% 0 0 0 0 0 2 2 2 37 Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.5 Generated: 7/27/2015 10:30 AM SHORT REPORT General Information Site Information Analyst PTC Agency or Co. #15-051 Date Performed 7/27/2015 Time Period AM Peak Hour Intersection Area Type Jurisdiction Analysis Year Hypoluxo Rd & High Ridge Rd All other areas PBC -Exist Timing 2020 - Exist. Lanes Volume and Timing Input LT EB TH RT LT WB TH RT LT NB TH RT LT SB TH RT Number of Lanes 1 3 0 1 3 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume (vph) 34 2011 215 317 976 27 145 52 262 43 96 25 Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Pretimed/Actuated (P/A) A A A A A A A A A A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 4 3 4 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 1 3.2 3.2 1 3.2 Phasing Excl. Left WB Only EW Perm 04 NS Perm 06 07 08 Timing G= 16.5 IY= 7.5 1Y= G= 3.0 0 G= Y= 75.0 8 G= 0.0 G= 32.0 G= 0.0 G= Y= 0 Y= 8 Y= 0 1Y= 0.0 0 G= 1Y= 0.0 0 Duration of Anal sis hrs = 0.25 Cycle Length C = 150.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 36 2343 334 1055 153 331 45 127 Lane Group Capacity 427 2501 369 2628 260 348 93 385 v/c Ratio 0.08 0.94 0.91 0.40 0.59 0.95 0.48 0.33 Green Ratio 0.61 0.50 0.73 0.52 0.21 0.21 0.21 0.21 Uniform Delay d1 11.7 35.3 51.0 21.8 53.1 58.2 51.8 149.9 Delay Factor k 0.11 0.45 0.43 0.11 0.18 0.46 0.11 0.11 Incremental Delay d2 0.1 1 7.6 25.0 0.1 3.5 35.5 3.9 0.5 PF Factor 1.000 0.767 1.000 0.735 1.000 1.000 1.000 1.000 Control Delay 11.8 34.6 76.0 16.1 56.6 93.8 55.7 50.4 Lane Group LOS 8 C E 8 E F E D Approach Delay 34.3 30.6 82.0 51.8 Approach LOS C C F I D Intersection Delay 39.0 Intersection LOS I D Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.5 Generated: 7/27/2015 10:30 AM 41720: 3710 - Hypoluxo Rd and High Ridge Rd( Standard File) TB Coor, Day Plan [4.4] Day Plan Table 1 1 1 2 1 3 4 5 1 6 7 8 9 10 11 12 13 14 15 16 i Hour Minute Action100 6 I 9 1 14 18 30—L 30 ; 30 30 2 1 3 4 20 _ 30 100 Cycle Time 1 140 Day Plan Table 2 Hour_ - Minute Action 1 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 12 13 14 15 16 100 1 100 L Hour Minute G .... Action_ 100 D ya- _Plan Table 3 1 2 3 4 5 6 J $ 9 10 11 12 13 14 15 16 Hour Minute G .... Action_ 100 8 20 -- 1 100 Cycle Time 1 140 Coordination, Pattern 1-16 [2. 1 ]/Coordination, Alt Tables+[2.6] Pattern 1 1 2 1 3 4 1 5 j 6 7 8 9 10 11 12 13 14 15 16 Cycle Time 1 140 150 160 120 _ NON NON CoordmPhI_ ON -__ ___:._._._ .._ NON NON NON _NON ! NON_ j Offset Time 45 125 1 119 20 _ Split Number j 1 Seq Number 1 2 3 4 5 1 I_ - 1� 1I 6 7 1 1 8 9 w 1 j I 1 10 0 1 11 12 1 _ 13 14 _ 15 16 Ph Opt Alt�_.� Ph Time Alt Coordination, Splits [2.7.1] SplitTable 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time ; 22 78 j Modem NON MAX NON 40 25 NON NON 75 MAX _! �__ _ I_ _.� m NON NON NO_N NON NON NON NON _ NON NON CoordmPhI_ ON -__ ___:._._._ .._ NON NON NON _NON ! NON_ ____.__. _ Split Table 2 1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 _ Time 1 _ 24 Modemm 1 NON Coord-Ph _ ' _ _ 86 _ _ �MA-X wF NON lN 40 27 NON NON 83 MAX NON 40 _ 1 NON NON_ .._ NON NON NON _NON ! NON_ _ _ NON NON , flit Table_3_ 1 1 2 3 4 5 1 6 7 8 1 9 10 11 12 13 14 15 16 Time 20_ 100_ _ a -_ __.. Mode T 1 NON MAX 1 NON 40 30 NON € NON 90 40 _1 _ _ ._______ ___. MAX F NON_ NON NON NON NON ��NON _ NON NON _ NON_ NON __� Coord-Ph i _._N _, i_ _ .__. NON i NON MAX NON NON NON _. _ Split Table 4 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 j Time I 22 5�8 1 _ _ ModeNON NIAX ': NON _40_i_22 58 40 j NON 1 NON MAX NON NON NON _ NON _ _E _#-N NON NON _ s-NCood-Phi_..___._....._..._.---._..___..._...___._:.__....._.._......_..........._._....:T......_..._........____._.___..___._..__...._.°_._...___. NON NON NON Made i NON MAX 1 NON a._.r._ Coord Ph _. _... ON NON i NON MAX NON NON NON NON NON i NON NON O I NON 'I NON Split Table 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time i � Made i NON MAX 1 NON a._.r._ Coord Ph _. _... ON NON i NON MAX NON NON NON NON NON i NON NON O I NON 'I NON flit Table 6_ 1 2 3 4 5 6 7 1 8 9 10 11 12 13 14 1 15 16 j ............._._..........__Time .......... ....... ..,._.._.-......_.__........_._.....--..--;-----..._..._.. ....... Mode i NON E MAX I NON NON NON ..... ..___;_...____...__.._. MAX NON _--•--._..___..:._._..--.-_---..._.__.........__... NON i NON .. NON NON NON _ ; _ NON 1 NO NON NON ] Coord-Ph ON i _ Approved By: Stephen Shreve Date: Palm Beach County Preempt & Overlap Timing Sheet 1/4/2012 Palm Beach County Signal Timing Sheet 41720 : 3710 - Hypoluxo Rd and High Ridge Rd ( Standard File) Phase 11.1.11 1/4/2012 Phase OlDtion [1.1.21 1 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 EL (WT) Call Phase; 1 2_ 3 Ph ! 6 Switch - T - _ _ _ T) (WL) (ET) ST Enable Auto Entry ON ON _ - ON ON ON ON i Ped Clearance ON � 25 I _...... _ _.._.._._._.._.._._ Min Green _.._._.._._.._._,_. 4 _._10 ._._. 20 ___ 1t 4 20 .... 6 I - Passage 2 4 2 4 _ 2 I I_ Maxl Max2 20 45 _.._ _. _. 35 25 45 _ 35 ` .... .........._ Yellow 4 4.5 4 4 4.5 _ 4 ! Red 3.5 3.5 4 3.5 3.54 ...... ..... Phase OlDtion [1.1.21 Detector. Vehicle Parameters 1-16 15.11 1 2 3 1 Z 3 4 56 (EBLI) (WBT3) 7 8 9 10 it 12 13 14 15 16 (EL) (WT) Call Phase; 1 2_ 3 Ph ! 6 Switch - T - _ _ _ (INT) ) ET ST Enable Auto Entry ON ON _ - ON ON ON ON ON ON_ Auto Exit ON Non Actl i LockCall - ----. _.__ .._. .____._._. _.._ _. _. .. ._ __... .E_ . .... .........._ Min Recall ON ON T _ Max Recall iI ! _ Ped Recall Dual Entry _.._._.. _._..__.._ Sim Gam Enable ._...__._.__ ON ON ON ON . ON ON 1 ON ON ON ON ON ON ON -� � _ i SON Rest In Walk (_ .—._ Detector. Vehicle Parameters 1-16 15.11 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 (EBLI) (WBT3) (NBT1) (WBL1) (EBT3) (SBTl) Call Phase; 1 2_ 3 Ph ! 6 Switch - T - _ _ _ 4 5 ( 6 7 _ _ ! 2 ( 8 Detector, Vehicle Parameters 17-32 [5.11 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 1 31 F 32 Switch Phase _ i Delay Time Detector_ Vehicle Parameters 33-49 15.11 33 1 34 1 35 I Call Phase Switch Phase Dela Time 36 37 38 39 40 1 41 42 43 44 1 45 46 47 1 48 _ Detector, Vehicle Parameters 49-64 [5.1] 49 1 50 1 51 1 52 1 53 1 54 1 55 1 56 1 57 1 58 1 59 1 60 1 61 1 62 1 63 1 64 Phase Time Approved By: Stephen Shreve Date: Palm Beach County System Timing Sheet 1/4/2012 INTERSECTION ANALYSIS SHEET Lake Worth Christian School Miner Road & High Ridge Road (Existing Geometrics w/Project) Historic Growth Rate = 1.57% Nominal Growth Rate = 1.00% Peak Season = 1.08 Buildout Year = 2020 Years = 6 Intersections 15-051 2020 7-25-15.xlsx * No Intersection information on the TPS Database, therefore used link data. 712712015 9:50 SUM 145 213 AM Peak Hour Intersection Volume Development Northbound Southbound I Eastbound Westbound LT I Thru RT I LT I Thru I RT I LT I Thru RT I LT I Thru RT Existing Volume (8/26/14) 144 240 0 0 273 98 157 0 463 0 0 0 Peak Season Volume 156 259 0 0 295 106 170 0 500 0 0 0 Historic Growth 15 25 0 0 29 10 17 0 49 0 0 0 Nominal Growth 10 16 0 0 18 7 10 0 31 0 0 0 Approved Projects * 9 15 0 0 46 17 9 0 25 0 0 0 Highest Intersection Growth 19 31 0 0 64 24 19 0 56 0 0 0 % Project Traffic 0% 35% 0% 0% 35% 15% 15% 0% 0% 0% 0% 0% Direction out in out in out out in out in in in in Project Traffic 0 28 0 0 18 8 12 0 0 0 0 0 Total 175 319 0 0 377 1 137 200 0 556 0 0 0 Critical Volume Analysis No. of Lanes 1 1 0 0 1 < 0 1 0 1 0 0 0 Per Lane Volume 175 319 n/a 0 514 n/a 200 0 556 0 0 n/a Right Turn on Red 0 10 60 0 RT - RTOR - LT Overlap 0 -210 321 0 North-South Critical NB LT + SB TH = 679 SB LT + NB TH = 319 East-West Critical IEB LT + WB RT = 200 1WB LT + EB RT = 321 Maximum Critical Sum 679 + 321 = 1,000 STATUS ? UNDER * No Intersection information on the TPS Database, therefore used link data. 712712015 9:50 SUM 145 213 Two -Way Stop Control neral Information TWO-WAY STOP CONTROL SUMMARY Site Information Intersection 15-051 Jurisdiction 015 Analvsis Year nal st PTC enc' /Cd. PTC Date Performed 7/25/2 Anal sis Time Period AM Peak 1.1:1 Page 1 of 1 Project Description Lake Worth Christian School East/West Street: Miner Road North/South Street: High Eidge Road_ Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) Peak -Hour Factor, PHF 175 0.95 319 0.95 1.00 1.00 377 0.95 137 0.95 Hourly Flow Rate, HFR veh/h 184 335 0 0 396 144 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 1 0 1 0 1 0 Configuration L T TR Upstream Signal 0 1 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 200 556 Peak -Hour Factor, PHF 0.95 1.00 0.95 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 210 0 585 0 0 0 Percent Heavy Vehicles 2 0 2 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 0 0 0 Configuration I L R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 184 210 585 C (m) (veh/h) 1028 298 595 /c 0.18 0.70 0.98 95% queue length 0.65 4.94 14.20 Control Delay (s/veh) 9.3 41.4 59.1 LOS A E F Approach Delay (s/veh) -- -- 54.5 Approach LOS -- -- F Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 file:///C:/Users/Andrea%202/AppData/Local/Temp/u2k l267.tmp Generated: 7/27/2015 10:02 AM 7/27/2015 Traffic Survey Specialists, Inc. MINER ROAD & HIGH RIDGE ROAD 624 Gardenia Terrace Study Name: MINE_HIG BOYNTON BEACH, FLORIDA Delray Beach, Florida 33444 Site Code : 00140178 COUNTED BY: RALPH ESPADA Phone (561) 272-3255 Start Date: 08/26/14 NOT SIGNALIZED Page 1 ALL VEHICLES HIGH RIDGE ROAD ----- IHIGH RIDGE ROAD (MINER ROAD (From North IFrom East IFrom South IFrom West Start I I I I jIntvl. Time I UTurn Left Thru Right) UTurn Left Thru Right) UTurn Left Thru Right) UTurn Left Thru Right) Total 08/26/14 I 1 1 1 07:001 0 0 41 71 0 0 0 01 0 19 27 01 0 11 0 961 201 07:151 0 0 53 is [ --a 0 0 01 0 40 49 01 0 43 0 1161 316 07:301 0 0 69 191 0 0 0 01 0 31 69 01 0 51 0 1291 368 07.451 0 0 87 211 0 0 0 01 0 36 71 01 0 40 0 1291 384 Hour[ 0 0 250 621 0 0 0 01 0 126 216 01 0 145 0 4701 1269 1 08:00 0 0 64 1 431 0 0 0 1 01 1 36 51 1 01 0 23 0 1 891 307 08:15 0 0 86 591 0 0 0 01 0 45 29 0I 0 9 0 611 288 08:301 0 0 85 711 0 0 0 01 0 44 23 01 0 11 0 661 300 08:451 0 0 95 1011 0 0 0 01 0 57 34 0 0 11 0 55_L_35 3 Hour 0 0 330 2731 0 0 0 01 1 182 137 01 0 54 0 2711 1 1248 1 (BREAKII--------------------------- 1 I --------------------------- 1 I--------------------------- 1 I----- ---------------I------ 1 14:00 0 0 26 161 0 0 0 01 1 35 40 1 01 0 9 0 191 146 14:151 0 0 29 81 0 0 0 01 0 25 29 01 0 9 0 241 124 14:301 0 0 27 131 0 0 0 01 0 31 48 01 0 12 0 221 153 14:451 0 0 37 251 0 0 0 01 0 39 43 01 0 25 0 311 200 Hour 0 0 119 621 0 0 0 01 1 130 160 01 0 55 0 961 623 1 15:001 0 0 42 1 441 0 0 0 1 01 0 30 49 1 01 0 16 0 1 181 199 15:151 0 0 36 281 0 0 0 01 0 53 34 01 0 13 0 231 187 15:301 0 0 51 471 0 0 0 01 0 65 29 01 0 4 0 351 231 15:451 0 0 79 891 0 0 0 01 0 79 34 01 0 6 0 191 306 Hour 0 0 208 2081 0 0 0 01 0 227 146 01 0 39 0 951 923 1 16:001 0 0 85 1 891 0 0 0 1 01 0 82 52 1 01 0 10 0 1 261 344� 16:151 1 0 84 511 0 0 0 01 0 59 50 01 1 12 0 371 295 pt-AK- 16:301 0 0 61 281 0 0 0 01 0 69 60 01 0 10 0 261 254 AFT 16:451 0 0 44 251 0 0 0 01 0 70 65 01 0 15 0 171 236 4-Vi't Hour) 1 0 274 1931 0 0 0 01 0 280 227 01 1 47 0 1061 1129 1 17.001 0 0 52 1 371 0 0 0 1 01 0 77 68 1 01 0 17 0 1 221 273 17:151 0 0 46 381 0 0 0 01 0 63 88 01 0 20 0 281 283 17:301 0 0 46 301 0 0 0 01 0 87 64 01 0 17 0 311 275 17:451 0 0 40 281 0 0 0 01 0 70 48 01 0 10 0 321 228 Hour 0 0 184 1331 0 0 0 01 0 297 268 01 0 64 0 1131 1059 1 Total 1 0 1365 1 9311 0 0 0 1 01 2 1242 1154 1 01 1 404 0 1 11511 6251 Apr. I - - 59.4 40.51 - - - -1 - 51.7 48.1 -1 - 25.9 - 73.9 - k Int. I - - 21.8 14.8 - - - -1 - 19.8 18.4 -1 - 6.4 - 18.4 - 7 1O_-51 144 0 242 Traffic Survey Specialists, Inc. - 157 157 MINER ROAD & HIGH RIDGE ROAD 0 624 Gardenia Terrace Site Code : 00140178 BOYNTON BEACH, FLORIDA Delray Beach, Florida 33444 Start Date: 08/26/14 COUNTED BY: RALPH ESPADA Phone (561) 272-3255 File I.D. MINE HIG NOT SIGNALIZED Page 2 ALL VEHICLES - ----------- HIGH RIDGE ROAD I----- THIGH RIDGE ROAD IMINER ROAD From North jFrom East lFrom South lFrom West UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right Total Date08/26/14 ----------------- --------------------------------------------------------------------------- ---------- Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 08/26/14 Peak start 07:15 07:15 07:15 1 07:15 1 Volume 0 0 273 98 0 0 0 0 1 143 240 0 1 0 157 0 463 Percent 0% 0% 7496 26% 0& 0% 0% 0%- 096 37% 62% 0% 0% 25% 0% 75% Pk total 371 0 384 620 Highest 07:45 07:00 07:45 07:30 volume 0 0 87 21 0 0 0 0 0 36 71 0 0 51 0 129 Hi total 108 0 107 180 PHF .86 .0 .90 .86 1 IHIGH RIDGE ROADII i 7 1O_-51 144 0 242 98 - 157 157 • 0 0 - 463 463 • 98 • 273 - 0 157 240 0 98 273 0 397 1 371 1 768 • ALL VEHICLES 0 862 0 620 Intersection Total 1,375 1,120 F— 384 0 • 144 • 240 273 463 ------ ------ ------ ----- 736 144 240 HIGH RIDGE ROAD I 0 0 0 • 0 0 0 0 0 I 2014 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 9301 CEN. -W OF US1 TO SR7 MOCF: 0.96 WEEK DATES SF PSCF -------------------------------------------------------------------------------- 1 01/01/2014 - 01/04/2014 0.97 1.01 2 01/05/2014 - 01/11/2014 0.99 1.03 3 01/12/2014 - 01/18/2014 1.00 1.04 4 01/19/2014 - 01/25/2014 0.99 1.03 * 5 01/26/2014 - 02/01/2014 0.98 1.02 * 6 02/02/2014 - 02/08/2014 0.97 1.01 * 7 02/09/2014 - 02/15/2014 0.96 1.00 * 8 02/16/2014 - 02/22/2014 0.95 0.99 * 9 02/23/2014 - 03/01/2014 0.95 0.99 *10 03/02/2014 - 03/08/2014 0.95 0.99 *11 03/09/2014 - 03/15/2014 0.95 0.99 *12 03/16/2014 - 03/22/2014 0.95 0.99 *13 03/23/2014 - 03/29/2014 0.96 1.00 *14 03/30/2014 - 04/05/2014 0.96 1.00 *15 04/06/2014 - 04/12/2014 0.97 1.01 *16 04/13/2014 - 04/19/2014 0.97 1.01 *17 04/20/2014 - 04/26/2014 0.98 1.02 18 04/27/2014 - 05/03/2014 0.99 1.03 19 05/04/2014 - 05/10/2014 0.99 1.03 20 05/11/2014 - 05/17/2014 1.00 1.04 21 05/18/2014 - 05/24/2014 1.01 1.05 22 05/25/2014 - 05/31/2014 1.02 1.06 23 06/01/2014 - 06/07/2014 1.03 1.07 24 06/08/2014 - 06/14/2014 1.04 1.08 25 06/15/2014 - 06/21/2014 1.05 1.09 26 06/22/2014 - 06/28/2014 1.06 1.10 27 06/29/2014 - 07/05/2014 1.07 1.11 28 07/06/2014 - 07/12/2014 1.07 1.11 29 07/13/2014 - 07/19/2014 1.08 1.13 30 07/20/2014 - 07/26/2014 1.07 1.11 31 07/27/2014 - 08/02/2014 1.06 1.10 32 08/03/2014 - 08/09/2014 1.05 1.09 33 08/10/2014 - 08/16/2014 1.04 1.08 34 08/17/2014 - 08/23/2014 1.03 1.07 35 08/24/2014 - 08/30/2014 1.04 1.08 36 08/31/2014 - 09/06/2014 1.04 1.08 37 09/07/2014 - 09/13/2014 1.04 1.08 38 09/14/2014 - 09/20/2014 1.04 1.08 39 09/21/2014 - 09/27/2014 1.03 1.07 40 09/28/2014 - 10/04/2014 1.01 1.05 41 10/05/2014 - 10/11/2014 1.00 1.04 42 10/12/2014 - 10/18/2014 0.98 1.02 43 10/19/2014 - 10/25/2014 0.99 1.03 44 10/26/2014 - 11/01/2014 1.00 1.04 45 11/02/2014 - 11/08/2014 1.00 1.04 46 11/09/2014 - 11/15/2014 1.01 1.05 47 11/16/2014 - 11/22/2014 1.01 1.05 48 11/23/2014 - 11/29/2014 1.00 1.04 49 11/30/2014 - 12/06/2014 0.99 1.03 50 12/07/2014 - 12/13/2014 0.98 1.02 51 12/14/2014 - 12/20/2014 0.97 1.01 52 12/21/2014 - 12/27/2014 0.99 1.03 53 12/28/2014 - 12/31/2014 1.00 1.04 * PEAK SEASON 09 -MAR -2015 16:07:54 830UPD 4 9301 PKSEASON.TXT Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB QQQQQOi Input Data 000000 Type %Complete ROAD NAME: Miner Rd STATION: 0 2 000000 Report Created: 06/25/2015 1 CURRENT YEAR: 2014 NR FROM: Midpoint ,000000 MODIFIED 2 ANALYSIS YEAR: 2020 4 TO: High Ridge Rd 2 NR 0% GROWTH RATE: 0% 10 COUNT DATE: NA 2 13 5 9 Res 0% PSF: 0 1 1 0 2 1 1 Link Analysis 75% Quantum Park DRI 20 Time Period 3 AM PM 17 NR 91% Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB 1 0 Existing Volume 75% 0 0 0 0 0 0 0 0 Peak Volume NR 0 0 0 0 0 0 1 0 Diversion(%) 0 0 0 0 0 0 0 0 5 Volume after Diversion 3 0 0 0 0 0 0 0 0 0 0 0 NR Committed Developments The Reserve at High Ridge 33 7 26 Type %Complete Calvary Chapel 5 2 3 3 1 1 NR 15% Hypoluxo C-store with Gas 4 2 2 4 2 2 NR 0% Knollwood Groves 10 8 2 13 5 9 Res 0% Renaissance Commons Com 1 1 0 2 1 1 NR 75% Quantum Park DRI 20 17 3 22 5 17 NR 91% Renaissance Commons Res 1 0 1 1 1 0 Res 75% Lake Worth Christian School r 0 0 0 0 0 0 NR 73% Citrus Cove Elem. 1 0 1 0 0 0 NR 78.70% Hypoluxo Shoppes 1 1 0 5 2 3 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 7 26 40 26 14 Res 0% Total Committed Developments 76 38 38 90 43 47 Total Committed Residential 44 15 29 54 32 23 Total Committed Non-Residential 32 23 9 36 11 24 Double Count Reduction 6 4 2 7 2 5 Total Discounted Committed Developments 70 34 36 83 41 J 42 G76 Input Data ROAD NAME: Miner Rd STATION: 0 Report Created: 06/25/2015 CURRENT YEAR: 2014 FROM: N Congress Ave ANALYSIS YEAR: 2020 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB QQQQQOi 000000 Type %Complete Calvary Chapel 5 2 000000 3 1 1 NR 15% ,000000 4 2 2 4 2 Committed Developments Type %Complete Calvary Chapel 5 2 3 3 1 1 NR 15% Hypoluxo C -store with Gas 4 2 2 4 2 2 NR 0% Knollwood Groves 10 8 2 13 5 9 Res 0% Renaissance Commons Com 1 1 0 2 1 1 NR 75% Quantum Park DRI 20 17 3 22 5 17 NR 91% Renaissance Commons Res 1 0 1 1 1 0 Res 75% Lake Worth Christian School 0 0 0 0 0 0 NR 73% Citrus Cove Elem. 1 0 1 0 0 0 NR 78.70% Hypoluxo Shoppes 1 1 0 5 2 3 NR 0% Imagine Charter School 0 0 0 0 0 0 NR 100% The Reserve at High Ridge 33 7 26 40 26 14 Res 0% Total Committed Developments 76 38 38 90 43 47 Total Committed Residential 44 15 29 54 32 23 Total Committed Non -Residential 32 23 9 36 it 24 Double Count Reduction 6 4 2 7 2 5 Total Discounted Committed Developments 70 34 36 83 41 42 * Removed traffic from proposed project. Input Data ROAD NAME: High Ridge Rd STATION: 4648 Report Created: 06/25/2015 CURRENT YEAR: 2014 FROM: Midpoint MODIFIED ANALYSIS YEAR: 2020 TO: Hypoluxo Rd GROWTH RATE: -0.88% COUNT DATE: 1/27/2014 PSF: 1 ROAD NAME: High Ridge Rd CURRENT YEAR: 2014 ANALYSIS YEAR: 2020 GROWTH RATE: -0.88% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Calvary Chapel Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Race Trac-Hypoluxo Rd Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Input Data STATION: 4648 FROM: Miner Rd TO: Midpoint COUNT DATE: 1/27/2014 PSF: 1 Link Analysis AM PM 2-wav NB/EB SB/WB 2-wav NB/EB SB/WB 815 402 425 Link Analysis 368 1 284 815 Time Period 425 AM 368 284 PM 0 0 Direction 2 -way NB/EB SB/WB 2 -way NB/EB 5B/WB 368 Existing Volume 815 402 425 652 368 284 2 Peak Volume 815 402 425 652 368 284 36 Diversion(%) 0 0 0 0 0 0 0 Volume after Diversion 815 402 425 652 368 284 5 Res 0 0 0 0 0 Committed Developments NR 3 2 1 17 8 Type %Complete Calvary Chapel 5 3 2 3 1 1 NR Hypoluxo Road Charter School 4 3 1 1 1 1 NR Hypoluxo C -store with Gas 10 5 5 9 4 4 NR Boynton Town Center 0 0 0 0 0 0 NR Renaissance Commons Com 2 1 2 4 3 2 NR Quantum Park DRI 34 6 28 36 28 8 NR Renaissance Commons Res 1 1 0 1 0 1 Res Cortina at Boynton Village 6 5 1 7 3 5 Res Lake Worth Christian School r —00 0 0 0 0 NR Hypoluxo Shoppes 3 2 1 17 8 9 NR Imagine Charter School 0 0 0 0 0 0 NR The Reserve at High Ridge 33 26 7 40 14 26 Res Race Trac -Hypoluxo Rd 8 4 4 7 4 4 NR Total Committed Developments 106 56 51 125 66 61 Total Committed Residential 40 32 8 48 17 32 Total Committed Non -Residential 66 24 43 77 49 29 Double Count Reduction 10 5 2 12 4 6 Total Discounted Committed Developments 96 51 49 113 62 55 ROAD NAME: High Ridge Rd CURRENT YEAR: 2014 ANALYSIS YEAR: 2020 GROWTH RATE: -0.88% Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Calvary Chapel Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Race Trac-Hypoluxo Rd Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction Input Data STATION: 4648 FROM: Miner Rd TO: Midpoint COUNT DATE: 1/27/2014 PSF: 1 Link Analysis AM PM 2-wav NB/EB SB/WB 2-wav NB/EB SB/WB 815 402 425 652 368 1 284 815 402 425 652 368 284 0 0 0 0 0 0 815 402 425 652 368 284 15% 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% 0% Report Created: 06/25/2015 Type %Complete 5 3 2 3 1 1 NR 4 3 1 1 1 1 NR 10 5 5 9 4 4 NR 0 0 0 0 0 0 NR 2 1 2 4 3 2 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 3 2 1 17 8 9 NR 0 0 0 0 0 0 NR 33 7 26 40 26 14 Res 8 4 4 7 4 4 NR 106 37 70 125 78 49 40 13 27 48 29 20 66 24 43 77 49 29 10 3 7 12 7 5 Total Discounted Committed Developments 96 34 " Removed traffic from proposed project. 15% 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% 0% 63 113 71 144 I s f (�J'�—_SL -,C) 1 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENTYEAR: 2014 FROM: MIDPOINT ANALYSIS YEAR: 2020 TO: Miner Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis AM PM 2 -way NB/EB SB/WB 2 -way NB/EB SB/WB Committed Developments Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Report Created: 06/25/2015 MODIFIED * Type %Complete 2 1 1 1 0 0 NR 6 3 3 5 3 3 NR 0 0 0 0 0 0 NR 2 2 1 4 2 3 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 1 1 1 7 3 3 NR 0 0 0 0 0 0 NR 38 8 30 46 30 16 Res 90 27 65 107 69 39 45 14 31 54 33 22 45 13 34 53 36 17 9 3 7 11 7 3 Total Discounted Committed Developments 81 24 58 96 62 36 Input Data ROAD NAME: High Ridge Rd STATION: 0 CURRENTYEAR: 2014 FROM: Gateway Blvd ANALYSIS YEAR: 2020 TO: MIDPOINT GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Hypoluxo Road Charter School Hypoluxo C -store with Gas Boynton Town Center Renaissance Commons Com Quantum Park DRI Renaissance Commons Res Cortina at Boynton Village Lake Worth Christian School Hypoluxo Shoppes Imagine Charter School The Reserve at High Ridge Total Committed Developments Total Committed Residential Total Committed Non -Residential Double Count Reduction AM PM 2-wav NB/EB SB/WB 2-wav NB/EB SB/WB 000000 1 1 1 0 0 o0000o 6 3 3 5 3 000000 NR 0 0 0 0 �QQQQQQ 0 NR 2 2 1 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% Rb c t 0 T;E�S�-`ho N Report Created: 06/25/2015 Type % Complete 2 1 1 1 0 0 NR 6 3 3 5 3 3 NR 0 0 0 0 0 0 NR 2 2 1 4 2 3 NR 34 6 28 36 28 8 NR 1 1 0 1 0 1 Res 6 5 1 7 3 5 Res 0 0 0 0 0 0 NR 1 1 1 7 3 3 NR 0 0 0 0 0 0 NR 38 8 30 46 30 16 Res 90 27 65 107 69 39 45 14 31 54 33 22 45 13 34 53 36 17 9 3 7 11 7 3 Total Discounted Committed Developments 81 24 58 96 62 36 * Removed traffic from proposed project. 0% 0% 100% 75% 91% 75% 0% 73% 0% 100% 0% APPENDIX D Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst PTC Intersection Agency/Co. PTC15-051 Jurisdiction Date Performed 7/25/2015 Analysis Year Analysis Time Period M Peak Project Description Lake Worth Christian School Page 1 of 1 Copyright © 2010 University of Florida, All Rights Reserved NCS+TM Version 5.6 Generated: 7/27/2015 9:58 AM file:///C:/Users/Andrea%202/AppData/Local/Temp/u2kED79.tmp 7/27/2015 Project Description Lake Worth Christian School East/West Street: North Driveway North/South Street: High Ridge Road Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 468 559 Peak -Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 492 0 0 588 0 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration T T U stream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 97 97 Peak -Hour Factor, PHF 0.95 1.00 0.95 0.65 1.00 0.65 Hourly Flow Rate, HFR veh/h 0 0 0 149 0 149 Percent Heavy Vehicles 2 0 2 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Confi uration L R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 149 149 C (m) (veh/h) 241 577 /c 0.62 0.26 95% queue length 3.68 1.02 Control Delay (s/veh) 41.4 13.4 LOS E B Approach Delay (s/veh) -- -- 27.4 pproach LOS -- -- D Copyright © 2010 University of Florida, All Rights Reserved NCS+TM Version 5.6 Generated: 7/27/2015 9:58 AM file:///C:/Users/Andrea%202/AppData/Local/Temp/u2kED79.tmp 7/27/2015 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY neral Information Site Information Analyst PTC Agency/Co. PTC15-051 Date Performed 7/25/2015 Analysis Time Period PM Peak Intersection North Drivel, Rd Jurisdiction PBC Analysis Year 2020 Page 1 of 1 & High Ridge RT Channelized 0 0 Lanes 0 0 0 1 0 1 Confi uration L R Dela Queue Length, and Level of Service Project Description Lake Worth Christian School Approach Northbound Southbound Westbound Eastbound East/West Street: North Driveway 7 North/South Street: High Ridge Road 9 10 11 12 Intersection Orientation: North-South IStudy Period hrs : 0.25 (veh/h) 46 Vehicle Volumes and ADustments 46 C (m) (veh/h) 287 Major Street /c Northbound 0.09 Southbound 0.56 Movement 1 2 3 4 5 6 C L T R L T R olume veh/h) 517 391 Peak -Hour Factor, PHF 0.95 0.95 1.00 1.00 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 544 0 0 411 0 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration T T U stream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 30 30 Peak -Hour Factor, PHF 0.95 1.00 0.95 0.65 1.00 0.65 Hourly Flow Rate, HFR veh/h) 0 0 0 46 0 46 Percent Heavy Vehicles 2 0 2 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Confi uration L R Dela Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L R (veh/h) 46 46 C (m) (veh/h) 287 539 /c 0.16 0.09 95% queue length 0.56 0.28 Control Delay (s/veh) 19.9 12.3 LOS C B ,Approach Delay (s/veh) -- -- 16.1 pproach LOS -- -- C Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 7/27/2015 9:59 AM file:///C:/Users/Andrea%202/AppData/Local/Temp/u2k53CD.tmp 7/27/2015 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst PTC Agency/Co. PTC15-051 Date Performed 7/25/15 Analysis Time Period AM Peak Page 1 of 1 Intersection South Driveway & High Ridge Rd Jurisdiction PBC Analysis Year 2020 Project Description Lake Worth Christian School 233 C (m) (veh/h) 878 /c East/West Street: South Driveway 95% queue length North/South Street: High Ridge Road Control Delay (s/veh) Intersection Orientation: North-South B IStudy Period hrs : 0.25 -- Approach LOS -- Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h) 468 152 152 559 Peak -Hour Factor, PHF 0.95 0.95 0.65 0.65 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 492 233 233 588 0 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT U stream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h Peak -Hour Factor, PHF 0.95 1.00 0.95 0.95 1.00 0.95 Hourly Flow Rate, HFR (veh/h) 0 0 0 0 0 0 Percent Heavy Vehicles 2 0 2 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 0 0 0 1 0 0 0 Configuration Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT (veh/h) 233 C (m) (veh/h) 878 /c 0.27 95% queue length 1.07 Control Delay (s/veh) 10.6 LOS B Approach Delay (s/veh) -- -- Approach LOS -- -- Copyright © 2010 University of Florida, All Rights Reserved HCS+rM Version 5.6 Generated: 7/27/2015 9:59 AM file:///C:/Users/Andrea%202/AppDataALocal/Temp/u2k84CE.tmp 7/27/2015 Two -Way Stop Control TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst PTC Agency/Co. PTC15-051 Date Performed 7/25/2015 Analysis Time Period PM Peak Page 1 of 1 Intersection South Driveway & High Ridge Rd Jurisdiction PBC Analysis Year 2020 Project Description Lake Worth Christian School East/West Street: South Driveway North/South Street: High Ridge Road Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 517 22 23 391 Peak -Hour Factor, PHF 0.95 0.95 0.65 0.65 0.95 0.95 Hourly Flow Rate, HFR veh/h 0 544 33 35 411 0 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT U stream Si nal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h Peak -Hour Factor, PHF 0.95 1.00 0.95 0.95 1.00 0.95 Hourly Flow Rate, HFR veh/h) 0 0 0 0 0 0 Percent Heavy Vehicles 2 0 2 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT (veh/h) 35 C (m) (veh/h) 996 lc 0.04 95% queue length 0.11 Control Delay (s/veh) 8.7 LOS A Approach Delay (s/veh) -- -- pproach LOS -- -- Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 7/27/2015 9:59 AM file:///C:/Users/Andrea%202/AppData/Local/Temp/u2kB765.tmp 7/27/2015