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CORRESPONDENCE Department of Engineering and Public Works PO. Box 21229 West Palm Beach. FL 33416~1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Karen T. Marcus, Chair lbny MasHaW. Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addie L. Greene County Administrator Robert Weisman MAn Equal Opportunity Affirmative Action EmployerM @ printed on recycled paper October 16, 2003 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach 100 East Boynton Beach Blvd., Boynton Beach, FL 34425-0310 RE: Bethesda Memorial Hospital - Expansion TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (Received on July 13,2000) for the project entitled; Bethesda Memorial Hospital- Expansion, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Municipality: Existing Uses: Proposed Uses: New Daily Trips: New PH Trips: Build-out Year: SW Quadrant of SW 23" Avenue/Seacrest Blvd. Intersection. Boynton Beach Hospital 56,277 SF Hospital Expansion 944 @ 5% Pass-by 80 AM, and 70 PM @ 5% Pass-by 2005 Based on our review, the Traffic Division has determined that the expansion project meets the Traffic Performance Standards of Palm Beach County. No building permits are to be issued by the City, after the build-out date, specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. If you have any questions regarding this determination, please contact me at 684-4030. Sincerely, OFFICE OF THE CO~T~:xINEER /7/j '/)7 \ Masoud Atefi, tylSCfr Sr. Engineer - traTfic Division ,\1 cc: Kimley-Horn & Associates Inc File: General- TPS ~ Mun - Traffic Study Review ApprovalslO30803 Kilday & Associates Landscape Architects / Planners 1551 Forum Place. Suite 100A West Palm Beach. Florida 33401 (561) 689-5522. Fax 15611689-2592 E-Mail: info@kildayinc.com MEMORANDUM Date: September 19, 2003 To: From: Ed Breese (Project Manager, City of Boynton Beach) Shayne Conover ~,C , Subject: Bethesda Memorial Hospital Rehab Unit Our File: 352.21 Per our conversation on September 17, 2003, you needed to know how the proposed 28 Bed Comprehensive Inpatient Rehabilitation Unit will be utilized. All the plans have been approved by the State of Florida for this Rehab Unit. This Inpatient Rehabilitation Unit will be operated for physical rehabilitation. It will be utilized to help stroke victims and patients that have hip and back injuries and other physical injuries. If you have any additional questions, please feel free to contact me. cc: Tom Porter (Bethesda Hospital) H:ClienV352.21/Correspondence/Rehab Explanatjon~9-19-03.doc ~=~ Kimley-Horn and Associates, Inc. August 2S, 2003 Mr. Masoud Atefi, MSCE Palm Beach County Traffic Division 160 Australian Avenue, Suite 303 West Palm Beach, Florida 33416 Re: Bethesda Memorial Hospital Expansion Response to County Comments Boynton Beach, Florida 040596002 Dear Masoud: We have received your comment letter dated August IS. 2003, regarding the traffic study we prepared for the above-referenced project. Following are our responses to these comments. 1. Provide information as to why traffic related to the previously approved medical office expansions of 32,835 sf, Phase 1, buildout 2000 and 88,442 sf, Phase 2, buildout 2001, for this site were not included in this analysis. Both phases of the medical office expansion were included in this analysis. The two phases that were previously approved were added to potential new expansion traffic to detennine significance and traffic volumes from the approved project are represented as "Major Project Traffic" in the roadway link tables and "Medical Office" in the intersection sheets. Since Phase I was completed before 2002, it was included in raw roadway and intersection counts from 2002 and 2003. Therefore Phase I was only added to those intersection counts from 2000. Phase 2 was completed in July of 2003, so traffic from this phase was added to all tables to accurately represent new traffic from this expansion. The medical office expansion was used to detennine significance on roadway links since that expansion project was approved less than five years ago. Tables A-I and A-2 in the Appendix of the original report summarize the Phase I and Phase 2 traffic volumes that were included in the analysis. 2. Provide full report of the HCS analysis for the intersection of Congress Avenue and S.W. 23" Avenue, illustrating all input data and factors. Please see the full HCS report attached for this intersection. . TEL 561 845 0665 FAX 561 863 8175 . 4431 Embarcadero Drive West Palm Beach, Florida 33407 ~=~ Kimley-Horn and Associates, Inc. Mr. Masoud Atefi. MSCE, August 28. 2003, Page 2 3. Provide full Synchro report indicating input information for the link/arterial analysis conducted for both Golf Road/23rd A venue and Woolbright Road. Please see the full Synchro report attached for these arterials. 4. Provision of SB exclusive right-turn lane at the project access driveway on Seacrest Boulevard, was a condition of the previous approval for phases 1 and 2 of medical office expausions Cor this site. Provide information on why the condition was not implemented, as well as more detailed inCormation backing- up the claim oC low southbound through traffic on this roadway. Based on the cousultant's projections, AM peak hour volume oC 847 is forecasted on the southbound direction, very close to LOS D directional Capacity, Cor a 2-lane road. We are not aware that this right-turn lane was a condition of a previous approval. The hospital does not own the land adjacent to the right-of-way where the right-turn lane is proposed. At the project entrance (SW 26th Avenue), Seacrest Boulevard is actually four lanes wide. Therefore, the expected peak hour directional volume of 847 vehicles is relatively low with respect to the 4-lane directional capacity. It is expected that the right-most through lane can function as a de facto right turn lane at this entrance because Seacrest Boulevard is four lanes wide in this section but narrows to two lanes just south of the site. If there are any questions regarding these responses, please do not hesitate to call. Sincerely, KIMLEY-HORN AND ASSOCIATES, INe. f;JJ;/w17}- khristoPher W. Heggen, P.E. Transportation Engineer CWHJEKR Cc: Michael Rumpf, City of Boynton Beach Ed Breese, City of Boynton Beach Tom Porter. Bethesda Memorial Hospital Shayne Conover, Kilday & Associates, Inc. Attachments P:'D405\96002\responseto cOlllllrnls.doc 1Il""'l__" Kimley.Hom 11II.....I U and Associates, Inc. 4431 Embarcadero Dr. West Palm Beach, FL 33407 TEL 561 8450665 FAX 561 8820199 Transmittal Date: August 28. 2003 Job Number: 040596002 Project Name: Bethesda Memorial Hospital Expansion To: Masoud Atefi, MSCE Palm Beach County Traffic Division 160 Australian Avenue, Suite 303 West Palm Beach, F1.. 33416 561-684-4000 ILG 29_ L._ , r;"c."~ ,~~-~ i I I We are sending these by o U.S. Mail o Other: [8J FedEx o Hand Deliver We are sending you [8J Attached D Under separate cover via the following items: D Shop Drawings o PrintsIPlans o Samples o Specifications 0 Change Orders o Other: Copies 1 Date 8/28/03 No. Description Response to County Comments These are transmitted as checked below: C8:J For your use o As requested D For review and comment D Approved as submitted D Approved as noted D Returned for corrections o Resubmit o Submit o Return D Copies for approval D Copies for distribution o Corrected prints Remarks: Copy to: Michael Rumpf, City of Boynton Beach Signed Ed Breese, City of Boynton Beach Tom Porter, Bethesda Memorial Hospital Shayne Conover. Kilday & Associates Page I Golf Road & Congress Avenue AM Peak Hour HCS Analysis HCS2000: Sigr~lized Intersections Release 4.1c Analyst: KHA User Agency: Kimley-Horn & Associates Date: 7/24/2003 period: AM Peak Hour Project ID: Bethesda Memorial Hospital EIW St: Golf Road I 23rd Avenue Inter.: Golf Rd & ~ongress Ave Area Type: All other areas Jurisd: Year : Buildout 2005 040596002 NIS St: Congress Avenue SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 LGConfig L T R L T R L TR L TR Volume 59 348 288 199 245 165 127 1002 159 376 1766 109 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vol 0 0 0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A A Thru A Thru A Right A Right A Peds Peds WE Left A A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right A SB Right WE Right A Green 13 .0 24.0 19.0 64.0 Yellow 4.0 4.0 4.0 4.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 140.0 sees Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) vlc g/C Delay LOS Delay LOS Eastbound L 240 1770 0.26 0.30 37.5 D T 319 1863 1.15 0.17 154.5 F 96.6 F R 543 1583 0.56 0.34 38.7 D Westbound L 217 1770 0.96 0.30 91.5 F T 319 1863 0.81 0.17 70.1 E 67.4 E R 543 1583 0.32 0.34 34.3 C Northbound L 293 1770 0.46 0.63 30.4 C TR 2277 4981 0.54 0.46 27.6 C 27.9 C Southbound L 367 1770 1. 08 0.63 101.4 F TR 2304 5041 0.86 0.46 37.4 D 48.1 D Intersection Delay = 52.1 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1c KHA Kimley-Horn 4431 Embarcadero Drive West Palm Beach, FL 33407 Phone: 561-845-0665 E-Mail: OPERATIONAL ANALYSIS Fax: 561-863-8175 Analys t : Agency/Co. : Date Performed: Analysis Time Period: Intersection: Area Type: Jurisdiction: Analysis Year: Project ID: Bethesda KHA User Kimley-Horn & Associates 7/24/2003 AM Peak Hour Golf Rd -& Congress Ave All other areas Buildout 2005 Memorial Hospital East/West Street Golf Road / 23rd Avenue Eastbound L T R Volume 59 % Heavy Veh 2 PHF 0.95 PK 15 Vol 16 Hi Ln Vol % Grade Ideal Sat parkExist NumPark No. Lanes LGConfig L Lane Width 12.0 RTOR Vol Adj Flow % InSharedLn Prop LTs Prop RTs Peds Bikes Buses 0 %InProtPhase 0.0 Duration 0.25 348 2 0.95 92 288 2 0.95 76 o 1900 1900 1900 1 1 T 12.0 62 366 1 R 12.0 o 303 1.000 0.000 0.000 1.000 o o Eastbound L T R Init Unmet 0.0 Arriv. Type 3 Unit Ext. 3.0 I Factor Lost Time 2.0 Ext of g 2.0 Ped Min g 0.0 0.0 3 3 3.0 3.0 1. 000 2.0 2.0 2.0 2.0 3.2 o Area VOLUME DATA Westbound L T R 199 2 0.95 52 245 2 0.95 64 165 2 0.95 43 040596002 North/South Street Congress Avenue Northbound L T R 127 2 0.95 33 1002 2 0.95 264 159 2 0.95 42 376 2 0.95 99 Southbound L T R 1766 2 0.95 465 109 2 0.95 29 o 1900 1900 o 0 1900 1900 1900 1900 1900 1 1 L T 12.0 12.0 1 R 12.0 o 174 209 258 1.000 0.000 0.000 1.000 o o 0.0 Type: o o All other areas 1 3 0 TR 12.0 L 12.0 o 134 1222 1 3 0 L TR 12.0 12.0 396 1974 o 1.000 0.000 0.058 o o 0 0.0 OPERATING PARAMETERS 0.0 3 3.0 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 Southbound L T R Westbound L T R 2.0 2.0 Phase Combination 1 EB Left Thru Right Peds WE Left Thru A A 1.000 0.000 0.137 o o 0.0 o 0.0 3 3.0 2.0 2.0 0.0 3 3.0 1. 000 2.0 2.0 3.2 PHASE DATA 2 3 4 I 5 6 7 8 A NB Left A A A Thru A A Right A Peds A I SB Left A A A Thru A Northbound L T R 0.0 3 3.0 0.0 3 3.0 1. 000 2.0 2.0 3.2 2.0 2.0 Right Peds NB Right SB Right Green Yellow All Red A Right Peds A EB Right A WE Right A 13 .0 4.0 1.0 24.0 4.0 1.0 19.0 4.0 1.0 64.0 4.0 1.0 Cycle Length: 140.0 sees VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET Volume Adjustment Eastbound Westbound Northbound Southbound L T R L T R L T R L T R Volume, V 59 348 288 199 245 165 127 1002 159 376 1766 109 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 Adj flow 62 366 303 209 258 174 134 1055 167 396 1859 115 No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 Lane group L T R L T R L TR L TR Adj flow 62 366 303 209 258 174 134 1222 396 1974 Prop LTs 1. 000 0.000 1.000 0.000 1.000 0.000 1.000 0.000 Prop RTs 0.000 1.000 0.000 1.000 0.137 0.058 o adjustment factorsl____ Southbound L TR 1900 1900 1 3 1. 000 1. 000 0.980 0.980 1. 000 1. 000 1. 000 1. 000 1.000 1.000 1.00 1.00 1.00 0.91 0.991 1. 000 Saturation Flow Rate (see Exhibit 16-7 to Eastbound Westbound T R L T R 1900 1900 1900 1900 1900 11111 1.000 1.000 1.000 1.000 1.000 0.980 0.980 0.980 0.980 0.980 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.000 0.850 1.000 0.850 1.000 0.950 1.000 0.138 1. 000 determine the Northbound L TR 1900 1900 1 3 1.000 1.000 0.980 0.980 1.000 1.000 1. 000 1. 000 1.000 1.000 1.00 1.00 1.00 0.91 0.980 1.000 LG So Lanes fW fHV fG fP fBB fA fLU fRT fLT Sec. fLpb fRpb S Sec. L 1900 1 1.000 0.980 1.000 1. 000 1. 000 1. 00 1. 00 0.950 0.198 1.000 1770 369 1. 000 1. 000 1863 1. 000 1. 000 1863 0.950 0.058 1.000 1.000 1583 Lane Group 1.000 1583 1770 257 CAPACITY AND LOS and Lane Group Capacity Adj Adj Sat Flow Flow Rate Flow Rate Ratio (v) (s) (vis) o 1. 000 1. 000 4981 0.950 0.138 1. 000 1. 000 1.000 5041 1770 108 WORKSHEET 1770 257 Capacity Analysis Apprl Mvrnt Eastbound Prot Perm Left L Prot Perm Thru T Right R Westbound Prot Perm Left L Prot Perm 62 o 62 1770 369 0.04 0.00 366 303 1863 1583 0.17 0.19 # 0.09 # 0.18 164 45 209 1770 257 Green --Lane Group-- Ratio Capacity vie (g/C) (c) Ratio 0.093 164 0.38 0.207 76 0.00 0.30 240 0.26 0.17 319 1.15 0.34 543 0.56 0.093 164 1. 00 0.207 53 0.85 0.30 217 0.96 Thru T 258 1863 0.14 0.17 319 0.81 Right R 174 1583 0.11 0.34 543 0.32 Northbound Prot 134 1770 0.08 0.136 240 0.56 Perm 0 108 0.00 0.493 53 0.00 Left L 134 0.63 293 0.46 Prot Perm Thru TR 1222 49-81 0.25 0.46 2277 0.54 Right Southbound Prot 240 1770 # 0.14 0.136 240 1. 00 Perm 156 257 # 0.61 0.493 127 1. 23 Left L 396 0.63 367 1. 08 prot Perm Thru TR 1974 5041 0.39 0.46 2304 0.86 Right Sum of flow ratios for critical lane groups, Yc = Sum (vis) = 1. 01 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc) (C) / (C-L) = 1. 09 Control Delay and LOS Determination Apprl Ratios Unf prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.26 0.30 37.0 1. 000 240 0.11 0.6 0.0 37.5 D T 1.15 0.17 58.0 1. 000 319 0.50 96.5 0.0 154.5 F 96.6 F R 0.56 0.34 37.4 1. 000 543 0.16 1.3 0.0 38.7 D westbound L 0.96 0.30 41. 0 1. 000 217 0.47 50.5 0.0 91.5 F T 0.81 0.17 55.8 1. 000 319 0.35 14.4 0.0 70.1 E 67.4 E R 0.32 0.34 34.0 1.000 543 0.11 0.3 0.0 34.3 C Northbound L 0.46 0.63 29.3 1. 000 293 0.11 1.1 0.0 30.4 C TR 0.54 0.46 27.3 1. 000 2277 0.14 0.3 0.0 27.6 C 27.9 C Southbound L 1. 08 0.63 31.7 1. 000 367 0.50 69.7 0.0 101.4 F TR 0.86 0.46 33.9 1. 000 2304 0.39 3.4 0.0 37.4 D 48.1 D Intersection delay = 52.1 (sec/veh) Intersection LOS = D SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts Input EB WE NB Cycle length, C 140.0 Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo sec g(s) 42.0 29.0 24.0 1 1 62 1.000 0.00 258 5.00 42.0 29.0 24.0 1 1 209 1.000 0.00 366 5.00 88.0 69.0 64.0 1 3 134 1. 000 0.00 1974 5.00 2.41 1. 00 8.13 1. 00 5.21 0.91 SB 88.0 69.0 64.0 1 3 396 1. 000 0.00 1222 5.00 15.40 0.91 Opposing flow, Volc=VoC/[36nn(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))j 1, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C) ,0] gq, (see Exhibit C16-4,5,6,7,8) gu=g_gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] ELl (refer to Exhibit C16-3) EL2=Max((1-ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+Pl)/g 0.14 0.14 0.06 0.06 gdiff=max(gq-gf,O) 0.00 0.00 0.00 0.00 fm=[gf/g]+[gu/g]/[1+PL(EL1-1)], (min=fmin;max=1.00) 0.20 0.14 0.06 0.14 flt=fm=[gf/g]+[gu/g]/[1+PL(EL1-1)]+[gdiff/g]/[1+PL(EL2-1)], (fmin<=fm<=1.00) or flt=[fm+0.91(N-1)]/N** Left-turn adjustment, fLT 10.03 O. 1.llu 0.83 19.41 9.59 9.70 1. 00 1. 00 1. 67 14.23 0.0 1. 00 0.83 25.00 4.00 12.50 1. 00 1. 00 1. 84 28.12 0.0 1.00 0.54 51.03 17.97 25.51 1. 00 1. 00 10.26 17.41 0.0 1. 00 0.54 25.15 43.85 12.58 1. 00 1. 00 4.60 0.198 0.138 0.058 0.138 For special case of single-lane approach opposed by multilane approach, see text. * If Pl>=l for shared left-turn lanes with N>l, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts Input EB WE NB SB Cycle length, C 140.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 1.00 1.00 0.91 0.91 Opposing flow, Volc=voC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C) ,0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] ELl (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/P1to, 1.0) fmin=2(1+PL)/g or fmin=2(1+Pl)/g gdiff=max(gq-gf,O) fm=[gf/g]+[gu/g]/[1+PL(EL1-1)], (min=fmin;max=1.00) flt=fm=[gf/g]+[gu/g]/[1+PL(EL1-1)]+[gdiff/g]/[1+PL(EL2-1)], (fmin<=fm<=1.00) or flt=[fm+0.91(N-l)]/N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If Pl>=l for shared left-turn lanes with N>l, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multila~e approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns WE SB Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) pedestrian flow rate, Vpedg (p/h) - OCCpedg Opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu Opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT proportion of left turns using protected phase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Conflicting bicycle volume, Vbic (bicycles/h) Vpedg OCCpedg Effective green, g (s) Vbicg OCCbicg OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion Proportion Right turn right-turns, PRT right-turns using adjustment, fRpb protected phase, PRTA EB SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 140.0 sec Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0])) Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl NB EBLT WELT NBLT SBLT 62 0.26 13.0 19.41 9.59 98.0 0.02 0.492 0.31 0.17 0.30 1 1. 69 0.33 0.00 37.0 209 0.96 13 .0 25.00 4.00 98.0 0.06 0.492 0.52 0.81 1. 01 2 5.69 1.17 0.05 41. 0 134 0.46 19.0 51.03 17.97 52.0 0.04 0.492 0.12 1. 24 0.28 3 2.43 1. 90 0.50 29.3 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj . Adj. Paramo Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec 396 1. 08 19.0 25.15 43.85 52.0 0.10 0.492 0.11 1. 43 0.77 3 7.41 2.56 2.11 31.7 Eastbound Westbound Northbound Southbound Intersection Delay 52.1 seclveh Intersection LOS D BACK OF QUEUE WORKSHEET Eastbound Westbound Northbound Southbound LaneGroup L T R L T R L TR L TR Init Queue 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Flow Rate 62 366 303 209 258 174 134 447 396 723 So 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 SL 1770 1863 1583 1770 1863 1583 1770 1824 1770 1846 LnCapacity 240 319 543 217 319 543 293 834 367 843 Flow Ratio 0.04 0.20 0.19 0.12 0.14 0.11 0.08 0.25 0.22 0.39 vlc Ratio 0.26 1.15 0.56 0.96 0.81 0.32 0.46 0.54 1. 08 0.86 Grn Ratio 0.30 0.17 0.34 0.30 0.17 0.34 0.63 0.46 0.63 0.46 I Factor 1. 000 1.000 1. 000 1.000 AT or PVG 3 3 3 3 3 3 3 3 3 3 Pltn Ratio 1. 00 1. 00 1. 00 1. 00 1.00 1.00 1. 00 1. 00 1. 00 1. 00 PF2 1. 00 1. 00 1. 00 1. 00 1.00 1.00 1. 00 1. 00 1. 00 1. 00 Q1 1.7 14.2 9.6 6.2 9.7 5.0 2.1 12.5 6.6 25.1 kB 0.6 0.5 0.6 0.6 0.5 0.6 1.0 0.8 1.0 0.8 Q2 0.2 8.4 0.8 3.5 1.6 0.3 0.8 0.9 8.9 3.9 Q Average 1.9 22.6 10.3 9.8 11.2 5.3 2.8 13 .4 15.6 29.0 Q Spacing 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Q Storage 0 0 0 0 0 0 0 0 0 0 Q S Ratio 70th Percentile Output: fB% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 BOQ 2.3 26.1 12.2 11.5 13 .2 6.3 3.4 15.7 18.2 33.3 QSRatio 85th Percentile Output: fB% 1.6 1.4 1.5 1.5 1.5 1.6 1.6 1.5 1.5 1.4 BOQ 3.1 32.6 15.6 14.8 16.9 8.2 4.5 20.0 23.0 41. 0 QSRatio 90th Percentile Output: fB% 1.8 1.5 1.6 1.6 1.6 1.7 1.7 1.6 1.6 1.5 BOQ 3.4 34.5 16.9 16.1 18.3 9.0 5.0 21.5 24.6 43.3 QSRatio 95th Percentile Output: fB% 2.0 1.7 1.8 1.8 1.8 1.9 2.0 1.8 1.8 1.6 BOQ 4.0 37.7 19.0 18.1 20.5 10.3 5.7 23.9 27.3 47.0 QSRatio 98th Percentile Output: fB% 2.6 1.9 2.2 2.2 2.1 2.4 2.5 2.1 2.0 1.8 BOQ 5.0 42.4 22.2 21.2 23.8 12.5 7.1 27.6 31.1 52.4 QSRatio No erro~s to report. _ERROR MESSAGES Golf Road & Congress A venue PM Peak Hour HCS Analysis HCS2000: Si~alized Intersections Release 4.1c Analyst: KHA U~er Agency: Kimley-Horn & Associates Date: 7/24/2003 Period: PM Peak Hour Project ID: Bethesda Memorial Hospital E/W St: Golf Road / 23rd Avenue Inter.: Golf Rd ~ tongress Ave Area Type: All other areas Jurisd: Year : Buildout 2005 040596002 N/S St: Congress Avenue SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 LGConfig L T R L T R L TR L TR Volume 97 270 118 167 324 314 271 2061 196 222 1105 158 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vol 0 0 0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A A Thru A Thru A Right A Right A Peds Peds WE Left A A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right A SB Right WE Right A Green 10.0 24.0 14.0 72.0 Yellow 4.0 4.0 4.0 4.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 140.0 sees Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 179 1770 0.57 0.28 45.3 D T 319 1863 0.89 0.17 81. 9 F 63.6 E R 486 1583 0.26 0.31 36.7 D Westbound L 183 1770 0.96 0.28 105.4 F T 319 1863 1. 07 0.17 127.9 F 91. 4 F R 486 1583 0.68 0.31 46.4 D Northbound L 311 1770 0.92 0.65 54.6 D TR 2581 5019 0.92 0.51 37.4 D 39.2 D Southbound L 230 1770 1. 02 0.65 112.3 F TR 2566 4990 0.52 0.51 22.7 C 36.1 D Intersection Delay = 48.5 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1c KHA Kimley-Horn 4431 Embarcadero Drive West Palm Beach, FL 33407 Phone: 561-845-0665 E-Mail: OPERATIONAL ANALYSIS Fax: 561-8~1-8175 Analyst: Agency/Co. : Date Performed: Analysis Time Period: Intersection: Area Type: Jurisdiction: Analysis Year: Project ID: Bethesda KHA User Kim1ey-Horn & Associates 7/24/2003 PM Peak Hour Golf Rd & Congress Ave All other areas Buildout 2005 Memorial Hospital East/West Street Golf Road / 23rd Avenue Eastbound L T R Volume 97 % Heavy Veh 2 PHF 0.95 PK 15 Vol 26 Hi Ln Vol % Grade Ideal Sat ParkExist NumPark No. Lanes LGConfig L Lane Width 12.0 RTOR Vol Adj Flow % InSharedLn Prop LTs Prop RTs Peds Bikes Buses 0 %InProtPhase 0.0 Duration 0.25 270 2 0.95 71 118 2 0.95 31 o 1900 1900 1900 1 1 T 12.0 1 R 12.0 o 124 102 284 1.000 0.000 0.000 1. 000 o o o Area Eastbound L T R Init Unmet 0.0 Arriv. Type 3 Uni tExt. 3 .0 I Factor Lost Time 2.0 Ext of g 2.0 Ped Min g 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 VOLUME DATA Westbound L T R 167 2 0.95 44 324 2 0.95 85 314 2 0.95 83 040596002 North/South Street Congress Avenue Northbound L T R 271 2 0.95 71 2061 2 0.95 542 196 2 0.95 52 Southbound L T R 222 2 0.95 58 1105 2 0.95 291 158 2 0.95 42 o 0 1900 1900 1900 1900 1900 1 1 L T 12.0 12.0 1 R 12.0 o 331 130 L TR 12.0 12.0 o 285 2375 1.000 0.000 0.087 o o 0.0 o o 1900 1900 130 L TR 12.0 12.0 o 234 1329 1.000 0.000 0.125 o o 0 0.0 OPERATING PARAMETERS o 0.0 Type: o All other areas Northbound L T R 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 Southbound L T R 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 PHASE DATA Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A A NB Left A A Thru A Thru A Right A Right A Peds Peds WE Left A A I SB Left A A Thru A Thru A 176 341 1.000 0.000 0.000 1.000 o o Westbound L T R 0.0 0.0 0.0 333 3.0 3.0 3.0 1.000 2.0 2.0 2.0 2.0 2.0 2.0 3.2 Right Peds A NB Right SB Right Green Yellow All Red 10.0 4.0 1.0 24.0 4.0 1.0 Right Peds EB Right A WE Right A 14.0 4.0 1.0 A 72.0 4.0 1.0 Cycle Length: 140.0 sees VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET Volume Adjustment Eastbound Westbound Northbound Southbound L T R L T R L T R L T R Volume, V 97 270 118 167 324 314 271 2061 196 222 1105 158 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 Adj flow 102 284 124 176 341 331 285 2169 206 234 1163 166 No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 Lane group L T R L T R L TR L TR Adj flow 102 284 124 176 341 331 285 2375 234 1329 Prop LTs 1. 000 0.000 1.000 0.000 1.000 0.000 1. 000 0.000 Prop RTs 0.000 1.000 0.000 1.000 0.087 0.125 1. 000 1583 1770 273 CAPACITY AND LOS and Lane Group Capacity Adj Adj Sat Flow Flow Rate Flow Rate Ratio (v) (s) (vis) Saturation Flow Rate (see Exhibit 16-7 to Eastbound Westbound T R L T R 1900 1900 1900 1900 1900 11111 1.000 1.000 1.000 1.000 1.000 0.980 0.980 0.980 0.980 0.980 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.000 0.850 1.000 0.850 1.000 0.950 1.000 0.147 1. 000 LG So Lanes fW fHV fG fP fBB fA fLU fRT fLT Sec. fLpb fRpb S Sec. L 1900 1 1. 000 0.980 1.000 1. 000 1. 000 1. 00 1. 00 0.950 0.138 1. 000 1. 000 1. 000 1863 1. 000 1. 000 1863 1. 000 1583 1770 257 Capacity Analysis Apprl Mvmt Lane Group determine the Northbound L TR 1900 1900 1 3 1. 000 1. 000 0.980 0.980 1. 000 1. 000 1. 000 1. 000 1. 000 1. 000 1.00 1.00 1.00 0.91 0.987 1. 000 0.950 0.131 1. 000 1. 000 1. 000 5019 1770 243 WORKSHEET o adjustment factors)____ Southbound L TR 1900 1900 1 3 1.000 1.000 0.980 0.980 1.000 1.000 1. 000 1. 000 1. 000 1. 000 1.00 1.00 1.00 0.91 0.981 1. 000 o 0.950 0.052 1.000 1. 000 1.000 4990 1770 97 Green --Lane Group-- Ratio Capacity vie (g/C) (c) Ratio 0.071 126 0.81 0.207 53 0.00 0.28 179 0.57 0.17 319 0.89 0.31 486 0.26 0.071 126 1. 00 0.207 57 0.88 0.28 183 0.96 Eastbound Prot Perm Left L Prot Perm Thru T Right R Westbound Prot Perm Left L prot Perm 102 o 102 1770 257 284 124 1863 1583 126 50 176 1770 273 0.06 0.00 0.15 0.08 # 0.07 # 0.18 Thru T 341 1863 0.17 0.17 319 1. 07 Right R 331 1583 0.21 0.31 486 0.68 Northbound Prot 177 1770 0.10 0.100 177 1. 00 Perm 108 243 0.44 0.550 134 0.81 Left L 285 0.65 311 0.92 Prot Perm Thru TR 2375 5019 0.47 0.51 2581 0.92 Right Southbound Prot 177 1770 # 0.10 0.100 177 1. 00 Perm 57 97 # 0.59 0.550 53 1. 08 Left L 234 0.65 230 1. 02 Prot Perm Thru TR 1329 4990 0.27 0.51 2566 0.52 Right Sum of flow ratios for critical lane groups, Yc = Sum (vis) = 0.94 Total lost time per cycle, L = 10.00 sec Critical flow rate to capacity ratio, Xc = (Yc) (C) I (C-L) = 1. 01 Control Delay and LOS Determination Apprl Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.57 0.28 41.0 1. 000 179 0.16 4.3 0.0 45.3 D T 0.89 0.17 56.7 1. 000 319 0.41 25.1 0.0 81.9 F 63.6 E R 0.26 0.31 36.5 1. 000 486 0.11 0.3 0.0 36.7 D Westbound L 0.96 0.28 50.2 1. 000 183 0.47 55.2 0.0 105.4 F T 1.07 0.17 58.0 1.000 319 0.50 69.9 0.0 127.9 F 91. 4 F R 0.68 0.31 42.5 1. 000 486 0.25 3.9 0.0 46.4 D Northbound L 0.92 0.65 24.1 1. 000 311 0.43 30.5 0.0 54.6 D TR 0.92 0.51 31.4 1. 000 2581 0.44 6.0 0.0 37.4 D 39.2 D Southbound L 1. 02 0.65 48.4 1. 000 230 0.50 63.9 0.0 112.3 F TR 0.52 0.51 22.5 1. 000 2566 0.12 0.2 0.0 22.7 C 36.1 D Intersection delay = 48.5 (sec/veh) Intersection LOS = D SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts Input EB NB WE Cycle length, C 140.0 Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo sec 39.0 29.0 24.0 1 1 102 1.000 0.00 341 5.00 39.0 29.0 24.0 1 1 176 1.000 0.00 284 5.00 91.0 77.0 72.0 1 3 285 1.000 0.00 1329 5.00 g(s) 3.97 1. 00 6.84 1. 00 11.08 9.10 0.91 0.91 SB 91.0 77 .0 72.0 1 3 234 1.000 0.00 2375 5.00 Opposing flow, Volc=VoC/[36nO(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b)} ,1, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue-Ratio, qro=Max[l-Rpo(go/C},O] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)} ELI (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+Pl)/g 0.14 0.14 0.05 0.05 gdiff=max(gq-gf, 0) 0.00 0.00 0.00 0.00 fm=[gf/g]+[gu/g]/[1+PL(EL1-1)], (min=fmin;max=1.00) 0.14 0.15 0.13 0.05 flt=fm=[gf/g]+[gu/g]/[1+PL(EL1-1)]+[gdiff/g]/[1+PL(EL2-1)], (fmin<=fm<=1.00) or flt=[fm+0.91(N-1)]/N** Left-turn adjustment, fLT 13 .26 o 1. vJ 0.83 25.00 4.00 12.50 1. 00 1. 00 1. 80 11. 04 0.0 1. 00 0.83 21. 73 7.27 10.87 1. 00 1. 00 1.71 18.93 0.0 1.00 0.49 25.21 51.79 12.60 1. 00 1. 00 5.15 33.83 0.0 1. 00 0.49 63.61 13 .39 31.80 1. 00 1. 00 15.91 0.138 0.147 0.131 0.052 For special case of single-lane approach opposed by multilane approach, see text. * If Pl>=l for shared left-turn lanes with N>l, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts Input EB WE NB SB Cycle length, C 140.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 1.00 1.00 0.91 0.91 Opposing flow, Vo1c=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-t1, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C) ,0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] ELI (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/P1to, 1.0) fmin=2(1+PL)/g or fmin=2(1+Pl)/g gdiff=max(gq-gf,O) fm=[gf/g]+[gu/g]/[1+PL(EL1-1)], (min=fmin;max=1.00) flt=fm=[gf/g]+[gu/g]/[1+PL(EL1-1)]+[gdiff/g]/[1+PL(EL2-1)], (fmin<=fm<=1.00) or flt=[fm+0.91(N-1)]/N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If Pl>=l for shared left-turn lanes with N>l, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multila~~ approach opposed by single-)~ne approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns WE SB Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg Opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu Opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT Proportion of left turns using protected phase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Conflicting bicycle volume, Vbic (bicycles/h) Vpedg OCCpedg Effective green, g (s) Vbicg OCCbicg OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion Proportion Right turn right-turns, PRT right-turns using adjustment, fRpb protected phase, PRTA EB SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 140.0 sec Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0])) Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, d1 NB EBLT WELT NBLT SBLT 102 0.57 10.0 25.00 4.00 101. 0 0.03 0.492 0.52 0.40 0.64 1 2.86 0.71 0.00 41. 0 176 0.96 10.0 21. 73 7.27 101. 0 0.05 0.492 0.30 0.64 1.10 2 4.94 3.46 0.51 50.2 285 0.92 14.0 25.21 51.79 49.0 0.08 0.492 0.10 1.17 0.72 3 4.78 2.00 0.90 24.1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Paramo Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec 234 1. 02 14.0 63.61 13.39 49.0 0.06 0.492 0.15 2.37 0.58 3 5.98 4.06 2.84 48.4 Eastbound Westbound Northbound Southbound Intersection Delay 48.5 seclveh Intersection LOS D BACK OF QUEUE WORKSHEET Eastbound Westbound Northbound Southbound LaneGroup L T R L T R L TR L TR Init Queue 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Flow Rate 102 284 124 176 341 331 285 869 234 486 So 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No. Lanes 1 1 1 1 1 1 1 3 0 1 3 0 SL 1770 1863 1583 1770 1863 1583 1770 1838 1770 1827 LnCapacity 179 319 486 183 319 486 311 945 230 939 Flow Ratio 0.06 0.15 0.08 0.10 0.18 0.21 0.16 0.47 0.13 0.27 vlc Ratio 0.57 0.89 0.26 0.96 1. 07 0.68 0.92 0.92 1. 02 0.52 Grn Ratio 0.28 0.17 0.31 0.28 0.17 0.31 0.65 0.51 0.65 0.51 I Factor 1. 000 1. 000 1. 000 1.000 AT or PVG 3 3 3 3 3 3 3 3 3 3 Pltn Ratio 1. 00 1. 00 1. 00 1. 00 1.00 1.00 1. 00 1. 00 1. 00 1. 00 PF2 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Q1 3.0 10.8 3.6 5.3 13 .3 11.3 4.3 31.1 3.5 12.5 kB 0.6 0.5 0.6 0.6 0.5 0.6 1.0 0.9 1.0 0.9 Q2 0.7 2.4 0.2 3.2 6.0 1.2 4.5 6.1 5.6 0.9 Q Average 3.7 13 .2 3.8 8.5 19.2 12.5 8.8 37.2 9.1 13.4 Q Spacing 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Q Storage 0 0 0 0 0 0 0 0 0 0 Q S Ratio 70th Percentile Output: fB% 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.2 1.2 BOQ 4.4 15.4 4.6 10.0 22.4 14.6 10.3 42.4 10.8 15.7 QSRatio 85th Percentile Output: fB% 1.6 1.5 1.6 1.5 1.5 1.5 1.5 1.4 1.5 1.5 BOQ 5.8 19.7 6.0 13 .0 28.1 18.7 13.4 51. 6 13.9 20.0 QSRatio 90th Percentile Output: fB% 1.7 1.6 1.7 1.7 1.6 1.6 1.7 1.5 1.7 1.6 BOQ 6.4 21.2 6.6 14.1 29.9 20.1 14.5 54.4 15.1 21. 5 QSRatio 95th Percentile Output: fB% 2.0 1.8 2.0 1.9 1.7 1.8 1.9 1.6 1.9 1.8 BOQ 7.4 23.6 7.6 15.9 32.8 22.4 16.4 58.6 17.0 24.0 QSRatio 98th Percentile Output: fB% 2.5 2.1 2.4 2.2 1.9 2.1 2.2 1.8 2.2 2.1 BOQ 9.1 27.2 9.4 18.8 37.1 25.9 19.4 65.4 20.1 27.6 QSRatio No errors to report. ____ERROR MESSAGES Golf Road, Congress Ave to Seacrest Blvd AM Peak Hour Synchro Analysis Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 3: Golf Rd/23rd W & Congress Ave ..J' _ ,. .. - "'" t I"" \. ! ,.I J!!ii1~l3~.l:ltl8YV.l:lllIIIIWll.-vl:lR~B~l:l~t:!~ Lane Configurations "'i t ." "'i t ." "'i tt'fo "'i tt'fo Ideal.Elovv.Jvp~pl)>" ,,,1900 ,1900.,1900 . 1900.. 1900 1900 )900;;;1900 ';.1900,1.900 ';,11100: ::1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 [ea(jiiig:p'~~,eCloiJftr;:i ~.;:~;50 :~':50": ,50 :50 50: '50: WMz>i50 "':'50"50:.;,':" . Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 TumingSpeed(mph) 15 . 9 15 9 15 .' 9 15 Lane UtiL Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 Frt',"" , .... ..... . ''''0:'850'''' 0.850 '''''':::0:980 >c.... '0.991 Fit Protected" '.. 0.950 ... 0.950 . 0.950" 0.950 ~!ltp,1E!c)~lP"9t);;,;:.t",ii'etI70.; :.HI63.; .1~~/n70, 1863.' .1583 :mO..i;:<l984,.'.\:;0,.:1.z70,50~0 .:.'. ;.0 Fit Permitted 0.496 0.205 0.114 0.103 Satd:1l?oW7";r,,.;,'\1~!t;)l0"'9l:!4 '~fj:1863;p.~ 583.:~;;;i'3821:::1863.: .;'1583 ;:;,;f,~12'~49'84,,~"j;'1;:0 ':~i)'!l192';.:;;"5040T~;;;T;;;it.0 . ,,,~_~~,J,~~.~'e.!I,..~.;tI;~_..,,..,,,,....,,,. ....,\.",,_____,51:-..., _''-''''- ,_.__,,- . r,~,v,._., .:.i'lik.,,,... ,~.~1J,.. ~'''~<,,~J..< ,._,...l",l':,~l.. Right Turn on Red Yes Yes Yes Yes Sal~~r\9).'~~~~fJ~1~~~m~7"+.~~:~;::;':~~2.~::~;,,::'~;1~,t:~~r 174- :~tlh~~mi~"l2S:?~~~-:;::-?~~i~~~~~~;f.~8::;~~l ~-._.l:!1~~YJ~it.~*'1i,~.ir,t,-<=E~k~'~~.~JK.\h ~"I>,..~,., ,,,.... .,*....,..,.W'~=" w~~>Ii_nJ~gr~__,___,~..~~,.. Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1"I"-k'T~'-~""",,;r...,;a:;)' "',;;},j'" ""-'"'--"'-O'~-'''''' .............'.....30.... ..' "" ,'--X" 'ilAAl""""" ....-.. "."".. .....V'..k-..".......""... ~!l,_~~~~\I,tlJo'~) 2:v:.:~t~~4j>";.~:;~ts.~ ~!t:t~.;.~!0~',~~:~'.~';;l~~;;,:'{t" ,~: " .J::-';~,~;~.J~li;~~;\PV,: ~;~:5f:::rl;;~E~,t:~ ~~~<i.;~G~;i;~:~~~::;::;, Un k Distance (ft) 800 7775 1060 496 Tra~-.~-~~lf9V..[,:;r'"'<2't:,".;..~~k:1.7"'.7;f.:'..;.,. .,.::;~~rd,~i;.jj!ljfj'.r~....~"~4~'j113~j!ll;~'?. 1l~~~W,~~~~~i!i:..~':R;".,,~,.:.<<:'F..:.'::~2':\..;;.:~liib~:I~" .~~=~~, Volume (vph) 59 348 288 199 245 165 127 1002 159 376 1766 109 ~~~...~~_~~~~9$.~~~..5 Adj. Flow (vph) 62 366 303 209 258 174 134 1055 167 396 1859 115 ~~q1lf..g@!"!(vp~U1'!i~!3.2l:t~i{3,ll9~~lt3.;~'2~..:;.c258!:;i174..i''l1~:!iI1~!:i:~'1''f'-<lf;~i;!~()1;if:il~:t~';;,;~\l[Q Tum Type pm+pt Perm pm+pt Perm pm+pt pm+pt P--""""''''':p)l''~-'''' ........."'.......v7. ..... .)\.."4......'.........'........ .....".. . ""8' ... .... ..,'"''''....... "-'2 .. ...."..""'~'1....! "m'l) ...._" JQ.t,~J,~~~~~~ ':,;:;.:.~~k~,~\?,;: c >~.~~/!~::, ,~:~;,;'~~}~:?I~< ;\v ,: " '"", ',.",~, ,~\~"iJ;*~:;;';;~1 " ':"~~~~~;l;i;, ;r., ,:;,:~Lw:::>:,.; '.,:~ Permitted Phases 4 4 8 8 2 6 DetOOtoY:Pliases'.'7..'4",:4 . ,3..8 8'.5; .2 1 Minimum'lriitiai(s) "4:0 4.0 4:0 4.0 4.0 4.0 4':0' 4~0 4.0 tvlinirj1Ul1JJ3p,1i! (s) .8.0 '; 20.0. ;20.0 8.0 . . 20,0 20.0 . 8.0. . :20.0, '8.0 Total Split (s) 17.0 39.0 39.0 22.0 44.0 44.0 18.0 39.0 0.0 30.0 Total Split"(%) .. 13% . . 30% 30%' 17%' . 34% 34%14%' 30% .' . 00/0' 23% Maximum Green (s) 13.0 35.0 35.0 18.0 40.0 40.0 14.0 35.0 26.0 Yellow:Tirne(s) .. . 3.5 .3.5 .3.5 3.5 3.5 3.5 3.5 '3.5 ".3.5 . All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lll.g: ;:' . Lead Lag . . Lag . Lead . Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes VehicleEXterision (s)3.0' .3:0. .3:0 3:0 3.0 3.0 . 3.0 3.0 . . 3.0 Recall Mode None None None None None None None Min None Walk Time (s) . 5.0 . 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 35.2 27.2 27.2 45.6 35.9 35.9 45.0 34.8 Actuated g/C Ratio Q.30 0:23 0.23 0.39 0.31 0.31 0.38 0.30 v/c Ratio' 0.19 0.85 0.53 0.66 0.45 0.29 0.61 0.82 Uniform Delay, dl 23.0 . 42,5 .' 3.6 24.5 33.1 0.0 17.5 37.9 Delay 22.7 43.5 6.6 24.5 33.9 4.6 24.0 42.2 LOS.,':::: " C..D':" ..A C C A: .:C:".'O Approach Delay 26.4 22.9 . 40.4 ApprqliCliJ.,;'Q'$ f' .. .:;. .;]'C:.''"..'r::' C. .:,ji;Y;~:"''''''~i'D' 90th %i1e Green (s) 10.5 35.0 35.0 18.0 42.5 42.5 14.0 35.0 63.4 0.54 0.91 31.9 50.7 D 26.0 9 0.91 '. ,6. 4.0 20:0 . , ~,f 51.0 0.0 39%' . . 0% 47.0 3.5 0.5 Lag Yes 3.0' Min .5.0 11.0 o 49.1 0.42 0.93 32.7 52.8 .,,'p 52.4 ,~J?,' 47.0 8/27/2003 P:\0405\96002\goICcong to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 1 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 3: Gon Rd/23rd W & Congress Ave ..Jo -l-"'- ~~ t,.. \.!./ ~~~JIiIllYti~t8Bm 9Oth,%i1eJ,errT1Code.:, Gap: Max ."'M"!X, . Max Hold HOld:Max.;:,,;Max' ,- :'n,- Max (Max 70th %ile Green (s) 9.1 34.6 34.6 17.4 42.9 42.9 13.1 35.0 26.0 47.9 ?Otb:~ile;Je.iTf19i>d~;:t:)1Gap' :'Gap"?:Gap':' Gap ;Hold:l:Hold ~g~p?{lfM~::::g);~':'J',:M~::]iold;. 50th %ile Green (s) 8.1 29.6 29.6 15.2 36.7 36.7 10.3 35.0 26.0 50.7 5OtIi%i1e:TEiiin'Cocllil)?"Gap'n . Gap ::;GapGap . Hold ; Hold:Gap~S5MaX',n.Max "Hold 30th %i1eGreen (s) . 7.0 23.2 23.2 12.7 28.9 28.9 8.3 32.1 26.0 49.8 30th_~i1~]"el11}gC!de.;:;:,;Gap. ..Gap".;Gap. Gap ,Hold Hold 'Gap ;.J,ap . Max ..HC!ld 10th %ile Green (s) 0.0 16.1 16.1 9.2 29.3 29.3 6.4 34.7 18.7 47.0 ~6tIi:~i1e.JermCo'cfe':Skip':":Gap":::;.;Gap: Gap' Hold Stops (vph) 37 318 43 127 189 .17 81 799 EQ~1"Q~~Jg!ij~Z~Bwl~ff!iti:~i~:ttli!Ws~~~~r~iiil~;;~_LtQ:~~;.g~~~~~llrT~m~~~1:;~Jl~2~;~~~1:ii';i CO Emisions (glhr) 59 490 169 962 1229 716 148 1765 492 2610 ~~fiE:r:i!~00li')l!~11J,~;1ii~fg~~:(SZ~~g)!I1:39::~g~~~,i~~I:~!!?113ii1;'::',. VOC Emisions (g/hr) 14 114 39 223 285 166 34 409 114 605 Oilemm"''1I'lXbTQIft...'7#)~:ii~'!lO'~J;'.--~Ol;;--:c.''iJ;;O:''''iiil'?TO:j;!~;O'1J:~!!Fp~O:"l~f;J,:i\"'!l!!il!ll,'tO:;j'1>l!.'!!!!O;r;!-h:i.' .",.,<~",-"".~"~,...,,,,~,,,,;~..:<~~,,,,gd4~M~~~^,,,.ilt,:aID:;'lli';),;,..."'~i;';; "..,-,..,...~"ffi,j,,,,%,",,;,,;,,,,~L'~~~,~";Mt;,h><,,~.~~h:'ew,,.ii,-,,~,,Mre.V;;';\."<.' Queue Length 50th (ft) 30 273 19 110 165 0 51 326 251 535 O(j;;':i\,,"'-l:ili-1l'1>)ilili(:!"'':58:;''F"'''''''9'>:illfm''''''iliiiij;169 :,",';:250 J.1l!!:51~:;"i;.); ?"4iifllA"'8,~..'~it~:;;;;,#J(.^5 ":.~"'::.6';"i"4!:,,,' "",,,,,"~~~,",\~.~~,,,,,,.,.~~,,;,~~E',S'~,.,,,,,..,..~,,,,,,~,,,,,,,,,,,""';'",:w..w""""~~"",;'y~~~;."~Kii;k.","""."",=",~",,,,,,,,,.~;,.14'~,',,,""H Intemal Link Dist(ft) 720 7695 980 416 "'l\i~:~~;;' '" ",~{t{&'t!t;~~~;~..~, 20% 38% 95th Up Block Time (%) I] 50th Bay Block Time % Queuing Penalty (veh) Area Type: Other Cycle length: 13i)': 'i_':: ".: . Actuated Cycle Le~gth~'117. 1 NattirarCycle:'15=::~':.;~': ", , :. Control Type: Actuated-Uncoordinaied Maximum v!cAalio;0.g3 . . Intersection'Signal Delay: 41.8 Intersection LOS: D Inters~iQnC:8RacitY Utilization 90.;3% . leu Level of Service E 90th %i1e Actuated Cycle: 130 7Oth:'%iIEIActuatedGy~le:129' . ..':," . ' 50th %i1e Actuated Cycle: 121.8 30th%lle:t\ctuated, Cycle::11 0' 10th %i1e Actuated Cycle: 94.7 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: \. .1 8/27/2003 P:\0405\96002\goICcong to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 2 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 6: Golf Rd/23rd Ave & Seacrest Blvd ..J- _ l- .. - "-. '\ t ,... \. ~ ~ JII1~~~J.j:tl~tl~l:ll_tll:Wl\ll:l~l:l~tl~tlij Lane Configurations '1+ '1+ 't1+ 't1+ IdeaIFJo\\:(vphpl), . .1900 1900.1900,19001900'.1900 1900~9001900, 1900"1900:1,900 Total Lost Time (s) . 4.0 4.0 4.0 4.0 4.0 4.0 4.0' 4.0 4.0 4.0" 4.0 4.0 Leaairjg'Detecl.o.((ft) ..50 ',50 . '.:SO. . 50 "50;'\:,50':.'..'.;:50;::'.50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Tuming Speed (mph) 15 9 15 9.15 . 9 .15 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt"~:':.~:~'~"'.O.919 .;, . " 0.989.', "0:989' ":':.\;:: '0.975 Fit Protected 0.950 0.950 0.950 0.950 pald~f!9~~(PrJ?l).;.;~::~"".,.1V'0::, .,1?12c.:.;0,;~;1nO ,', J842,.() ;,1770 .,,35.00.. -'::."':.0 ",:1:~0~;M51. '0 Fit Permitted 0.078 0.078 0.436 0.164 lS~td;jf.!9.:wM@)j:t!Vl:;:::'mfi1Z1?J'61\:i~.0~~M5.;i1.842.,L::':"0,,::::1:'81~:\'3500~,). :~~;'O~~~~5,;;i;i.~51. ~:;::::I, 0 Right Turn on Red Yes Yes Yes Yes S'a"t'd";ro^'o"Z:7!':(D'riO'R')'~~jit':' ':~~~!.~''''~:r41' ;'-i~"1f~~~l"f1i~4ij;.o;:-:;P} '{ ')':3':,*:~1' ,;)'''.' ~!'..',,>':: ,":~i"! ''-::'''A:;t,.-6~....;~;t~ly ?1>~:~~:'li:E'i";-~~ii"" 5 ':i::;-;; ~;{< ':- \.<' ., .,~~~~;~ ~\'~"""'. ....~ ;'/ <~ <,,f.:d~t;;::~J.~", >"'~;~~~~:.2o.:~~};:}2t j~';..':k~';'.:: v&~;~: ':>il"~:;"::i;_::' ~~?(~f:~~ 4~~~~~l,J;.;~:~~:sr~Sitw~., ~:~~~';;'~" Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ...i."......-''''''w......).'.-.. . . ...-......."""30""'".'. "'.<l!"'''''''''' .... "-30"'-"'" .. ".. "'''''''''''''''O~ --'~~""'li'''''O-'''''~'''''0'~'-'' .. ~ ~,\~qP.~t~Aru",~.' J~~:J;,:,::' 'i- ';:~~\<~ir.t~l~., ,,~~~:;~~~:;;ult::!!~::~t,:,;~'.::?- . ..~~:.;~t.":~; ;- .;~';:ft >-!~~ .::~~~;(~.'~: ;""_~~?~.:~:~,~~,~.. ;',;~;-:;; ,,- Link Distance (It) 7775 1024 848 528 irn.i7eIDlrldiQ"ls.\"I'lll'i1I\\l;Jou;:,j' 'f]i1-"6,~~,,,,:">!.,"-;;;;:~1['''3 '''~+'::?;':,.,j',.:li~iill~'1,ij1l'19' "'lj;;"':1!<l\;;r.1W.;;~.rm2:'O:.'igjf ' ~~-' ~~.,.M~~,...J~~~.~:!:.4~t.::;;':<<.1ii~~....:.~.t~...._, '-),. Volume (vph) 159 252 29~ 133 629 51 134 643 53 64 284 56 e~~~-'~:9JIP~$.Sl[!?JIf;:9~;~l)]I;Q~~~~? Adj. Flow (vph) 167 265 315 140 662 54 141 677 56 67 299 59 1"l'.'P; -"'---""'1.0....'.1.""').'..'.<...6- 7"""'''''''0'''''"'''''''0' ."'........AO..'....,..,.16 :''';;'"1'0' """~!1' 4' """"""33' :~7('-0""""'''''''''7-~'''<i '''''''''''''' ~> ~~&~tR~P":~<,_~I~.-~t'H ,T''';L,w;~~;~~P~ .'~~~:~.. ,~:;;C~l~-, <':: ::'. f", ,:;~:';; ;:~:_ ,.:;U: _ ~j-:;~~!;'n ,}: ~ ':.:i~!<::1 .-,:~~1~_,:~~~_ ~ 'ti~!:L'! Tum Type pm+pt pm+pt pm+pt pm+pt ptj>~@,~t!~~~E~~1~E:~ .'11:' ~~;J:~~~~~:tr~4 ~!#~;:::;~::j~;~f~~~~;:3 :j" ': :;'8~\:::,- ':::~':2'.'- '::~;:Q~:;~Jf'::2'1 ":.,.l;;,:"t;:;Y~~t~~~~i~,;6 ,< ;'~'~,'~: . Permitted Phases 4 8 2 6 DetliCto(pJiilses :::7 " ' · 4 . . . 3 8 .: 5 "2J .1 '6 Minimum'lniiiaf(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Miniinutf(Splif{s) 8,0 . 20.0 . 8.0 20:0. 8,020:0~.0;~0.0 Total Split (s) 25.0 55.0 0.0 25.0 55.0 0.0 25.0 50.0 0.0 25.0 50.0 0.0 TotarSplin%},' 16%35% 0% 16% 35%' 0% 16% '''32% .0%' 16%......32% . 0% Maximum Green (s) 21.0 51.0 21.0 51.0 21.0 46.0 21.0 46.0 YellowTime(s} 3.5 3.5 3,5 3.5 3.53.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Leadll~g '.:.: .' Lead. . Lag Lead. Lag Lead .Lag Lead . Lag Lead.Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes VehicleExtension(s} 3.0.. .3.03.0 3.0 3:0 .'.3.0 3.0 '3.0 Recall Mode None None None None None Min None Min ~~W M MU M Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (It/hr) 0 0 0 0 ActEffctGreen(s) 65.853.5 63.152.1 40.330.7 33.324.7 Actuated g/C Ratio 0.56 0.46 0.54 0.44 0.34 0.26 0.28 0.21 v/c Ratio 0.67 0.72 0.61 0.87 0.38 0.80 0.36 0.48 Uniform Delay, d1 18.8 24,2 15.0 29.926.9. .49,4, 26.138.3 Delay 23.9 31.0 23.0 50.9 26.8 40.8 26.0 38.9 LOS .'."', .:' C C..,,"C 0 C '-"iillID', C P', Approach Delay 29.4 46.3 38.6 36.9 ApprpacfjJOS;i'!\"::!li:" q;- "y,;'i" : . p,,;,j;1S:.ii!l!j'~:;"P 90th%i1eGreen(s) 20.7 53.5 18.251.0 17.242.9 11.637.3 8/27/2003 P:\0405\96002\goICcong to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 3 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 6: Go~ Rd/23rd Ave & Seacrest Blvd / - ,. .. - '- '\ t /'" \. ! ~ 'ilL. _ ~ _ ~_._ Ji',j.s11L ~ ~J .h:L:liL 2i:j,L.'.~ ~ : . 90th%i1eTerm9<>de~'::.:f:;GilP, ,;Hold ,Gap Max':" 'Gap ":,Gap:,.::':' ,Gap.,':Hold 70th %ile Green (s) 15.4 53.0 13.4 51.0 14.0 34.8 9.7 30.5 7Otl:(~ileltei:iT1:9<>d~:;::~i~9lip:~~l;lold'<?ap""~Max:"'Gap ::~:r.Gap .:Ji,~::::((3ap>T::!:tc!ld,:,:\ 50th %i1e Green (s) 12.0 52.7 10.3 51.0 11.9 30,1 8.4 26,6 5Oth"%ile:,Territ Ccide7!::"::'Gap:i'iHold' " ,Gap': Max ,. , Gap <,;iGap ':::;,'\ii ' .2Gap;,'i:flold ,,: 30th %ile Green (s) 9.0 51.7 8.3 51.0 10.0 25.9 7.2 23.1 30IhJ'?i1e.J'!l!!l1Ccx:Je;:'"GllP ;,,"Hold , GilP.:"MaxGap::Gap:: "Gapl;lpld 1 Oth %lle Green (s) 6.5 51.3 6.2 51.0 7,3 21.7 0,0 10.4 ~ Otj1 ,%!le;Tefm Code'::::::Gajl :I-Iold ' Gap':: Max: Gap '::t16ld ,i'ii' ,i::SkiP:::::Gap' .. Stops (vph) 90 412 72 614 86 615 '42 269 1:,"el"Usear"al\'M~.!llI~iM.'!t~.}:'NlOl~9~";;!:::;' ;;.jl:ii!L"""~~!;:16 :'::1::':~-':, \i!ii2,'l~.ilaA~~:i!!-~6r,"!'~'~~': ~,M_",,.,,,,....,,..-W:,,!l~~w.o~~t~~,,,,,,,,,~,,,.~,.,,,."'~,)!-17~~~r..,,"=I;i;'~AA_ .~ .~,,~,J.UilL,~_ur.;:~,~~~~'Lt!~~FF_wdtij~.. CO Emisions (g/hr) 763 2737 146 1109 146 964 58 390 O-"",v'~""''!'J;;IIi;\'i1~' l''fillll::<. '''''~' """"'~8'-""'1'6'~" '" ''''''''''8''-''''''--~~1ID'!illl:7'''''''~"'''' r:t,..~;J~n~~~.t.Mi~~~~~~~#I4~f)t~~~"ji~-.,4~",,;,,"~~~ru;[;i7};:jr:liii!~",;~4.Bt8,~]l~j~:;~~~;f0EllUr~~;' VOC Emisions (glhr) 177 634 34 257 34 223 14 90 Pilem~'!\'Jeh~1ils)lil\-~O'~::;O~);~1tl:;~~~-'!'J!l~;;~n~t.'mrr;~:;:'q~~O!'-a:m."%;\l:1:'~'*'~-'O~:O'~iJii;~'1l;'. ,.,...~.,..",-"~~\J~,a-,~.,lt~2'i"~tL,w",""''!'tf~,";",;.,,-,,,,,''i~}-~ffitff;':~"";,;,,,,,:,,~";'O~nrA';,,,,,,",~~;,,~j-P"&"';';~<,,~-w.,.~..,#'..N.~,_..\..'~' Queue Length 50th (ft) 69 331 51 490 73 273 33 118 Pj1~l!!IID"~,&6~~~it~~!l!:!~!;~~,;Bili:;i\l~~~1&lIf~i&~7.JJ~~~~;: Intemal Link Dist (ft) 7695 944 768 448 9% ,Jj;j: ''-'''''''' Area Type: Other PY9Ie,te1i9i.l1~~ 55'~r~;~~~ ;:. ' Actuated Cycle Length: 117.4 l'Jallirafpycle:;t5:~;::':;~:: .,;, . Contro(fype: Actlia'ied:Uncoordinated MaXimumv/c'Ratio::O.87i:, ,'- ' Interseciion Signal Delay': 38,3 Interse9~Qn.: ClJPacitY :UtiJi2;ation .84.9% .' 90th %ile Actuated Cycle: 142.2 70tti %i1e:ACtuated 9Yc1e.:: 126.9 ' 50th %ile Actuated Cycle: 117.5 30th %i1e:f.ctuated Cycl~: 109.1 ' 10th %i1e Actuated Cycle: 91.2 II 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. ".....,;;.1';;/:.,);;:; ;,," "",'.1,!..P. "}:..';(i'C,-., Intersection LOS: D leu Level.of Service D Splits and Phases: 6: Golf Rd/23rd Ave & Seacrest Blvd \. .1 ""t .2 8/27/2003 P:\0405\96002\goICcong to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 4 Golf Road, Congress Ave to Seacrest Blvd PM Peak Hour Synchro Analysis Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 3: Golf Rd/23rd W & Congress Ave / -"). ,,- ''\ t I" \.!.; ~~[Q~"~l;8I:J:S~~l:ltlBNB~ Lane Configurations 'I t ." 'I t ." 'I ttf+ 'I ttf+ Ideal.F!ow(Vphpl) ,19001900 1900, 1900 1900 1900 1900::1900 1900',1900:11.900,1900 Total LostTime (sj 4.0 4.0 4.0 4.0 4.0 4.0 4.0' 4.0 4.0 4.0 . 4:0 ,,-. 4.0 leading D~Je.b.tor(m",: '50}' 50 ',50,.50'. 150 50 50,-, ::50. ' 50:;:';':501' Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Tuming Speed (mph) 15 9 15 9 15 '9 15 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt, ,,,,;i\~:~:;"c, ," '. '" 0.a50" '.. " , 0.850 ':'0.987, , ' Fit Protected 0.950 0.950 0.950 0.950 ~atd"f,lollHp!'Qt).;;":i; :Sk::'~?70"";;1a63 .158:3,,:,:,VlO,1a~ 15.83.17.IO:~~5Q19..:.io.~1.7J.O. :;,4989.,' , 0 Fit Permitted 0.250 0.250 0,097 0.073 S' 'd- - ,(no-' ,\"""...."""'''''':;,'''''....1 63 "1583"-"""'6""1863' , '1583" ''';1';1'''''''0' 19..."'..../nO."""'1' 3''''' ~'9 9..~'.'0 . a.t..j.r;.~9YJ.ill"~rmJ~~~~*';il'~~..df~.~ . ':-l;1 . -<J~~~,.,:'~~.,. .}~';" . "':";;;,,2H;~"'~' :[~t~\~.,,~illJ~.,~.,?~~~~ ~ vJff.iHr~[. Right Tum on Red Yes Yes Yes Yes Cati:l;caoW'il:lt:OD\l;:~~?jm.j::':;'{j:':~.1.24,:i:~":j:ji';1\'~:'..i,,:'i;::;.310~ i:;:':':;:;,r."";:l!113,;~I:f{';i;jt~;iij.~I!l!22='::~: ~.- - - >>_<1.., .~\W~.~t!l~Ga'i",___i~ ~.v.,:wA .. .' >'ft.. ;j :;e\~!!r; ~u..,...," . , . '.. ,> .._ ~,~ , ~~~.. ,,'~;\!!l tI~ >-~vhr I". :m!f~__. -,,~~'i; Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "-)"I("';;;';:;l'IY. '-'h-)""''''''''''''''' ",,'J!j-' ..".....,'0 ...... .... ~...... "..,..,.. ""'- '-30' ..' ...... ..., ......... ..'.. ''''''^.. ,......... ' .. . .. , ....'x.. ""'l!!i""^w.!f."'" ' ~Tl.,'oyy~.,'l.~,R. '~;;1t4~1~~~4;~~lt'~1;'~~'.:;v . :,,:', ;:, :<~'::~~;:0\!t~~~~::: ;~tq ':::' l ;, ,:",;<)~1~tr~,~,~;.. ~iff~~;1~,~t;t~~~~~..R:;-~:~ Link Distance (ft) 800 7775 1060 496 1r;a;\j;;ntl;:.~.;\~~,,,,,i;jj'lJijl!~a' "2""~"'f:",'i:F~=~Ni"i'76\7;;;,;lii!;"';W":ii:';,,;:, :" r. ffi' ':' ',_ ~;"~~~!...._,_~'::!'J~-1'iif~~:<;"::!l~~_~1--.11_-,i~;~ ~ Volume (vph) 97 270 118 167 324 314 271 2061 196 222 1105 158 . .~ll.$~~~~.!ii~im:p.9~~~~~ Adj. Flow (vph) 102 284 124 176 341 331 285 2169 206 234 1163 166 ~n:~i@I@it"'t!RYf;(VPJilmo.?::f.\?284..~}1,~~:;~.iM'1t6 ":~jf.SJ;fl ,'''331' :':2tl5~1S'~~'l~~P':!'!lWlo. Tum Type pm+pt Perm pm+pt Perm pm+pt pm+pt P. "'~';:>""'bh-"-"""~-'-""W-"'"''''4''''''''''''';;:f'''''''''~''''''''''''' a" ,..' '..,...... ..-5'..'......'.."2 '.."m..".... ....,.. ~..'..,..........."";..'~.., , 'Q.l~~~F~f!~~Arr.~~{f~~~?it.:~;,{ '~":', :;',~; .:~.:~il.:-:~ :'YJ,~ l(::.:t , :': ,':. ,;:fi ::~;;J;l::: ,;t~;'~;Uf--~l~~t1 *:~:~:~~I~:mt~N~r'. Permitted Phases 4 4 8 8 2 6 Deteciik~ti~ses.h.>>7 :,4 ',4 ":3' 8 8 ';5:..'..2 ,,~:1,':,l6:":;':, Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum $plit (s) :, '. . ",' 8.0,,, 20.0, 20..0 {l.0 :20..0 20.0 8,0 "20.0 ,'a.o, ,20.0.. Total Split (s) 39.0 20.0 20.0 39.0 20.0 20.0 22.0 59.0 0.0 22.0 59.0 0,0 TotaISplif(%) '28%'14%' 14% 28%14% 14% 16"/0,42%" '0% ' 16%,42";';" 0% Maximum Green (s) 35.0 16.0 16.0 35.0 16.0 16.0 18.0 55.0 18.0 55.0 YellowTime:<s)' 3.5 ,,' 3.5 3.5 3.5' 3.53.5 3.5 3.5 3.5' 3.5 ", All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag i Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0," 3.0 3..0' 3.0 3.0', 3.0 3.0 '3.0 3.0 ' 3.0 Recall Mode None None None None None None None Min None Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11,0 11.0 11.0 11.0 11,0 Pedestrian Calls (It/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.5 16.1 16.1 34.1 20,1 20.1 72.4 55,2 69.1 53.5 ActuatedglCRatio 0.23 0.14 0.14 0..29 0.17 0.17 0.62 0.47 0..59 0.46, v/c Ratio 0.46 1 ,11 0.38 0.59 1 .07 0.63 0.83 1.00 0.79 0.58 Uniform Delay, d1 31.3 50,6 0.0 32.4 48.6 , 2.6 25.2,,30.9 29.0 23.1' Delay 31.9 124.5 8.7 32.9 100.1 6.8 35.9 54.1 32.4 23.9 LOS .' C F , A' C FAD ";. D C C ">:, ' Approach Delay 77.8 49.7 52.2 25.1 A "ro.'a"c..<:.UOS'.,^",',.,',','..',....' ....E'" ",'....' D . ....~',~.....j.," , C~"" pp, ". .11',,-",>>0<,'-"''"' ;',. ~::. ~)':~\J:::i~...,,:;:'''::,' ~'. ,:1t~'i;' 90th %ile Green (s) 14.5 16.0 16.0 20.5 22,0 22.0 18.0 55.0 18.0 55.0 9 0.91 0.91 0.981..... ' 8/27/2003 P:\0405\96002\goICcong to sea-pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 1 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 3: Golf Rd/23rd W & Congress Ave /' - ,. .. - '- '\ t I" \. ~ ~ -'-:":",~,.___J~~ ~ .:~L,I.'iJ:.liL~~l ~rL ~ j:J:!L .s 90th "Ioile TermCQde,Gap Max Max ',Gap , Hold ',.Hold '.MaX 'Max " Max '. ,Hold 70th "Ioile Green (s) 12.2 16.0 16.0 17.1 20.9 20.9 18.0 55.0 18.0 55.0 70th "IoileTerm ~i:l~: .)/9~p , "Max, ,'Max)'(3ap,:: }Hold" Hold Max ~a.x "';~:Max ,'.Hold ' " 50th "Ioile Green (s) 10.6 16.0 16.0 14.8 20.2 20.2' "18.0' 55.0 17.9 54.9 50th "IoileTermCode "'Gap' Max Max < 'Gap"~Hold Hold ,'Max";iMax'", ,Gap: Hold, 30th 'Ioile Green (s) 8.9 16.0 16.0 12.3 19.4 19.4 18.0 55.0 14,6 51.6 30th "Ioile.Term C()cle ',Gap, Max Max Gap ,Hold, Hold, Max }~ax '.(3ap, Holp , 10th %ile Green (s) 6.6 16.0 16.0 8.9 1'8.3 18.3 14.0 55.0 9.7 50.7 1 Otl:f"loile Term Coda : Gap"Max ,Max Gap Hold' HOld,Gap:.Mal(;'C" 'Gap' Hold Stops (vph) , 74' 380 19 126 407 46 179 2309 148 885 f~~t\[~~(g~D:~~~1~~~iiit6~f~t~~~'~~~~i ;!'~~::~ ~~~~}!~g;~~~~~~~;::..;.?O.:'~~~.;:~~2Ji~i~~I~J~~t~~;:>~ ;"jit~ ~>~:~;:(~J),:~:':': " CO Emisions (glhr) 115 743 73 835 1992 1379 364 3933 220 1112 "'O............'i..-....,.;n;...\'..'f!.,~i)..~-...14S'''^''4.u'..'''2.'..-'''...1'';;:'2 ..'......7.''''''.''''''6S.. "',' ._"., . P-:': X :~I]I,~"qn~~t~"~I,r,l~{~~~t~.:b~.L" _,';,;s, 'g;~<. ~~~:;'J.P. .3~;,~J..~ ,jt:,~:, ,~.;;~:;;,~., j~~l.,_"-n~~~:~~~,:: .: ;1, ':,:~~J;~: ';>~~\~1J~ ~.' <;: : , . VOC Emisions (gihr) 27 172 17 193 462 320 84 911 51 258 P'I "... '....v'hi...I' '""#t -..,_,.0...>~"2ro'''. -.,." '0" -"-'O~""'*"O ''''.., ..'O'.."........O'.".OH~O"..-....., ....'0 .., '-"0 ' , . .1 ~m!m1.k!~".9. ~\!J~~>_:~~f,(jl-, ~;&',;\f:.2: l~:~~; ~.g~~M~ ,~\ii}~~::1J~ jlh(f~: . ~~(Jii:j;;~"';~~,t'{';l '. :;':~i~~> ,~.::~.~t~'. ,.::,,: Queue Length 50th (ft) 59 -256 0 107 -296 14 144 -716 120 265 rioeua':tii'n"""l:JSih"1l'fi 'fu~~O;:'li",lI~ """~' :..;j. 570;,;;'1 ()"j;>;1I!Ag '0,; c1 06'; i; 1t311'~:c:' 879 ..l~"" ':,cfl244 "',:'341i, ~,,,,,,,,,,....,~~~,,,,,-~)~,..I~,,;~,,)f.....,,~....Jw......,l,~~.,,1.ri~,,,,..,",,,,r'." "- """"'~.,."'...~,....,.<.,.< ~ '" _.,':..,....." ,., Internal Link Dist (ft) 720 7695 980 416 ~~ .....~_.~t'""'".k~JlIlt.;!_'",'""...""'~:'~,,.,.<..'"......, ..-.." ~..P~r! ',,' ''";;i~~~JtW>:~~ijJtt''~~'1~}1;.,:;t~~~~~~Yiil~~t~~~~:l~~~::~<,< 95th Up Block Time ("Io) ~a~~~~~~~~~~~~~!~1\~1S~~~~jl~~;<:;::t~~~:i;@;~~;~~L:;::': if~~~~~~~~~~~1};;-,.....~Jf~f"''''_"~~-'''''',s'i.~f:.'".~a~.,..,,,.,~1iJ;'lifiiR'5ik~~~.,' "~'*"~ ,>" ""R'I'k..>."",." 50th Bay Block Time % ftStti~~iJll09.K!L~j'(::':1~~~.1:"~~:\' Queuing Penalty (veh) :1;, '",. ',', Area Type: Other CyCle Length;'140 .:~,' ..' , Actuated Cycle Length: 117.4' Natural CyCle; 90 ;}" 'i,. ': ' Control Type: Actuated-Uncoordinated MaximiJrnv/cRatio:'1.11, ' Intersection Signal Delay: 46.6 Intersection CapacitY Utilization 97.5% 90th "Ioile Actuated Cycle: 125.5 70th "Ioile Actuated Cycle: 122.1 50th %ile Actuated Cycle. 119.7 30th "Ioile Actuated Cycle: 113.9 10th 'Ioile Actuated Cycle: 105.6 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. It 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Intersection LOS: D ICU Level of Service E 8/27/2003 P:\0405\96002\goICcong to sea_pm,sy6 kimleylvl7 -ff51 Synchro 5 Report Page 2 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 3: Golf Rd/23rd W & Congress Ave 8/27/2003 P:\0405\96002\goICcong to sea-pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 3 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 6: Golf Rd/23rd Ave & Seacrest Blvd ...!-_l- ..-,'\ t ~\..!.; ~~~,I8J;:t:l~~.t:lt3.!:l~~~!:$F.i Lane Configurations 'i f> 'i f> 'i tf> 'i tf> rdEll:!I,F.low.(vphfll);".1900 19001900 1900', J9oo, . 1900".1900 i )90.0 '1900,1900 ,~'19001900 Total Lost Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 [eadiiig':O~!~torJft)',:50'50 ,>:<;'50 :50 ',' 50'::"'50> '/50 :;~;;':50/' Trailing Detector (ft) 0 0 0 0 0 0 0 0 Turning Speed (mph) ,15 9 '15 9 ' ' 15 9 15 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0,95 0.95 1.00 0.95 0.95 FrlC;:.. "'.J:,..;:....",.':"',' ,.."..,." '0.949<'.,:",,' > 0.975 . ':"0:991 ,."",...,,'. '0:971 Fit' Protected ,', , , 0.950 0.950 " 0.950 ' 0.950" , , $ald,f!Qw,..(p.rl:!t),;",,;;i,',;;~J7?O;i,! 1?68_b;:',:0..,,5VI0~ JI116, ,:, " O;~)770:, ~507",'d',O:)"o,1,710,r:3437; : ,0 Fit Permitted 0.257 0.243 0.131 0.087 S"~a"A .-.."1;....' ". ,'~.".....'-'.J1''79''..1768' ..,,"'.. ..0'-"'4'53......18 6' ,'" ' 0 -'''.' 244' .. -3507 ' ,.., "O"vc 1'62","'34" 37'-"'~ "-0 .. ~L<!;"...QW;w~rJJlJ .~~:>.~~;1;~;~':~~>..Lt;: , .\:;t,"( ~;J:" [~:~:'., i'i, 1 ::.: ;,:'. ;1::;-'.., ~~:~ ,~.,~~~~~. ':::~;::". "At,:::, ,. __n:;,:~;~;:,.i:,. Right Tum on Red Yes Yes Yes Yes S"''''''AO'''W~'fIRTO\b)'''''';l'"'''H''''''''''~;(,''18''''''",^~''''''''''''''~;""C'" '''''7'''''' "~..' "" .. """"'''4' ''If'''''',... ,'" ""'''''''''''''''19' "U''''''' :, ,~i1..>_........,A.",.-;,,,,.~ :j1~fi~~IeJ~\;:;,:,::4:~~, ,;:~'~iig~t~biJr'#)'i;~~~;;~~:;, ~>'U" <.~ ;:':t~~~i;{~'\';r.,<e.:t',~~f;: ;1?!~~t<~'~.r;:~'l~~:;~~; n\~'!-il~~__ Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 [';;vS""':""':>'l,"'-li;\i-'" ......"'~-'=.""""'O""'=.....,.._"'.."..,.'......,,"'''''''' , ' ..,--......"". ,"";;:;;-..,,,...""'....,, ...... (!jf''''''''~ 0' ............, .J.,m; p~ ArJlJt !/~!~;:: ::,>\:1 <;~t;;;;~'!!~*'-? < fi;.~~~:;:~:j~l;;I~: }~::~l~~~~ f;'~~:~ ~.:.- ">i~~~~;:;;;~::;~:t ~)t;;.~~~ TYjt~;( :".~:::~~1l~:..~1t~~. .::?::;::r. ' Link Distance (ft) 7775 1024 848 528 ~liA/1'I:;:;'l,"'fS;;\_;;r.~,,",-!'i"""6'''''''._'i!1~~'~,3:''''''-'3'1i,"::l''- -';;.:""~;'""":~'9~'M\'liP;,.,:;tj'~"'-'2~'O' i"'t~",,";' f.L~~/~~~~~i~~~~~,>' '~~;!;'ih .~w.A~.t>~J;) Volume (vph) 238 261 133 46 320 63 246 1104 67 58 607 146 ~~.Aml~!?_-:9..~~~3'=~t9.5.B@!;i~~~5JI.Q-;ll? Adj. Flow (vph) 251 275 140 48 337 66 259 1162 71 61 639 154 PiQ~,,'Gf:9lip:f.jgW2(VpJ:l)~::::~~;:~"lj 5"~J!;;':i,,~':t::~J!lS:" ';~~' 'O~r.r~9:'t;~f,~"!;~'07~~JBlt~~:~'!iJ!o Turn Type pm+pt pm+pt pm+pt pm+pt r..fo~~t~J>!l~~sijF'~,:~"]::':~rl:p'~;; /4,;'j'I[::: '.' :'::P~;;3:, ';' :,8 ' , P";::,t~~J~'i;;\:W2 ,':r,,:!:~i[,1~'?IFEr'~;::~~:', Permitted Phases 4 8 2 6 Detecior Pbase!;>:' ..'7: 4 :- 38 ''',5'" 2 - ',1:. T::,6 ' MiiilrTllJ;niiiitiaf(s) 4:0 4.0 4.0 4.04::0 4.0 '4:0' 4.0 Mininiuin}lplit (s). M 20.0,' 8.0 20.0 ,: .' 8J:>20,0 .8.9:;;2.0.0 Total Split (s) 25.0 55.0 0.0 25.0 55.0 0.0 25.0 50.0 0.0 25.0 50.0 0.0 ;rotal Splif(%) , 16% 35% ' 0% " 16% '35%' 0%" 16%' 32% 0%:,16%" "32010 ,'0% Maximum Green (s) 21.0 51.0 21.0 51.0 21.0 46.0 21,0 46.0 Yellow Tinie(s) 3.5 '3.5 3.5 3.5 3.5 ,3.5 3.5'3.5 All-Red Time (s) 0.5 0.5 0,5 0.5 0.5 0.5 0.5 0.5 Lead/Lag,:" , , ,Lead Lag Lead ,Lag Lead "Lag 'Lead ,,'..Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes ' Yes Vehicle Eidension (s) 3.0 3.0 3.0 3.0 3~0 ,3.0 3,0 '3.0,' Recall Mode None None None None None Min None Min ~~W M M MM Flash Dont'Walk (s) 11.0 11.0 11.0 11,0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 50.5 41,6 37.9 30.4 60.0 50.8 47.1 39.7 Actuated g/C Ratio 0.43 0.35 0.31 0.26 0.51 0.43 0.39 '0.33 v/c Ratio " 0.67 0.66 0.22 0,86 0.78 0.82 0.37 0.68 Uniform Delay, d1 '23,0 ,31.9, 21.2 41.1 19.23(),9 ' 16,5..33,1 Delay 23.0 32.6 21.4 42.2 29.6 38.7 20.7 36,6 LOS '_, c C 'c' DC';:;):5. C D', Approach"Delay 28.9 40.0 37.1 35.5 Approach.JPS;:1;,',~:':::: C ,'" '0, ",~,..:"i~-1:"; ;:,,"'0 90th %i1e Green (s) 21.0 59.8 9.7 48.5 21.0 56.2 10.8 46,0 8/27/2003 P:\0405\96002\goICcong to sea-pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 4 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 6: Go~ Rd/23rd Ave & Seacrest Blvd /_~ .f'-''\ t I"'.~ ~ 1!anE\,"t,:;r.o~~aIl:l;1tbilwl:l~~l:l~l:l.l:l~l:ll:l 90th %i1!l..TerrnCode Max Hold ' Gap Gap' Max ; Hotd , ", '; Gap Max, 70th %ile Green (s) 20.0 50.3 8.3 38.6 21.0 52.1 8.9 40.0 7Oth'%He:Je,f,i!r~de;:':Gap>:' Hold ':, :: . :.'Gap~~'Gap::>;;;t,.laX'if.l:l~ld}',:' ;,,':,Gap;,','Gap , 50th %ile Green (s) 16.3 39.2 7.3 30.2 17.1 46.0 7.5 36.4 50th %i1e':rei'rii'Code : ~ap Hotd ':'Gap::'Gap:,Gap::1,Max " . Gap Hold 30th %ile Green (s) 13.8 32.2 6.4 24.8 13.5 46.0 6.5 39.0 ~Oth,%il!l,Jermqode ,Gap Hold , Gap. ..Gap, , " Gap" .,Max Gap, Hold 10th %ile Green (s) 9.3 28.7 0.0 15.4 9.3 46.0 0.0 32.7 1Oth%i1e'1erm,code 'Gapl:lold">Skip'~Gap:: '(3ap Max 'Skip ,Hold Stops (vph) 145 302 29 336 149 994 33 612 f,ue!JJ~~Ja~~~ :.;;tLf,;;;~;~1t6~;~~~.~~~~~,:~;JJ~~t~~~~;~~~;:~~.~~;!? ::;~!J~~,,~.&~~:?2)~:j;;~1~i~;:;;;;~~~~ jh~~tt~j:~; ~ : CO Emisions(g/hr) 1142 1969 51 574 275 1570 47 845 NO"''''''''''-'"cl...,,,). ",..- "''''''',........' ''''''''..'....'..-''''.1'0.'...'''.'1'2'.'......'....'' .'... 3'........,," '- .........._'"...... ..~'".."...,.., .' ~ ,x..F:J.!!t~!L$~!"..r l~i:::~}r~;~t~98,3,~Gr4i:,:;;~~~~., ".!ih.1u."" J~~~~i~i>"~ ;; <~:~P .:~~~?j~;;r~~~1i!~t~~ji~:>I.~"~~;;:~.;~:.;:; VOC Emisions (g/hr) 265 456 12 133 64 364 11 196 p.I'......."';l".r,"'.-"....l.#).'...."'..e.O.""''''''''O..:;ll:::f!1i!'"'' .",'l!\!'O ,...""'~O'."."";;;" .. ""O'"'~"''''''"''-'''' .""n'lfiO.'..~"';l;!"O.. "..'....., ,~,~D1.m~..,,!,!~!!~~_ ,:~st.ti,~.5~' ,;~\~:t!fir:~,,~~ia~5d{~~1~ < :~.i;~~~. ~:~.~;;:!<1;v~'L.;J[~, Jk~~'jM.;tlli:i~~:r:ti;~~~..,J~~i'!:. .-;it.:~>.;~/~.' Queue Length 50th (ft) 121 254 20 282 116 443 23 270 Q'u"e"u" "e""'e"~;;x""''f(j'5''.n,ft\ c""'''^1''q.;;;-:'A27.'i1i,''1j';;!I1",'''*'j~.-;''''^ 'c""'A72:i,<iSi ,;".-, '; #30' '2 """7'7/l':;":",,,:,,;;;;..';.(J;"'."^ ~~" Aft ~ii',.:i;.":,' .., .,.........-,."..&-I::.:..:.w.!:l)J1l'-..~.\i.."-'''.;.!,');;~J..x.\;~~~ ".~~,dr~;,..!~~~~.,.^..2l;,:);;",,,,;,,l.;.';"'~, < '" """,~'!!:~"f.".~~;~t-:~~t:-14I.~iPS~~t..~':~" Intemal Link Dist (ft) 7695 944 768 448 0:" w.....,.'~___.~,~~ ~~>>..l . ~~?~~~~:~!,j~~ 95th Up Block Time (%) 1% II"tfrTi~t>'-\~."'.""~. .~~~~wr2;]jl~~~r';iif'f:' ~"~n":~J~~VH","liL~;,"--,f":.:i~,;.~1gL~~~',~,F'r~>,,,,/..,, "'~~~~~'J~",,, < < 50th Bay Block Time % S9.tr.(~i!i~[<&~Ijl~~~ ::'~:~~)j?l.2:<.t::^:~~~1~~'~::;~~i;~~~'~ ~ '" . ._, '~:,y'.J:~r '; ~~:~ ;~:~~::' '. Queuing Penalty (veh) Area Type: Other Cycle[:ength~ 155'" " ' ".' , ' Actuated Cycle Length: 118.8 Naturalcycfe::,?:5>'::::i:.':, , Control Type: Actuated-Uncoordinated MaximurTfWc Raiio: 0.86 Intersection Signal Delay: 35.5 Intersection LOS: D Intersection Capacity Utilization 86.7%, ' leu Level of Service 0 90th %i1e Actuated Cycle: 152.5 70th %i1eAl::tuated Cycle: 135.6 50th %ile Actuated Cycle: 116 30th "!olle'ACtuated Cycle: 1 07.1 10th %i1e Actuated Cycle: 82.7 # 95th percentile \(olume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Golf Rd/23rd Ave & Seacrest Blvd ...t .2 8/27/2003 P:\0405\96002\goICcong to sea_pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 5 Woolbright Road, 1-95 to Seacrest Blvd AM Peak Hour Synchro Analysis Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 3: Woolbright W & 1-95 SB Ramps .I ..J _"'\-.- '-'\ t I" \.! ~""rp[l~l:lI-=~JIIiIIJ!:.~K~.t:S~l:S~t1~l:llJlfllll)l~~I:l~ Lane Configurations tt" 'i tt 'i'i" l.deal.F,I()wJvphplj" ,1900 1900, ,)900 19001900' 1900 ' 1900 ,190019001900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ~eadil!gDe!ector (It). . '50,;:',50.:50;50 ' " " ' '50 .','.50 Trailing Detector (ft) 0 0 0 0 0 0 Tuming Speed (mph) 15 9 15 9 '15 9 15 9 Lane Uti!. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.97 1.00 1.00 FrC'::':',;;'" " , ','0.850 ' ,...,' " 0.850 Fit Protected 0.950 0.950 ~l!!d:.llow,(prgt), "",.().,,3539,::;.;,1,,583,:,~1Z<0;;;,.3~~":.>;;O '.. 0 . 0 ,'< 03433".0,1583 Fit Permitted 0.950 0.950 Sii1d:'fto~lpen'n)'o;:)::,'.'{:~~rOji:35;3~Li15(\3::'[~~nO!:~~~;?,;i;r !,i:'()~ ..<>;'..0. .'.:0 /1~::i;:0 E3433 ?',' ,;'0, ;:J583 Right Turn on Red Yes Yes Yes Yes '8" t"d"A '''''tc'rOR' '\ ,.,.."',..,', .-. ,,,.""....'.,"""""l:,J:;,.... %'"'''''~~''%'''''l!l ;''1ic'''''~'' -. ""....,. .. ".""",""", ,," .,' .'A'.... ,", '., "w.....4n ",~ _, ,M'h~<?~;\~~P~~ ".:.J::{n~:~~:~;~;~~~~?~:.s::~~i~~~:t:4f1!~~~~~{;1~~ff:;f~;:;J;~i;:;:),~:~!:~ .;.. '.' ~\t~~:~t[ ~':i5~j~~;1i.~~~~'~f:r~~~:~;~:i]~;, .' Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 [I' k"S'-'::""'1" ""') ." ,"~",~,,-,w'40'"'''"'''''''''''''''''''!<l;",...,...(,(l'''T'~''''''"''''' ""'SO" ........ '.... ""......'30."..-' , . n :, p~~;\mPn "': :':;;::' ;~~~,::J~~:it:.;: > ;:;::r,~~'~.: ~i.::":;J~r':J:ci~~~,, :::r2:\;~~~~:t0 ~~'. ::~~</i~., .:,'~ ':( :;': )'. <!:~,J,;i~9:3~::~~" .:~~' 'i~:.': Link Distance (It) 352 630 1184 896 m~liii:hU~~:-g..~~~~,;..;,lFi.g?:~~"~:~gl>.;~J.;~~~. Volume (vph) 0 897 538 369 655 0 0 0 0 493 0 453 ~~._~~;.~~J~.~5j"i![O'J!:l1~R~}~lI:O'at5 Adj. Flow (vph) 0 944 566 388 689 0 0 0 0 519 0 477 ~e' ~rOlip':Flo\y':(vplj) <.,;:?,o:'~r94<t~~(r:~,:~~l'!?'~9':.0 ",',,0 ,':,o"i:'Tfin~5l9;,;;:;f;.0:';~;4n Tum Type Prot Split custom custom !;>r.cjtoo.\~;.B!i~~;',~? ," Y:':"t'>j: ;1F~'1::,"4"'.c;;:fi~2':'\;S ' ; '.,.., . ' " .., ,. ';'ji ,;l:;1~' '. ,;', . ;'" ,," Permitted Phases 6 6 DetectorPhaSl1s", 4 ' ,AS "S ' "6,6 Minimum Initial (s) 4.0 '4.0 4.0 4.0 4.0 4.0 ~inlmiJm Split (s) , ,20,0.. _20,0 ,20,.0 .20.0 20.0 ' ' 20.0 Total Split(s) 0.0 37.0 37.0 57.0 57.0 0.0 0,0 0,0 0.0 21.0 0.0 21.0 TotafSplit{%) , 0%32"1032%50% '50% 0% 0% 0%' 0% 18% 0%' 18% Maximum Green (s) 33.0 33.0 53.0 53,0 17.0 17.0 Yellow Time (s) 3.5 '3.53,5 '3.5, 3.5' 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Uniform Delay, d1 Delay LOS", ". ," Approad,' Delay , Approacb;LqS::':::;<'. 90th %i1e Green (s) 3.0 3.0 3.0 None Coord Coord 3.0 None 5.0 11.0 o 32.9 0.29 0.93 39,9 48.1 o 31.5 C 33.0 5.0 11.0 o 32.9 0.29 0.67 1,2, 3,8 A., 33.0 Synchro 5 Report Page 1 8/27/2003 P:\0405\96002\wooL95 to sea_am,sy6 kimleylvl7-ff51 5.0 11.0 o 53.1 0.46 0,47 21.3 22.3 ,C 53.0 5.0 11,0 o 53.1 0.46 0.42 20,7 21.6 C 21.8 ,'C 53.0 3,0 Min 5.0 11.0 o 17,0 0.15 1.02 49,0 83.7 F 17.0 3.0 Min 5.0 11.0 o 17,0 0.15 0.75 0,0 4.4 A 45.7 0,'" '/: ' 17.0 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 3: Woolbright W & 1-95 SB Ramps .J' _ ""t ,f - '- '" t ,.. \. ~ .I l!m.le~tsl1W'Yts~~JIIlIY5~I;l~~tsij 90th %i1eTerm Code '" Max:LMaxCoord Coord .' " ", .,m'Max:',",:,,"Max ,~ '. . ,. 70th %ile Green (s) 33.0 33.0 53.0'53.0 17.0 17.0 70th%i1eTermCode " "Ma,(l::'MaicCocird:Coori:t " ;,:Max:W,:;>:>,Max 50th of~iie'Gree'n (s) 33.0 "33.0 53.0"'53.0 ' .. 17.0'" "17.0 50th %ile Term Code Max '~MaxCOord'Cocird ," Max" " ", Max 30th %i1e Green (s) 33.0 33.0 53.0 53.0 17.0 17.0 30th %i1e Term Code Max, Max Coord Coord" ' Max Max 1'oth'%ileGreen (s)'" '32.4' 32.4 53.6' 53.6 17.0 17.0 1oth%i1e'TeiTTi Code :', ",Gap Gap CooidCooid'Max. : Max Stops (vph) 868 62 150 263 576 49 fl:le~,~,~~lg~~~~~;~'~:i~5r~i~1~i;~ *~~1~i~;~;ti~~t~? '~~j1f;;1i~~~r~Sr~1~;'::t~~~~:;~~~J1;trI:. ;~1;~jf~~t~l7ft12t'3.t(1;f;:~i >;;[~:~:-:A CO Emisions (glhr) 1360 161 330 578 1050 268 NOx:~~fill~r.~Q~JM1r)',}t}!;'~f~~:~;}X~'2f?5~~:il~1 t:icr~~~:?l;t1~;~tt!~~!:~t~~~:t~~T,~~~'.~~~; ;~;~ \~' :~ ~':~.f.~:;i~'2Q~l~' ~~~~1?,~:::;'~~~,~2 VOC Emisions (glhr) 315 37 77 134 243 62 t?i~~rl1miY~Jil~'~'l~), :~l~:i~~~;~~~~;1j~~?~t~t}:'Q~~~~;r~:O:1~~:?;~;"~~-;~i:'~,Jb~ ~~~~~~tj~~]: ,[.: ~~~~}i9 :!~1: :'~~'(~;:i:~~]-' 0 Queue Length 50th (ft) 357 12 122 113 -210 0 Qi.ie"(JeL'eii'giti:1l5lh"l'ft\~~:~:i5pm';'l!:;~116'~;t'209'~',18(j'fi;'JF;ii~j;!0::,.,l>.:1';:;::i:,', ":,,.,,"!11:::jI~,,~fI3111!!l<~:i,:;;.~:;-i'~';106 .".1. '" ,.....,...,.,==< .. !,.,>-",,-_\..~~?b-;l<e]:- '/;!;~t"-"-'~'''' 'v '."="' .:l)-..,., . .'l.-m't",~>>~"""\i.,~,,,;R. .,,~ <!:""~;i.<"\l,,,,!>..,... ".t-.:;;;)<" ~.~. . ,.,,,,-->,,,,,,,,.;.ay --- ~"""""'-'*'- - Intemal Link Dist (ft) 272 550 1104 816 ~l<.il~~~~8~, 95th Up Block Time (%) 33% II'l'I'"'..m:l~l'Ilrft~~~')i:~~~I!"~'fl>:)l}-3~,:~'lij::) ~JJ~~~~lf~k'\l~~t"i.-."tr.A:~~_!,,,,~'i,.';~f{,'~,,,,,"~~,i.~~~~~,;::iTh~r~~~ig:;;~tet._ 50th Bay Block Time % g"""'B""'BI "'k'Tl....'...r"..""......,..,' '......'~,.. ".. . E;~';" .~y:.><;99...,,"".!!l!l~~~~iE::',::~~(V~:~o:.~~t, ~N'; ,,< ':'. Queuing Penalty (veh) t- <,' f"- ~j(,i,it~~t'U~J.YJ;~f ~ ~ ~ ~,,~ ~~" ~ ~ _~~H_' ~ - ~~ ~ Area Type: Other cycle Length': 115" ' Actuated Cycle Length: '1 i 5 Offset: '58'(50'Y~);Referenced to phase 8:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated~Cocirdinated ' Maximum vie Ratio: i .02 InterseCtion Signal Delay: 32.5 Intersection LOS: C , Intersection Capacity Utilization 72.4% ICU Level of Service C _ Volume exceeds capacity, queue is theoretically infinite. Queue'shown is maximum after tWo cycles. II 95th percentile volume exceedscil.pacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: ....,... .6 8/27/2003 P:\0405\96002\wooL95 to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 2 " Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 6: Woolbright Rd & 1-95 NB Ramps /_. .-,~ t I'\.l J!Iii~fj)~I;SJ.lRI;1:Sj~t:lRlI!IWl;S~.I:lJiIIIIIiY'lJjt.IBN6~6_~ Lane Configurations '\ tt tt" '\'\ ., Ideal~low(vphp'I); 1900.1900 ,1900 1900'.:1900 1900 ,1900,1900,1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 LeadiiigD~\eclor~(ftLf;::~?0';;50.'; ".;5050 '50 ,"50 Trailing Detector (ft) 0 0 0 0 0 0 Turning Speed (mph) ';" 15 9 15 ' ,9 15 9 ,15 ' 9 Lane Uti I. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 frG:;:~:"'~:::':';;'~ . . ..n 0.850 "O:8~ Fit Protected 0.950 !>lltd:fi2,v((prtit) ;;~:;.,1~~mO;.:3.539, ',,' 0, <0,\3539,15133 Fit Permitted 0.950 l:!atd:'<:fowrneifily,,&;~'\':1770 "".'3539' :,~.: 0 ' t>:!u. ,.,..',\'."...,\p~~,.~IJ'';'_AA'':)i-;M;~!L..,...,-~,~., < < . "'v> Right Turn on Red Yes Yes Yes Yes Sa~d/aQw:R~OB)'~~~~4~~~~/;?f;:1~~1r}~')';: '~ t" 'i/f;,'~:~~,~]:!~r~.,..;:i'489",:~.:;:t\~1:~: <:..:::~;:~~;2t~l~~~b~,!~~:w~\~~~:, 'hn....n...>_!"\,~.'.~>,.._.,'~~g_~,lM,,'h..."'~1' ..., . ...'Hn,.W"'....~ ,;:'1.,. ..~>'... !l..'. _" dt!!n...~h~~1.~'liElJ<..,~ Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "I"' k-.S...~;:;;..("....h)'- .rlliJ/......%,-".'....-'4Q' ,.., '.......,')l."'.. "0 . '.';' .. "30 ..'..,...._,.5'l~~.1\!"ii!~3'O""lI~..'"'" ~n :,J)J~~, Q1p, ..i:~;:i;~~a)~~}~;;::;/~i.;ft," ;.:::>~~:' < <'J!,:;:2i~:::i", ,,' ,~': ..;,li:6~i~~;;r:t:'~;'~~~._.;;~:$tr; Link Distance (ft) 630 2400 1184 896 ,r,r,;.,;;;rrn;;,,';;"'.'i'l1ff,"li,,~_.-.r'!l~"n'"7~;S;'''' ,'.,. '. ',.,w"\i""".iln1:,."."",.,'c,,... ...''','..'' ~" "'2' 6.'...,.E,m;_'~:0~"'.. ~~~~.~,}(~J,~&::~;,\::~~~~~~~~;:;~;:~~i;~~~~_.t~l~ ~~ Volume (vph) 385 1350 0 0 816 465 211 0 289 0 0 0 .'95fil!!(O:95 :,::;,''''b'b't:1IIlIro/\~~:9s:;.",;tl:95J'.':':"(j:"9 1:9"5 _,~~._,,_. ."'".....',~.:t~~~.,,.,,~., ..<>S!M.>J:'w,....... Adj. Flow (vph) 405 1421 0 0 859 489 222 0 304 0 0 0 ~~r2Qp:r=[~w.l~I:~4ll?:'!;~1't2f ,.' " 0 ' ," ':'{:(r:?'t:859'~~4,S9':;~222" ,',:::Q::'~J1Foili.tl~J1m'O Tum Type Split Perm custom custom RtO!~,E~C;C~n~es~1!i,.t~~~f(f:~fAr~:~~'~?,~'.4< ,\ , " :::<8:"" . > ,. "t7~r~l:?<~~~~~~::~~S~~F::~r\ Permitted Phases 8 2 2 Detector.Phases";,., ,,4 ,A 88 ' '2,;:.2,'... MinimUlTdnitial (8) 4.0 4.0 4.0 4.0 4.0 .. 4.0 MininiuniSplit(s) 20.0 , : 20.0 20,0 20.0 20.020.0 Total Split (s) 58.0 58.0 0.0 0.0 41,0 41.0 16.0 0.0 16.0 0.0 0.0 0.0 TotaISplit(%) , "50% 50% 0% 0%' 36% 36%' 14% 0% '14%:0%''''0% 0% Maximum Green (s) 54.0 54,0 37.0 37.0 12.0 12.0 Yellow Time (s)' 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0,5 Lead!Lag, ,,',' Lead-Lag O'ptimize? Vehicle Extension(s) , Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effcl Green (s) Actuated g/C Ratio v/c Ratio Uniform Delay, d1, Delay LOS ; , Approach Delay' Approac}l t;..Os. ;t':~' 90th %i1e Green (s) 3.0 Coord 5.0 11.0 o 58.2 0.51 0.45 18.2 5.2 A 54.0 ,3.0 Coord 5.0 11.0 o 58.2 0.51 0.79 23.5 9.3 A 8.4 A 54.0 3.0 None 5,0 11.0 o 33.6 0.29 0.83 38.0 37.8 ,0 25.1 ":'C: 37.0 3.0 None 5.0 11,0 o 33,6 0.29 0.60 0.0 2.8 A 3.0 Min 5.0 11.0 o 11.2 0.10 0.66 50.0 50.1 D 12.0 ./ 1900 " ,1900, ' 1900 4.0 4.0 4.0 '.:":'" : ~ ,.' , 3.0 Min 5.0 11.0 o 11.2 0.10 0.71 0.0 5,8 ;',....A 24.5 C' 12.0 37.0 8/27/2003 P:\0405\96002\wool_95 to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 3 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 6: Woolbright Rd & 1-95 NB Ramps ..J- - ,. .f - "-.. '\ t I" ~ + ..I '" ~~J!.3:ltE:.. _j:'\EiJi:.;J1W:.l.!LJ11I,WL~_ :$i.?j!" ~""':. 67.1 67.1 Max.. o Max " Male:' ' , 37.0 37.0 12.0 ,'"Max;,!!;MaX!J;,:Jv1ax3'J ,,"; 35.3 35.3 12.0 -!*Gap',:c:"Gap !,Max,";,," 31,8 31.8 11.2 Gap Gap Gap, 26.8 26.8 9.1 "Max",'" " 12.0 ';.ljM~;:'::!ii~+!1f ... .,' 12.0 \.:, Max ;' -::> ,,' 11.2 Gap , ' 9.1 90th ,-oile rerm Code':, Coord Coold" " . 70th %HeGreen (s) , 54.0 54,0 7Oth,~i1!l;r errii.pO<l!l:!=:;PQQr~:: Cq?[d:: 'i';;, 50th %i1e Green (s) 55.7 55.7 56111 ,%i1e Terrii'CodeJ'~:CoOrd. COora ,. 30th %ileGreen (s) '60:0' 60.0 Area Type: Other cyCle'length: 115', ':J'! . , , '0' Actuaied Cycle Length: '115 Offset:21 :(18%), Referenced to-phase 4:EBTL,Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0,83 InterseclionSignal Delay: 16.8 . ' 'Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service B m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases! 6: Woolbright Rd & 1-95 NB Ramps ~yf .2 I~ .4 J~ .s 8/27/2003 P:\0405\96002\wool_95 to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 4 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 9: Woolbright Rd & Seacrest Blvd .J- _" .f"- ''\ t,... \.l./ m~~~~~l!IlI!Y~lIIwB~~~~l:S~ Lane Configurations '\ tto '\ tto '\'\ tto '\ tto Ideal Flow (vphpl) ',1,9001900 1900 1900,'1900'1900 1900':19001900' 1900".1900' :1900 Totai [ostTime (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 . 4.0 ,.'.. ,(0 4.0 Leadirig~D~tector,(ft) ~::' 50,' ,', ,50 50 >, "50 5050' ',50 :'50 ' Trailing Detector (ft) 0 0 0 0 0 0 0 0 Tuming Speed (mph) 15 9 159 15 9 '15 9 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 0.95 0.95 1.00 0.95 0.95 Frt::':. ",0.933:,0,990 ,', '0.974 ,," , , 0.975 ' Fit Protected 0.950 0.950 0.950 0.950 ~at<f::A.l)w(prot) , .~;::.1770 3302" 0 )77o.:,:,35O~i' . 0 34333447. '> ,0 ;:,1770.:3451:,'; ,0 Fit Permitted " t):266 0.071 0.950 0.271 Sai(!;IBov/(petlll) , ,:.~i:~49!i::'~02: :' O,:':f32j'j';35o.4:;::::,'}Oj :~33 f:344~;':::': ,,07:'505t.3451~,::.;; 0 Right Turn on Red Yes Yes Yes Yes ~at<;r~~~Y((~IQfi) ;: \:::{:~~~~\~lJr~~:i~".~l\ :;{~~ :~ :;::;. ;~ ;:'.: X~:\'~.f;~;tl~~:~.~(~;:1:~~::::'] '!~:;:::;~:~~,~; ^'~,t t5 ~:;,1i;i;:i':,,;~;~;<~.:~{~;.~'~~;~it:;;~1.~,;j~iS~~r Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 lJf!I(Sileed{ifijlh), 'i']::;::; ::~7h~':'::: ',' " .' " '".::'fi'1~O:- ' ",:::,30 ::':;:~;JiJFi[~9;S:'::':r Link Distance (ft) 2400 832 1344 1024 ~'flI'i;!;''rie'""f's\~;;;''!.:ii~\''_:>llif~f\9' ".."....,..." ,': ,",,:'::;'\!p.<},1"'2:!;,ia';;;'''':'';i!;!a;lt,lii''30" '5'^,'~'lf.";~!l1~i\l>!\l!'-""1':iT<i',';;;'<E" ~~\:,I..':1;;!.dV~,~~~n~r><-,d;-;"~4'<W"":"':"'';:~:'':'.hi~~;:r,~.~~;,.:L~;-w~ ~....!_,~,;$ikJ,;'::~~~~~K: Volume (vph) 75 645 520 101 575 43 440 377 81 91 555 111 ~.aClo~:g5".iti1!lK'lj5'<ll\1tO:957!J'O:9'5'lW1!!n:9!:!,,"![ib"O'5~1i9!ll[n:'9"5"li!l1'i'i:95;mm'l>~:95 k~t..,,.....,,.~4~~~.,,._~,,-,,~~,. >:}<>~...,,,:~,-,,,,,~,.:.f',,,,,,& ~-"~ ~.. Adj. Flow (vph) 79679547106605 45463397 85 96584117 ~1f"tiUP:l=low '(vph)~r:;it79ri~226 . · ',0 '1 06,~:'~>65Cl';;;:;,i~~~f 'H:'f~:::t '482".'q~~~T~~611'!!:OJi?i~~O T~T.!ype _",' 'p1T1::pt pm+pt, ." ' ' P,r,ot.,. ," .p~~pt_. ,'. ...,'.. protected Phases ..,'.",..,'.',7. 4 3 ,"','"'8, '.. ','5'" 2 :.." ""::"::"1 ~,", '"'6" ",' perriiTiied 'Phases' 4 8' '," , ", ",'. '" 6 . '" ' , Oetecio(PhaSes ' .,", ,7 ',4 3 8 ' 52 <; ;1'.:; , 6 Miliimum initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4:0 . " 4.0 MinjmY!II$plit(s) 8.0 20.0 8.0,20,08.0 20.0 ,8.0 20.0 Total Split (s) 25.0 60.0 0.0 25.0 60.0 0.0 30.0 40.0 0.0 30.0 40.0 0.0 TotaI'Split(%) 16% '39% 0% 16% 39% 0% 19% 26% 0% 19%, 26% 0% Maximum Green (5) 21.0 56.0 21.0 56.0 26.0 36.0 26.0 36.0 Yellow.Time (5) 3.5 ,3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0,5 0.5 0.5 0.5 0.5 LeadlLag Lead ,Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0' 3.0 3.0 3.0 3:0 3,0 ' 3.0 3.0 Recall Mode None None None None None Max None Max Walk Time(s) 5.0 5.0 5,0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11,0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 60.1 51,5 64.1 55.4 22.4 49.1 46,2 36.3 Actuated g/C Ratio 0.43 0.38 0.47 0.41 0.16 0.36 0.34 0.27 v/c Ratio 0,27 0.92 0,57 0.46 0.82 0.39 0.37 0.75 Uniform Delay, d1 19,3 35.2 19.4 29.8 55.7 31.9" 22,7 45,5 Delay 19.8 40,0 24.0 30.5 56.2 33.3 24.4 48.3 LOS B D C C' E C 'C 0 Approach Delay 38.7 29,6 44.5 45.4 Approach LOS .. D' 'C" i p'..' . 0 90th%ileGreen(s) 11.656,0 15.159.5 26.048.4 13,636.0 8/27/2003 P:\0405\96002\wooL95 to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 5 Bethesda Memorial Hospital AM Peak Hour Lanes, Volumes, Timings 9: Woolbright Rd & Seacrest Blvd --" - ..... ./ t'" - , '\ ,-. ~""~h~""'~' .a:,u: J.3:l.ii~~ ~." 1EJ.:l.b,'dil:1L_,~. .~,L ~L;~ 90th %ile,Term Code Gap;J Max 70th %ile Green (s) 10.0 56.0 7Oth%i1e'Teim Code '. "Gap ,': Max 50th okile'Green (s) 8.8 56.0 5Otti%iIE(Term Code ';Gap 'h~ Max 30th %ile Green (s) 7.7 51,0 30th %i1e Term Code ,Gap Gap , ' 10th %i1e Green (s) 0.0 38.9 ~Oth %i1eTerm Code Skip' Gap Stops (vph) 40 976 !iU~IJ:I~ii9.(gaQ,.:: ';;.:;Zg;'.~;i2:X:f,it;~ CO Emisions (glhr) 134 2659 NQj(Effii~!Qii:s (gJlir)\:;'~\;:::~2f:i ;~;:\~17;i:,' , VaG Emisions (gliir) 31 '616 DilemmaN:'ehicleif(IIr:":::;:;'::;'O;,,~:'+41.:' , '" Queue'Length'SOth (!if"s8" '501 ' haeull'l16rli\if{S5tti"(ft)"'i"~"JI'0 't"'#684 ,",:, , ~,. """"*~~'<""<~"""~'" .'W'~'__b,'~'~""", ,<,,,...,,. Internal Link Dist (ft) 2320 l:Ml."lt~l'l'!Im~"Tt",~,:>'t.I.:\"''''':;:;';_..'!!lt.~- ' ~~JmeAI!J,r:~!&j~~r~i~k(~"'i';; . 95th Up Brock fue (%)- . , ....' ,. " ml'lm~;:;t-ff)l~i1Ril'~~~~'l',);~i:,ii;W,,"'i";' " ,,_j>__....~~~~~'-~\I_, ._,"!l,. ,,~,!;!'h ,'~~:~"t ", '..1l_ ," . 50th Bay Block Time % 95th 'B' -BI kTi ' '* ,......."fi,Y. ()C .;,rT!9 .", Queuing Penalty (veh) t '. ~ Hold " . Max 'Hold' ",;., ''',Gap' MaxR', 57.9 26.0 50.6 11.4 36.0 ,Hold" "',Max.,Hold>',':-:" ::,Gap,MaxR' 57.3 24.5 50.6 9.9 36.0 " Hold . Gap, Hold:,', :::.:',,'Gap MaxR 51.9 21.0 48,6 8.4 36.0 Hold Gap ,Hold, ,,' " ',," Gap., MaxR 49.5 15.6 45.3 6.3 36.0 Hold 'Gap ':!:lold:;' ' :Gap MaxR 433 411 323 61 586 ''''12' ",; :'~.2 ::!~110::: ,':;;;,2, i;) 1,5, 809 833 677 106 1056 "157/. " ~62.: tt32 ";.':.:;21 :.:,205 188 193 157 25 245 ':,21' ,::0,::;r~:(}:>::,::".O:,'i::~:9~ '.' 228 214 170 51 316 ,~298: ","288,;:?;1~1 ' ';:;.;",9.3 iiil~Jp; 752 '" 1264 944 :': :~r:~:J:~~~1~~ID;5~;~~{~~~~~1ii~~rg~~~~~~. Gap 11.9 Gap 10.1 Gap 8.6 Gap 6.6 Gap 56 .'2 113 ::22 26 ',0" 52 107 "" .....,... "",' "fii.:"...-m ',_"""'-"~"" '"iIIli;!!,,"_'l!~""'''''''' <:;::/J~~!~~;iJ;;i~[}>,~i~:','~~~~~i1\,:',~.:;~::;'~;~~;}~~::~~~~~~~~t:~:;~ <..-.,. ,I'," " '~'. Area Type: Other cycle Length: 155 , ' Actuated Cycle Length: 136.7 NaturaICycle:80," " . Control Type: Actuated-Uncoordinated Maximum vIe Ratio: 0.92 Intersection Signal Delay: 39.8 Intersection LOS: D Intersection CapacitY Utilizati.on 88.6% ICU Level of Service D 90th %i1e Actuated Cycle: 149.1 7Oth%i1e Actuated Cycle: 145.9 50th %ile Actuated Cycle: 142.6 30th %i1e Actuated Cycle: 132,6 10th %i1e Actuated Cycle: 113.1 II 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: '. .1 8/27/2003 P:\0405\96002\wooL95 to sea_am.sy6 kimleylvl7-ff51 Synchro 5 Report Page 6 Woolbright Road, 1-95 to Seacrest Blvd PM Peak Hour Synchro Analysis Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 3: Woolbright West & 1-95 SB Ramps .J- -l-.f"- ''\ t I" \. + Vane~fOUP~~l:$~I1I111Wl:$l!\!l!flVVtll~J;t~tlCllllNl:>.lIIIIlI\Itl~tl~tl~1j Lane Configurations tt., , tt "., Ideal Flow (vphpl) ',1900 1900 1900 1900 1900J9001900:;19oo 19001900.;.1900 .1900 Total Lost Time (s) , 4.0 4.0' 4.0 4.0' 4.0 4.0 4.0 4.0 4.0 4,0' 4.0 4.0 Leading Detector (ft) ". 50 :. 50.' . 50 '50 . ' ',50, .": '. ;;.:'50 Trailing Detector (ft) 0 0 0 0 0 0 Turning Speed (mph) 15 ,9 ,15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.97 0.91 1.00 Frt ",0.850,' .. ' , '.0.850 Fit Protected 0.950 0.950 Sald.;F:low(prot) .' " .:: .::.:. 0.:;" 3539..};~~ !L:H70:::3539 ," '0' ,0, 0 0:34;33:;;!:{:,O,:,'::1583 Fit Permitted 0.950 0.950 Satd.'Flo;W(perm) ::;<;~()l3539l;~583)~t770:3539." ,0 ,.;, O' :"O,:O"M33;'':;t,:()...:t~ Right Turn on Red Yes Yes Yes Yes Satd.~flow<(RTORr"'::';~:;~"~~;~~{N~:>'f:~,~h~H~~:90'~~l:i;F~;,< ,:.'~~";,,; , " , ':,~~:,~;:~":' > , " t:;::~? :r\;;::J;j~,::.:~~~~!~J~~-r~94 HeadwayFactor ' '. Too "'1.60'"~foo~'~:roil 1.00 1.00' '1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) . , '.,;.'C'.':.::u.'40:.,c,;,'""~,:,,'~,!,','~,',::i,J,,r.;;,.,.;.,:...';.:,';,:.40',"." ',' ,30 ' ''ll'30, ... ., '" '.:~:, , " " ,};:<~~:.~-::~::~' , ::1:':"':;' :' ;:;:~;:;:~:~~~:' , J~:H1:Yii?, Li~k_l)isla~ce(ft) '" ", . 2604.. .., _630 , .' ,.. 1184 . , . ,.. .B~6., ,. . it; '''iT'' '( ),..... .'..'.;.."";.;~~.rA,'A-'.'~"."'rl.""'.~r07..' ......,.'.. ,.....".'26'9' '.., -. ,.r.""'~~'O'","j""t-\-:''''' !u.~Y~)~~~~ s &.a.:~ ~~~;;~~F:.~.,Tl"\ .~'~~ ';"~R::~ ~~:U~~::~ :;~~'-4..3.4~i~;jA:li&~~:~1:;(.rii:l!- <."L,,~ ;., ';j,I;;*l~~~.-!~:?< Volume (vph) 0 1011 215 333 1241 0 0 0 0 425 0 374 ~~11~~!1!Qr;:iit#.;fs:t'Q;~~~~~~~1I.~'~;~.5"_.~~0~}l~)1~~;1.'j,q;~s:~~~~:S'~'ll.5 Adj. Flow (vph) 0 1064 226 351 1306 0 0 0 0 447 0 394 "';:-' '''''.~''FI'' ,'.' ( h) ",,,""0"""1064' ';1:l-"6 '. ""'351' ""1'306' ".."." "OT, , '''''0 '....0. '.. 'O,"."'..,.A7",""""vO"~"'94 ~.I.~.~rO,up, .OW vp ,',f,', :~" ",}i,in~ ~,:J; , ~<~ . .,":f { ':':.. .,:~, "-: ,;':., ',"'..:~ ':::.f:-1'-:-?~-:"pl~"~~ Turn Type Perm Split custom custom f'rolE!clej:!,.Ptiases " ,';:4',;r'::::;::";:"'8 "; "8 ,',' . " Permitted Phases 4 Deteetor;phases " 4 ,'..4 Minimum initial (s) 4.0 4.0 Minimum Splil (s) 20.0 20.0, ' Total Split (s) 0.0 45.0 45.0 TotarSplit (%) 0% ' 36%' 36% Maximum Green (s) 41.0 41.0 Yellow Time (s)' 3.5 ' ' 3.5 All-Red Time (s) 0.5 0.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated glC Ratio vie Ratio Uniform Delay, d1 Delay LOS Approach Delay Approach LOS ' 90th %i1e Green (s) 3.0 None 5.0 11.0 o 40.2 0.32 0.93 41.1 46.5 D 39.5 D 41.0 3.0 None 5.0 11.0 o 40.2 0.32 0,35 4.7 6.8 A 41.0 8: 4.0 20.0 57.0 46% 53.0 ',3.5 0.5 3.0 None 5.0 11.0 o 53.0 0.42 0.47 25.9 23.9 C 53.0 8 ' 4.0 20.0 57.0 46% 53.0 3.5 0.5 6 ,,6. ' 4.0 19.0 0.0 23.0 0% 18% 19.0 3.5 0.5 .; 6 ':6 4,0 . ,'19.0 0.0 23.0 0% ' ' 18% 19.0 3.5 0.5 3.0 Coord 5.0 11.0 o 19,8 0.16 0.68 0.0 4.9 A 32,9 C 19,0 8/27/2003 P:\0405\96002\wooL95 to sea_pm.sy6 kimleylvl7-ff51 0.0 0% 0.0 0% 0.0 0% 3.0 None 5.0 11.0 o 53.0 0.42 0.87 32.9 26.8 C 26.2 ::;, C' 53.0 3.0 Coord 5.0 11.0 o 19.8 0.16 0.82 50.9 57.6 E 19.0 Synchro 5 Report Page 1 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 3: Woolbright West & 1-95 SB Ramps ...J. -l-"- ,~ t!' \.!./ ~l;lClJli1l'l~~.!IIIIIb.I;!.~ 9Oth:l;'oileTerm,Code. '... Max ':'Max .:MaxMax'" " Coord,' Coord 70th %ileGreen (s) 41.041.053.053.0 19.0 19.0 70th ~i1e TemrCode . ,:", .~,; " Max'::"Max ,Max Max' .:" Coord, ' .:<Coord 50th %ile'Green (s) , . 41.0 '''41.0 53.0 53.0 19.0 19.0 50th %i1e'Terili'Code ,...:Max ::Max Max:' Max Coord:Coord 30th%ileGreen(s) 41.041.053,053.0 19.0 19.0 30th .%i1e Term Code ' Max Max, Max Max Coord Coord 10th %ile Green (s) ..: 37.0 37.0 53.0 53.0 23.0 23.0 !1Oth.%i1~1errn Code' .'. '. Gap . Gap Max Max Coord 'Coord Stops (vph) 962 36 136 750 410 40 [q~J:-;Q~~(9~>>i1iI"};~1~;~j;~ilii~j~f~~~i1z~~L~lfr~{;;j4~::Y':}i)fqh{f1::~iI;~{njt~1~::@::ld:,;, ~, ... CO Emisions (g/hr) 2578 311 306 1360 ~Ox.:~'ii]r~lo.fl'l1;X9l!:1r) '~:;.~~~~r,~~.}i!~5.02i~':.:;Ji:61.'::.60 '~:;'2E?~ .:. ,. VOC Emisions (g/hr) 597 72 71 315 Ril~ij\rnlPL~tii9!esl{1!l:~;"~\~~b~';;;.!3.9rt;J:.0 ,,"0;; : 7.3 { ., " . ", Queue Length 50th (ft) 434 20 117 228 !l\!ii!e.:tliig!fj~E.l.li:lf.tt~~~1I.56$~~l:81_.m169:::;,386~:;"'s:; '.',. ::. ;::....,,~ ' ijtg68~i:i:~~~;i97 Internal Link Dist (ft) 2524 550 1104 816 1:/'\lh"9"r:!I>l~~~.J.:\_!!Jll!:~""':~""':":':', ,.."f"'#l!tAilli"..ili.".\f.,.."-X.'"".T.....U,"-c,'.,..,:;;_1'!.'.., ~,,'!V~~~~:~:!;1:1;:~;,;\;,;'+:;',t';;::Bpe;\0:4i'JHC~k',"i:tt'i:!t~imXl#'~~Ie!'!l::f,i-~";~,;;;;;;!!)t'i';:ji*',;;;/;~;~~:fi' 95th Up Block Time (%) - . n... ... ....., 1 0/0" .~,. .- ...-......... " 50th Bay Block Time % 23.t~13.~X2B[<&~mm:e;%J'~:;: ;.';' , ,'.' '" Queuing Penalty (veh) Area Type: Other Cyclll Length: 125 '. Actuated Cycle Length: 125 Offset: 1.2~ (98%),'Referenced to phase 6:SBL, Start of Green Natural Cycle: 90 ControlType: Actuated-COordinated Maximum v/c Ratio: 0.93 Intersection. Signal Delay: 32.2 Intersection LOS: C Intersection Capacity Utilization 71.6% ICU Level of Service C # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: ~\"" .s 8/27/2003 P:\0405\96002\wooL95 to sea_pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 2 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 6: Woolbright Rd & 1-95 NB Ramps ..J- _ "'). of - "-...... t /'" \. + .I ~1:tl~~1IIIIIIE6KIIWI:S~I:S,I.-w:I:lI;i~lj"'l:S~ Lane Configurations "i tt tt 7' "i"i 7' Ideal Flow (vphpl) 1900' 1900 1900 1900 1900 1900 ,,1900 ,19001900,1900 19001900 Total Lost"Time (5) 4.0 4.0 4,0 4.0 4.0 4.0' 4.0 4.0 4.0 4.0 4.0 4.0 Leading Qelector(ft) 50, ',,50" "5050 ",50 ' '50 Trailing Detector (ft) 0 0 0 0 0 0 Turning Speed (mph) 15 9 159 ' 15 9 15 9 Lane Uti I. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.91 1.00 1.00 1.00 1.00 Frt', '0.850 ' 0.850 Fit Protected 0.950 0.950 Sati:tAow,:<prot) ,1770 3539", 0 0,35391583 ,,3433 0, 1583 Fit Permitted 0.950 0.950 Satd:'Aow.:(pElrm)' ',171Q,' ,3539, " i 0 ' 0 " 35391583 "i,3433 ',', ii, 0,,1583 " . 0", ,0 ',' ' Right Turn on Red Yes Yes Yes Sald'Adw~(RTOR)' ,i ,:i ,ii""'}': A3O,;:;::,>~t~d ,<,;'341'" ,,'. He'iid~~Y Factor" 'foo '-1.00 1.00 1.00 1.00 "1.60' ''fciO'1.00 '1.00 1.00 1.00 1.00 LlnKSp~Jrijpti). ',' '''';,';40., '40 '" ,.30', "'~O:; , Link Distance (ft) 630 2400 1184 896 tIt~11ADil~)~~t';;~;~~~!}~i1$1~?~~:l~ii.: ."";~, , ';: ,.;' ~>:; .'~,;;,":,@;9u J :,~~L~{?~i:f~:"~~'~~~':;;~~1;g~:;' ':: ':~:i-~:;~ :.~:~;~~Q~,!;; ~J~~: ' Volume (vph) 515 1026 0 0 1126 643 461 0 324 0 0 0 1)~"'=-~^'l'lC:~!GG""""''"''^'95 """0 9 '.:c:n-"'95 """0""'5:~"'i:'J!!1!;n95'''j!:\'''''^S ."'...."'5""'"'^...S'W.'I^....S ~"'J:ULe~!Q!J.~~;.~~!".>-'~~~itl~~.,... ~~:8.' ... .5,.::..F~~>, ,.\~wJ',;~.:.a!!~;!!-'~.~ <_ :.~~~~ <;(~;~~5' ":~:h~d:.~%1~...=..~ Adj. Flow (vph) 542 1080 0 0 1185 6n 485 0 341 0 0 0 OiJ\..e'G.1PllP};'lovv(1iphr:;~542;'i;l~b80' ,';0 "0 1i85~6Z1"i:~4a~y:' ", .0',1341 '\0 ;c"":.O:~;O Turn Type Split Protcustom custom ~rQ~ecteq~~aS:es;;4';:4 8[8."'; ..' Permitted Phases 2 2 Detecior P,hases ,4" 4 8 82 2 Minlmumlriitial (s) 4.0 4.0 4.0 4.0 4.0 4.0 MinimuinSplit (s) 20.0 20.0 20.0 20.0' 14.0 , 14.0 Total Split (s) 49.0 49.0 0.0 0.0 53.0 53,0 23.0 0.0 23.0 0,0 0.0 0.0 Total Split'(%) . .. 39% 39% 0% 0% 42% 42% 18% 0% 18% 0% 0% 0% Maximum Green (s) 45.0 45.0 49.0 49.0 19.0 19,0 YeUowTime (s) , 3.5', ,3.5 3.5 3.5 3,5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 LeadlLa:g'.: ' Lead-Lag Optimize? Vehicle Extension (5) Recall Mode Walk Time (5) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Uniform Delay, d1 Delay LOS Approach Delay Approach LOS 90th %i1e Green (5) 3.0 None 5.0 11.0 o 45.0 0.36 0,85 36,9 12.2 B 45.0 ,3.0 None 5.0 11,0 o 45.0 0.36 0.85 36.8 11.2 B 11.5 B 45,0 3.0 None 5.0 11.0 o 47.2 0.38 0,89 36.4 37.4 D 28.1 C 49.0 3.0 None 5.0 11.0 o 47.2 0,38 0.78 11,2 11.8 B 3.0 Coord 5.0 11,0 o 20.8 0.17 0,85 50.6 65.4 E ,0 o o 49.0 19.0 o Yes , ~.'" " ::: 3.0 Coord 5.0 11.0 o 20,8 0.17 0,62 0.0 5.2 A 40.6 D 19.0 8/27/2003 P:\0405\96002\wooL95 to sea_pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 3 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 6: Woolbright Rd & 1-95 NB Ramps /-...... .f"-'..... t ~ "-!..I ~t:S~t:S~t:SUlllllWI:lJ8VY~~I::S.~~ 90th %ile Term Code Max" Max Max Max Coord Coord " 70th %ile Green (s) 45.0 45.0 49.0 49.0 19.0 19.0 70th %ile'Terrri Code ',Max c' MaX ,Max 'Max Coord, Coord 50th %i1e Greer, (s) 45.0 45.0 49.0 49.0 19.0 19.0 5Otfi%ile Term Code Max' " Max Max ,Max Coord" Coord 30th %i1e Green (s) 45.0 45,0 47,7 47.7 20.3 20.3 30th %i1eTerm Code Max Max Gap Gap Coord Coord 10th %ile Green (s) 45,045.0 41.341.326.7 26.7 10th D(oile Term Code Max .Max Stops (vph) 291 573 Fuel:V~e9.{galr;~';i' &,,:~: i":,f~~2, . CO Emisions (g/hr) 443 863 t'!Oji;[Fm,lsl()llsJ9/I:1{) :,;'~:!:l.EU~:il~~;68.<. VOC Emisions (g/hr) 103 200 p'il~(iJ~~~l1j<;les (#) )4;~:i'"i!',;p;;:ir~I\5~;~ , ., Queue Length 50th (ft) 164 172 Queu(\'1':eil' ' ~5t1i' ft):;,"m299 ''''''85;, "', ' ..-,..-.-.,.,.,;"_""~~"",..t9!ti'-'''''~'-;'"';'':''F':('-:;',,,,,~__,,,,,~",;,."""",,,--.)-.",,.I,,~,,;~,,,,,,,"';cn'..:':"~"'"':''''''''' 0 Internal Link Dist (ft) 550 eg__cdlnmii~l~~'I;iE{i:;t~[t+ ...., ;",MEi:i'i;::~}~Jfrl~~I?J'f~~;;jl~.iNi~t~~lj[~~:ff;~~1 95th Up Block Time (%) ...... , '" 50th Bay Block Time % ~51l1:c13~l;'!:lr\&'K[lli1El :roO';' : ,':' ' Queuing Penalty (veh) ;, 502 ";';;196 -','I7S::;':;"0 . ,. 598 "234 '210 - . :1g':,:,~3~::',m;fj~~ffi:Q~t:';:.':~t~~fuQm';~:;it;E:..::,'~;'''~r 455 179 202 :'(rt~~.....,i!~tJ~~d:,:.-,i:ij;L~;;,;Iin:~~t;:'3;~P":~:'{:: 57 ':';~~ffiTQ,~~tt~1kN~t;,;~}[~i;tE..:~~ttj;j~:':'i\;;' o Area Type: Other Cycle Length: 125 ' Actuated Cycle Length: 125 Offset: O{O%), Referenced to phase 2:NBL, Start of Green Natural Cycle: 90 Control Type:'Actuated-Coordinated Maximum v/c' Ratio: 0.89 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 86,6% ICU Level of Service D # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles, m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Woolbright Rd & 1-95 NB Ramps l~f .2 14 .4 ~.' ~ .-. t~ .8 .!'\.~ 8/27/2003 P:\0405\96002\wooL95 to sea_pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 4 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 9: Woolbright Rd & Seacrest Blvd ..J- _ " .f - '- '" t I'" \. ~ ~c~tr.-.::tll;(awtll8l/V!:SJ.lIIiWtl~Ij~,tlJ_C~Ij~ Lane Configurations 'tf> 'tf> "tf> 'tf> Ideal Flqy(vphpl) ,1900 1900 1900 1900 1900 1900 1900" 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 LiladingQeWctqr' (ftr' 50 50 50 50 50 "50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 0,95 1.00 0.95 0.95 0,97 0.95 0.95 1.00 0.95 0.95 Frt _:c. '.~'F": ,0.9450.986 ' 0.975 '. 0.970 Fit Protected 0.950 0.950 0.950 0.950 S~td;~FIQ\.'I,;(prcit) ,'\1770 ,,3345;:, 0 1770 3490 0 '.3433 ,3451 0 :1770, 3433. 0 Fit Permitted '6.117 0.093 0.950 0.360 Sal<;l;'FI~Jperfu),:..' '211l:.:3M?{:.;:0 ,.1733490 0',3433 3451,0, '671,,?:4~ 0 Right Turn on Red Yes Yes Yes Yes ~,~ta.~~:r(arQ~)J{~::,~:~:~i'^;,::;,,~;:j;;,~;~~i~~:i4~~~~~~t:i;l~z::\J);,~~:}:;:' ~,/~~, ,:' . 8 ^:: ;'i::~:~~~5':<~1;;:f:~;1:~:~1! : ': Ft::::<', ,;;:~ ::t~,^E:>{~i;fF~~fur:i,:~:i'",;:;" Headway Factor 1.00 1.00 1.00 1.00 1.00 .00 1.00 1.00" 1.00 foo' 1 :00 '1.00 kjnI<;;Sp~il~flrlipl]);.<t; 40';::':'~:30' F., '" 'i:~;,\:~!~~0 "; , Link Distance (ft) 2715 1344 1024 lr'~VEU'jj"J'ri1~S\~J~rK;,~;~lfd;;'~:b~~Wl~~;~Ai\~O'~~i:~f!~~;f~~_:;~~rk;^;:;~"~~3 ' ';i2;;j;;:t,,';:~~~{~j";~~:~;$([5'{(}~~i?:;:' :;~'':,:' 'f::;~~i~;;:~~n23;B~~,;r:~,;::;", !Llllr'",,,,,",,~. :!!.t&t",,'J_ ,--.,1<<",. .~~",.",:t!<ffil";t,",~~=""",.'MIWO,,,...."0jij,,,, ,*~ ",' ... <, ,. :J<a'"' "." < "N"'.. , ,^< __4i;,"=_:-" ,"-.,.,." ~"'" -'_"',,""... .,.."'50'1",,,,,,,- '"',",,"'..-'. Volume (vph) 144 642 371 109 807 85 563 609 122 86 369 92 ~lT_;;''H;-'''''''';"$II!J!l?h''h5:~'''5_'''h''''\lI''O '95;~iIIl'I"'51J<l!.1\'^"'7Sh"h'''';;iJl'Jl'i''95-0'.95~~~'!lS ~~~~\2!a~}~d~",~~~g",,~~~,~~,~~i'L,,:-, i~',~,~r.~~~~:W;~i.~~~,.'''kWT",~,.:."".,j~E~:,;,_ Adj. Flow (vph) 152 676 391 115 849 89 593 641 128 91 388 97 j"'"'"'~"'ro'~-;;h 'ir'lo'w' "'(v p'h)' :~"152 ~;"106"7.' 1'-3:li'i'""'0 :'~"; :'1< 5 ,:,' 938 ,0 J "593 . ';:"'769 :;~,z;"'O ""'~91' '~,lii;;:'''S ";"'~ ..,""0 ~J~~, ",~,~'l;, .,<,,,', ""::"'>"~"" ,':r::' "", "i;t'''~l~;i,'t''~" ',";__,,;' ,l, "'~':''''" ',"'" ""J"'~"'''.' .'.., , ",':~:~,'>T:" ,",,:,"':,', ^;. 't:%~u./. L " Tum Type pm+pt pm+pt Prot pm+pt ~.f9ie<<;tEl{U'.f!ases .., 7,""; :3, 8 5 2 1, Permitted Phases 4 8 6 o.~tfictor ~l1ases 7" "~ ' 3 8 5 2 1 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Mi.IJirTJurn $p'lit (s) 8.0 20.0 8.0 20.0 8.0 20.0 8.0 Total Split (s) 21.0 63,0 0.0 18.0 60.0 0.0 40.0 61.0 0.0 13.0 Total Split (0/0) 14% 41% 0% 12% 39% 0% 26% 39% '0% 8% Maximum Green (s) 17.0 59.0 14.0 56.0 36,0 57.0 9.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0,5 Lead/Lag i, " Lead Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0. 3.0 ' 3.0 3.0 3.0 3.0 :3.0. Recall Mode None None None None None Max None Walk Time (s) 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11,0 11.0 Pedestrian Calls (#/hr) 0 0 0. Act Effct Green (s) 59.8 47,2 56.0 45,3 28.7 57.5 Actuated g/C Ratio 0.43 0.34 0.40 0.32 0.21 0.41 v/c Ratio 0.65 0.90 0,60 0,82 0.84 0.54 Uniform Delay, d1 23.7 AO,1 23.5 43.1 53.2 30.2 Delay 24,1 40.2 25.6 43.1 53.8 32.4 LOS C D COD C Approach Delay 38.2 41.2 41,7 Apfi~oach [OS ' , ;0 D D 90th %ile Green (s) 17,0 59.0 14.0 56.0 36.0 57.0 45.2 0.32 0.32 20.9, 24.4 C 9.0 " 6 ;;:;'" 4.0 20';0 " 34.0 22% 30.0 3.5 0.5 Lag Yes ~.o. Max 5.0 11.0 o 37.0 0.26 0.53 42.0 45.8 o 42.4 ,'0 30.0 .; 0.0 0% 8/27/2003 P:\0405\96002\wooL95 to sea_pm,sy6 kimleylvl7-ff51 Synch ro 5 Report Page 5 Bethesda Memorial Hospital PM Peak Hour Lanes, Volumes, Timings 9: Woolbright Rd & Seacrest Blvd ..f _...... ...- '..... t,.. \.l.' plmmP~~~l:lElavv~l]III)IVl:lI4llml~~ 90th %i1e Term Code Max ',Max Max Max Max 'MaxR Max MaxR 70th %ile Green (s) 14.5 55.4 12.3 53.2 34.3 57.0 9.0 3LY 70th %i1e Term Code Gap' 'Gap Gap "Hold Gap ~axR 'tylax c Hold 50th 'Ioile Green (s) 12.8 48.5 10.9 46.6 29.4 57.0 9.0 36.6 50th %i1e Term Code Gap" Gap Gap Hold Gap MaxR' Max Hold 30th %ile Green (s) 10.9 42.5 9.4 41.0 25.4 57.0 7.9 39.5 30th %i1e Term Code Gap Gap Gap Hold Gap MaxR Gap Hold 10th %ile Green (s) 8.4 33.1 7.2 31.9 19.8 57.0 6,2 43.4 10th, %i1e Term Code Gap Gap Gap 'Hold Gap ,MaXR, Gap Hold Stops (vph) 83 868 64 784 523 529 60 375 FueIUsed(gal} ,,:':::14 :'1:,33 CO Emisions (g/hr) "270' 2330 ' NQx::Enilsii?!;is;(gi(lr) ;~:::;'~P3:;":l;4$3 "' VOC Emisions (g/hr) 63 540 [)ll~mri1a.yElhjcIElS:(~} .{~t;:03;:~~34" Queue Length 50th (ft) 83 454 pa,e:Q~J;~9tQ:~5!!1::(ftr::::~.134 .:,jtp63 'ntemal Link Dist (ft) 2320 ~~LQ!!1(~1~~ffI,if;gii1f.u6~.::;'..':.~,';ir.'.!~1f,"'.'jfjit4m~::~i:i%]I~~~l,;i':::;~~i~Wi~~~1i~~~~It~!;lli;'2f~:lI~j[~]~~~l 95th Up Block Time (%) 50th Bay Block Time % 95Uf.13ay.BI9bk nme~d,',"l;:.;: Queuing PenaitY (veh)' . . 1/,;jrg.:H~;'illl4P4::'W::~::';t..; 52 517 "0,:;' 30' 62 412 ':;~203.i::;~0(l ':k;:>;'::~20i;~~'1,~7:;L 242 249 23 163 ;,:.;;..::<:)::,~,::]::t~~P;,':~NB~j~1T-',P' 272 276 ~;;N~:';:; ;;;';~t:!~;~;:':q~~~~t[Q;Z:~~;:,/;t 44 195 Area Type: Other Cyclelenglh: 155 Actuated Cycle Length: 139,7 NatUral Cycle: 75 . Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 40.7 Intersection 9apacity Utilization 81.6% 90th %ile Actuated Cycle: 155 70th %i1eActuated Cycle: 149.7' 50th %ile Actuated Cycle: 141.4 30th %i1e Actuated Cycle: 132.8 10th %ile Actuated Cycle: 119,5 Intersection LOS: D ICU Level of Service 0 8/27/2003 P:\0405\96002\wooL95 to sea_pm.sy6 kimleylvl7-ff51 Synchro 5 Report Page 6 Department of Engineering and Public Works PO. Box 21229 West Palm Beach, FL 33416-1229 (561) 684,4000 www.pbcgov.com . Palm Beach County Board of county Commissioners Karen T. Marcus, Chair Tony MasHaW. Vice Chairman Jeff Koons Warren H. Newell Mary McCarty Burt Aaronson Addie L. Greene County Administrator Robert Weisman MAn Equal Opportunity Affirmative Action Employer~ @ printed on recycled paper ill! o w ~ ~ <lII1 lUJ \ & 0fr-fd1T....r,.,..- r-r r J \ 'J ! nr"~~ t~' August 18, 2003 Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach 100 East Boynton Beach Blvd" Boynton Beach, FL 34425-0310 RE: Bethesda Memorial Hospital - Expansion TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic study (Received on July 13, 2000) for the project entitled; Bethesda Memorial Hospital. pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. The project is summarized as follows: Location: Municipality: Existing Uses: Proposed Uses: New Daily Trips: New PH Trips: Build-out Year: SW Quadrant of SW 23" AvenuelSeacrest Blvd. Intersection, Boynton Beach Hospital 56,277 SF Hospital Expansion 944 @ 5% Pass-by 84 AM, and 74 PM@ 5% Pass-by 2005 Based on our review, the Traffic Division has the following comments: . Provide information as why traffic related to the previously approved medical office expansions of, 32,835 SF, Phase 1, build-out 2000 and 88,442 SF, Phase 2, build-out 2001, for this site were not included in this analysis, . Provide full report of the HCS analysis for the intersection of Congress Avenue, and S,W, 23'" Avenue, illustrating all input data and factors, . Provide full Synchro report indicating input information for the Iinklareterial analysis conducted for both Golf Road123 rd Avenue and Woolbright Road. . Provision of SB exclusive right-turn lane at the project access driveway on Seacrest Boulevard, was a condition ofthe previous approval for phases 1 and 2 of medical office expansions for this site. Provide information on why the condition was not implemented, as well as more detailed information backing-up the claim of low southbound through traffic on this roadway, Based on the consultant's projections, AM peak hour volume of 847 is forecasted on the southbound direction, very close to LOS D directional Capacity, for a 2-lane road, ..... Page 2 If you have any questions regarding this determination, please contact me at 684-4030, Sincerely, OFFICE OF THE COUNTY ENGINEER /' ./'1/7. cc: Kimley-Horn & Associates Inc. File: General- TPS ~ Mun - Traffic Study Review F:\TRAFFIC\ma\Admin\Comments\030803.doc The City of Boynton Beach DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISON 100 E. Boynton Beach Boulevard P,O, 60x 310 Boynton Beach, Florida 33425-0310 TEL: 561-742-6260 FAX: 561-742-6259 www.boynton-beach.org August 7, 2003 Mr. Masoud Atefi MSCE, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.o. Box 21229 West Palm Beach, Florida 33416 Re:Traffic Study: Bethesda Memorial Hospital MSPM 03-008 Revised Dear Mr. Atefi: The enclosed revised traffic impact analysis, prepared by Kimley-Horn & Associates, Inc. dated July 25, 2003, was recently received by Planning and Zoning for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standards Ordinance, and provide Tim Large, Building Code Administrator and me with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, ..., /' /1./",'C Michael W, Rumpf Director of Planning and Zoning MWR!sc C:\DoaJrTEnts and 5ellings\coaleslMy Docurrents\Traffic letter to Palm BeacI1 County.doc O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS 2601 NORTH FEDERAL HIGHWAY DELRA Y BEACH, FLORIDA 33483 PHONE (561)276-4501 FAX (561) 276-2390 August 5, 2003 Re: Bethesda Memorial Hospital To Whom It May Concern: This letter is to certify that with the exception of the main entrance to Bethesda Memorial Hospital, there have been no significant changes to the property since the date of the last boundary survey. If you have any questions concerning this matter, please contact the undersigned. Sincerely, O'BRIEN, SUITER & O'BRIEN, INC. ~MAj/D Paul D. Engle Professional Surveyor & M pper No. 5708 PDE/cb FACSIMILE CITY OF BOYNTOi\J BEACH City Hall. West Wing 100 E. Boynton Beach Blvd, PO Box310 Boynton Beach, Fiorida 33425 (561) 742-6250 (--1) 7'- -2- ::)0 "-L-o::J9 Fax From the office of Planning & Zoning TO,. ~A-tZ-.I1 $;p/V Al""&- ED ~eS€ FAX. /- 402 - 3'-19 - /345 Fi=iOM: OATs. 1-Z<1-0,3 NUMBER OF PAGES: (induding cover) 3 Re::. ~- 'g;~.sP4- ~/ n}<- ~) ~ /S ~ P7t--t< WlE r:ks~ . -:z: WltL. f()U t7W - u I WI TJ.I- TJ.J-€"" LbtrJ-i2- l/GJ2-.5 (~ / AJ 77.?€ (JUH {..-. ,t/?J!1 cP ()~ 71 0'7ll::5 / J U-$ r cOi ut3 /I,(E" A- &-U. ~~./ 6 you receive this fax in error, or experience trouble with transmission, please notify our office -.,rnar4i-:llta"J' :::at ("t=;1\ 7L1?.-h.,'::11 Th........L- .,...... TRANSMIS~;ION I,IERIFICATIot: REPORT J TIME: 07129:2003 :,5 ,., ~IPME: FPX TEL SER. H BR(lE:~, 140948'\ ------------- ..----.'...- DATE,TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE 07/:,9 15: 41 914E23991E45985E8 00: 1'2: 08 03 OK STAt.DARD ECM ------,--..- ..----.....- The City of Boynton Beach DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 E. BOI'/J[()f} BI':/I'h Boulet'art! j-'() lJo.\ SI/J HOI mun {Je:lch. Flondil ;,'J--I:!,j-(J.:-nIJ TEf. ,)tJ'J-;-/;]-6:,',50 FIX ,)6]';-12'6:-].1-; _6~':~_.,~ OJ ,...~-_ ""':7."--'- I o ., () ~ -,- --=c:- yo ""r "," ON W\\'\\'hol'lJr'J/l'!J,..-)('h.o!'" July 29, 2003 HDR,lnc, Attn: Gary Spring 8404 Indian Hills Drive Omaha, Nebraska 68114 RE: Flood Elevation Information Requested Dear Gary; Per your 7/28/03 email to Ed Beeze, Planner, and your 7/28/03 telephone conversation with Don Johnson, Building Official, I am responding with what information we have available to us, On FEMA FIRM 1982 Community #120196, Panel #3, Suffix C, Revision date 9/30/82, the hospital is in a B/C zone. The attached copy of the Flood and Storm Surge Map, compiled from information provided by Palm Beach County, reflects Bethesda Memorial Hospital would not be within the "storm surge" path. I hope this information has been helpful. If I can be of any further assistance please contact me at 561-742-6370. Sincerely, ,~ ~ Pat Berger Records/Permitting Supervisor Flood and City of Storm Surge Boynton Beach Map II '11_ ~ (,~ ~r..~'c f,'1 1_, 1 ... ~ ! ,.,., --,'--', U Police5lil:tions III!Il Fire Sbbans . UlillyPlants LAN) BOUNDARIES "" Pw",",s - _Ulililins.v;c.lloundory -Cilylloundory MobiIeH....~ HURRICANE (STORM SURGE) CATEGORY 5 SlJ'V"~lh..18_~n_1 CATEGORY 3 . Stlge9-12feetabcwenoonal CATEGORY 1 . StIge <h? feet aboYe nama! FLOCDZQflES (111I CD FemaZonesj _AE_l'llo",,"u8la-...g.AOO<k>g _ ",",100Y.OfSl1""""FI_I__1&3F...~ "'" MMfIIOllnOUOO<l _vE_'..""nu..FIoo....g-....AdI"" X.OUI""1O''''02'lo''~'""' _l<5OO,500V_FIOOdll..n GlSDIOfTAI.. DATA SOURCE: :'1m:Ufc:ll=~206] ,~"",",",'"B."",, .",."F,,..,',' ,~.,,_t"'j "_."""r..,,,~~, .t>_., ,~'" < "",.~.,., Legend F/oodZont DatiJSOllfCe, (FEMA FIRM1gUj StofmSurgf Datil Sot/fe. (Nilt/Olll' Hurricane CenterJ . '*' Emergen<:yOpel"lllianCenter.l lW.,J~~2.. NO' CI -... 117/28/2(103 08:24 FAX 4023991' , am ARcalTECTlIRE Ii! I:: Fax Sheet .1', T'~lr III , :1Jtlll. DlIIe -") /2810 :3 , I Number of F'lIges (includes cpwr page) "2-- "~ --- .J-V MeooageTo -. ___ ()'If-~:J, Af:)-33-/'-I-ooc-oi'io I Name ED 136e;;F: f ~~ ...._1 Te1e:~~~~cal~~=;;> (~{ ~24 2..- ~'~ f0t I Finn C-/Ttt - m:- !2;?!f/1/t.e.V1 ;:3:~6,--_____________.???-0 L I City /3Pz;AJPYl 'f3b1f!r:-H ____ ~:~;::;:L=__________._ ..- If you do not receive all of the pages, pll'a" co,1I 402 :l99-1248 IS $OIl" <IS 11C1ssible. " II II: 6f;:; ~,,;~i1~-. =~ ========-= == I Telephone ~2. -5'7'9 //-3 ;~,___I Job..IIwAbo;~_t::'1(<:"_~~ 2 ]~:9 /;L't~~- ED (,'"'-) h " /i~ <"a//L~ //./J';0~fe-~; :z; r;::.~ li- /:1 - 3 7 Irk; l)e&:/l~7' !fV)t-L</ e/tru/ .Fi'-I f /;J '.1.c:.? 1Y'l') . I J,~/ --;t'." r;;II!;(l/C/J 014 1 fi&n10YZ1/f/t..- 1 Cfd ',. ,'/"i<- .- r"J .f,1' rl Z BG( S,~~ /b:1C/l'/!!;".:'5'j-' l~fU/J"" 13d2J1'7 fw., Afe*fl b/ ' ht.fYrt /dt-!C;;;. r-/ ' rt-ef.-f1J .q :' 3 11- ,,--.- ..) ~r'~:) "-''71 ' /' ;, ~Y[. t~) OH;r C HDR, Inc. 8404 Indian Hill' Drive Omaha, NebrasI" 68114-4049 T,'ephor,e 4(:2399.1CO(l Fo" 41:r.l9901238- Archhe ::ture Enllin1t,lring Facilit .'s Ma 1a!;i.:!n ~11: 117/28;2(103 08: 25 FAX 4023991 5 HDR ARCHITECTURE Ii! Iv: . ,.... ...-'- "~goI2 of7 ---------------- --~ 4-3' Provide letters citing ille elevation of thr,. 1 Q(J-yee!r flo ,,' puffin Eind the ca IE hurrtcane surge inunda ~ion elevation at thE! faeiMy site. 1/16 flood phir. infolm~:ti, be from a registered en;'ineer or land SUNe;tor blJt thl~ sums if/metation ,nfor,netic be on the lettemead of I/]e At.thority Having Juri;dlction (lIsJ..lI'l the OJ Jnty,'. If ti of the project is below ti,e higher of these /11'10 elevations, pf01ljje a i"Jes'gn I~hid \ the current requiremer.ls of the NBtiona/l~ooo' Ins'Jral7('S F'r')gmm (NFIF) a" defined in Chapter 5ilA-3, Section 55, Physical Plant R91uiremE'l'ts lor [ \ Preparedness of New hlSpitSJ Construction, F101ida Admillistrollive COO'I' (F~ C). ......-. ,'llU 3 -I ,',:1 , 11 I ',;'1 II II cr 'ill I .,~:; 1./,.lllr :;iI~; !ir ) '--------- --------~- -~.- See attached letter. A-4'" Sheet G103: Provide B one-Jiour firelsmo~',9 wa.'lIJei'1iV8<'1/J iho smof:e com~a~;17l 1'1''';1) lieu of only a fire-rated I' all. Sheet G103 and AC10:, hBVE' bee'lI1 correc':ed_ A-,; Cover Sheet: ReferenCE FBC ,2001' in lieu 01' IBC 2000 und91 Building A-lIB Cvc"J/, '1(111:, Cover Sheet has bee 11 revised as requested. A-<; Cover Sheet: Referenc;! FBC 20171 in lieLl of BBC f99j' IInd~r Bt'ilc'iI7g Con:>1 .1('1',0.'1 Type. Cover Sheet has been revised as reqllested. 1\-7 Cover Sheet: ReferenC6 FBC ;W01 under A':!CeSsibilit]' StIjJJQIiIll~. Cover Sheet has been revised as requested. A-ll Sheet G101; Provide a ,i'-O' minimum widtt. det9::t/lbJe III'B71;ng surfar;s ;7nd noii:< '.9' / II' specific texture at all Wilks l'I'here the tap of W<l/ks ,3re f.u::h with ~1e ;'op ,If 1"$ i,;t li'- traffic paving in accorc/;:nce IVIth Chapter 11, Part A, ~'otidll ACCllSi~:bilit) COt ;1 r 1I' Building Construction, tt,11 200 r edition of FEC. Sheet Gl0l is includl!d in thE' ContrBI:t D:lCUmerdh tel indie:ah;1 CClns'lr' ::ti:n staging area and stora;le an!as only_ Thill prolect is a IlNO story Ildc,itloll 011 :'1) 01 an existing structure. Ther~: are therefol\~ no site mClcif ell ions 01' imp''Ow~: 1I1111 II necessary. All drives. Ilarking and sidewalks Bf'!t 1!:(is:tln'J. 'll1enlfcole ne' mY' :it," I: have been made to thil: shellL A-~I Sheet G102: Indioate thl' room nanlll Stora{J'~ Room in lie'.J 01 Ur assis;m~:f. This is existing space within the existing I'aeili'ly Wl1ich this proJent ':!Ioes ne.f.: 'I'l)::, The Sheets have been '~viseoi:l as indlcate,i:!. ~ -1 0 Sheet G 1 02: Provide !we I ,hour walls at E1ev/ltor 1 in liE'LJ of ,}r e-t. our lI'al/l". Sheet G102 has been c:lrrecf:ed. HJR An:hII1lclure, lnc. I B4()t~ll'tjanlii1JliiDivI. I PhQnt(~O:!J399.m35 Omaha, NF 68114-4(98 Fax (4'~~ 392. l734 www.oorr::.com @~ Mr. James Bellucy Bethesda Memorial Hospital 2815 South Seacrest Blvd. Boynton Beach, FL 33435 Re: Bethesda Memorial Hospital Boynton Beach, Florida HDR Project No. 01521-006-001 BMH Project P-19 Comprehensive Inpatient Rehabilitation Unit Date: July 17,2003 Gentlemen, The project above will have no Site Modifications or additional site drainage. The project involves the raising of the existing structure which will require only revising the existing roof drainage piping to the new roof. If you should have any questions, please do not hesitate to call. Sincerely, Terrence G. Hoschied Florida Registration No. 49720 cc: HDR reading file file: Projects\1521 060 1 \CCA\ Correspondence\ ".;;) fA.~ 1/ HDR Architecture, Inc, HD R ONE CaMP ANY I Many Solutions 8404 Indian Hills Drive Omaha, Nebraska 68114-4049 Telephone 402-399-4835 Fax 402-399-1398 klarsen@hdrinc,com