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09-20-2006 Workshop AThCavof .~tura .. ..--..., '. '" IQ200 We~t COlmtrv Chlh Orive Aventura. FT.:n 1 RO City Commission Workshop Meeting September 20, 2006 9:00 AM. Executive Conference Room AGENDA 1. South Florida East Coast Corridor Study (Presentation by FDOT) 2. Veterans Park Reconfiguration Plans (City Manager)* 3. Review of Traffic Study Recommendations (City Manager)* 4. Adjournment * Back-up Information Exists This meeting is open to the public. In accordance with the Americans with Disabilities Act of 1990, all persons who are disabled and who need special accommodations to participate in this meeting because of that disability should contact the Office of the City Clerk, 305-466-8901, not later than two days prior to such proceeding. CITY OF AVENTURA OFFICE OF THE CITY MANAGER MEMORANDUM FROM: Eric M. Soroka, ICMA-CM, City TO: City Commission DATE: September 14, 2006 SUBJECT: Veterans Park Proposed Reconfiguration Plans At the July Workshop Meeting, the Commission requested the Administration to review alternatives to expand the current dog park section at Veterans Park to respond to concerns raised by residents utilizing the park. Staff and I have met with the City Engineer to develop alternate plans for review by the City Commission. Two plans were developed which are attached. The current park configuration is included as well. Alternative "A" This plan includes the following modifications: 1. Provides for two dog park areas (large and small dogs) by utilizing a portion of the open space previously included in the child's play area. 2. Adds eight parking spaces by utilizing a portion of the open space previously included in the child's play area. 3. Cost to construct is estimated to be $165,000. Alternative "8" This plan includes the following modifications: 1. The plan is the same as Alternative "A" except it creates one larger dog park area of 1.02 acres with an expanded walking area. 2. Cost to construct is estimated to be $180,000. EMS/act CC01521-06 9 -- ~q 'i P ,\ IP J~nc~1 !ll!i !I:~ o ~ 8 : , II,! ! ~ ~ f~ ii!i I . . . E _~ I'll 0 , . ill: ~ I Iii il' I ,ll Do'" .,.",.. ~ ,,'III _n _ ~ . .n _ 1-..... z jo 5 ~ 5 flCRIl\lBf'THOMP$ON.o.NOAS8OClA~S.1NC !:NGlNEli:RS'P'lA/flERS.SUF!VEYORS _..._~--~_..... --- ...-- "1:::."'=-~-:''':-.:.t' i5":='~:-=_-==:;=_':'== NEW ~!'lAN AL]'ERNATlVE 'K ! I~ I ~ co ~ 'P I ~ ~I~ CITY OF AVENTUAA PlAY AREA I PET PARK ......'-"'Cl~_ , J' .,. , ". /' ? ~', - r - , , , , ~ ---=-- , =---- --:::-'';:~ I , , I , '! ..... ....,.. --. "... _n _ n . -...'" . ll:~ z ~ i i ~ !IE NEW SITE PlAN AL1ERNATlVE '8' ~ ! : I~ Ii '---- flCAAVEN'T1-fOMP~.oNDA.S$OCIo\Tf.S.,t<<:. ENGUiaflS.f'lNltEF18.~ ...Jl"..._____ --- ....-- "'-=-=-==.."......- ~ ~_ _ow ._ . ~~__ '"-- ...::!!--:=--~ ---:0;: . w -.--- CITY OF AVENIUAA PlAY AREA I PET PARK ""IlPA/OiD",.., II" " iI, ~ I I' F I!.! ! "I' ~ I!:I ~ UII "I- i.. ~ !Ii iI- Iii : , , . E ~ . ~ , o ~ ~ z ~ . ~d h~ J :z )> ~ ~ " i ~ ?o ~ \\ \ \ ~~,IIII i# ,1/, lJ7 1.1\1\1\ \ \, \~ .> J' .,. , . 6 6 ..".". () ..... .'-. <( ~..,;" .\,. r-- 0) ~ 0 u. en ~ .... CI CI U) N <( W e::: <( w en :::l U.() (!) en<( 0 CIa 0 -0 U)r-- <l NO) N" va <( w e::: <( w 0 en :::l . ,. ~. ." 0 ~ Z :::l 0 .:IS ZS8'8~ e::: (!) ~ a.. C LJ It ItE..jT rAIUc.. yu't1I.J Page 1 of 1 JCdIL ~"2.~..&~ df ~ts Iwp Teresa Soroka From: LFried8735@aol.com Sent: Wednesday, September 20,20067:19 AM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Commission Meeting- Re: Dog Park Expansion Dear Commissioner: I am unable to attend the Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Loraine Friedman Harbor Village 9/20/2006 Page 1 of 1 Teresa Soroka From: Ray Johnson [raylolee1@hotmail.com] Sent: Tuesday, September 19,20069:54 PM To: bdiamond Subject: [SPAM_ALERT] Importance: Low We need a dog park Expressyourself-ndownloadJree WiIldowsLiyeMessenger themes! 9/2012006 Page 1 of 1 teresa Soroka ~: JWillis992@aol.com Sent: Tuesday, September 19, 2006 9:37 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Veterans Park Dear Commissioner: I am unable to attend Wednesday's Commission Workshop. I urge you to vote yes to enlarging the space available for dogs at Veterans Park. As the number of residents with dogs increases, it becomes extremely important that these dogs have adequate space to become socialized. This should not become a children vs dog issue, but a situation in which the needs of all residents are met. Your support in this matter would be greatly appreciated. Irene Braun 9/20/2006 Page 1 of 1 Teresa Soroka From: dianafilimon@comcast.net Sent: Tuesday, September 19, 20067:31 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: [SPAM_ALERT] Importance: Low Dear Commisioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Diana Filimon 9/20/2006 Page 1 of 1 Teresa Soroka From: rgstires@aim,com Sent: Tuesday, September 19,2006 6:21 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Aventura Dog Park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support, Rachel Stires, Austen Frankel and, of course, Sasha the Chocolate Lab! Check Out thellew fr~eAIM(R).Mail-- 2 GB of storage and industry-leading spam and email virus protection. 9/20/2006 Page 1 of 1 Teresa Soroka From: LuckyLady4411@aol.com Sent: Tuesday, September 19, 2006 6:16 PM To: hholzberg Subject: Dog Park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Sincerely, Edie Fine Marina Cove 9/20/2006 Dog Park Expansion Page 1 of 1 Teresa Soroka From: Zambrano, Anibal [AnibaI.Zambrano@diageo.com] Sent: Tuesday, September 19,20066:06 PM Cc: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Dog Park Expansion Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Anibal Zambrano 20201 E. Country Club Drive # 905 Aventura, FL 33180 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are addressed. If you have received this email in error please notify the Diageo Servicedesk on +44 (0) 131 319 6000 This footnote also confirms that this email has been scanned for all viruses by the Messagelabs Sky Scan servIce. http://www.diageo.com 9/20/2006 Page 1 of 1 Teresa Soroka From: MarnieEG@aol.com Sent: Tuesday, September 19, 2006 5:42 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstem; Iweinberg; info@aventuradogs.org Subject: 9/20 Commission WOrkshop Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Marnie Goldman (and Bindi Sue) 9/20/2006 Page 1 of 1 Teresa Soroka From: MansaG24@aol.com Sent: Tuesday, September 19,20067:04 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: (no subject) Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park and implore you to enlarge the park to accommodate the large number of residents who frequent the park with their dogs. Sincerely, Marisa and Ross Zelnick 9/20/2006 Teresa Soroka From: Sent: To: Subject: HEATHER RETSKE [hlr305@atlanticbb.net] Tuesday, September 19, 2006 5:41 PM Eric M. Soroka; Sussn Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstem; Iweinberg; info@aventuradogs.org Aventura Dog Park Comission Workshop Dear Commissioners: I am unable to attend tomorrow's Commission Workshop, but urge you to vote "yes" to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support, Heather L. Retske 1 Page 1 of 1 Teresa Soroka From: pssmailes@aol.com Sent: Tuesday, September 19,2006 5:33 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Dog Park Space I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. I think it is important that we advocate for our loyal friends who cannot speak for themselves. Thank you for your support. Paula Smailes Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 9/20/2006 Page 1 of 1 Teresa Soroka From: Nancy Ro~enberg [nancy.rosenberg@att.net] Sent: Tuesday, September 19, 2006 5:20 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: dog park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. 9/20/2006 Page 1 of 1 Teresa Soroka From: MDCatBIHL@aol.com Sent: Tuesday, September 19,20064:16 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Aventura Dog park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Marie A. DiCowden, Ph.D. The Biscayne Institutes of Health & Living, Inc. 2785 N.E. 183rd Street Miami, FL 33160 305-932-8994 www.biscayneinstitutes.org 9/20/2006 Page 1 of 1 Teresa Soroka pacongroup@aol.com Tuesday, September 19, 20064:35 PM Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: [SPAM_ALERT] Importance: Low From: Sent: To: Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Carl L. Heegaard Off.(954) 462-1430 Tel. (877) 620 1796 Cel. (305) 613-4592 Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 9/20/2006 Page 1 of 1 Teresa Soroka From: David Light [dlight@crec.com] Sent: Tuesday, September 19,20065:03 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Dog Park Expansion Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. David A. Light 3690 NE 199th Street A ventura, FL 33180 9/20/2006 Page 1 of 1 Teresa Soroka From: AI McCausland [arm18@bellsouth.net] Sent: Tuesday, September 19, 2006 5:09 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Dog park Dear Commissioners: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. We all support all of the programs and driving and attitudes of all of the retired, elderly citizens of this fine community, they, who also own pets, I am sure support this dog park. Everyone of us also pays taxes. Please provide the dog park extension as our community is growing along with the dog population. Thank you for your support. AI McCausland Aventura resident 305-932-1788 9/20/2006 Page 1 of 1 Teresa Soroka From: Sent: Maxvenus2222@aol.com Tuesday, September 19,20063:28 PM Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: [SPAM_ALERT] re: dog park expansion........please !I! Importance: Low To: Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Maxine Poupko - Aventura 9120/2006 Page 1 of 1 Teresa Soroka From: Smith, Jessica K - (MIA) Usmith@tcco.com] Sent: Tuesday, September 19,20063:17 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: re: DOG PARK EXPANSION Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Jessica Smith City of A ventura Resident 9/20/2006 Page 1 of 1 Teresa Soroka From: vanheegaard@aol.com Sent: Tuesday, September 19, 2006 3:14 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Dog Park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. VANESSA HEEGAARD 21175 Mainsail Circle #E12 A ventura, FL 33180 (T) 305.318.1255 (F) 305.675.7858 Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 9/20/2006 Page 1 of 1 Teresa Soroka front MDCatBI H L@aol.com Sent: Tuesday, September 19,20064:16 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: Aventura Dog park Dear Commissioner: I am unable to attend tomorrow's Commission Workshop, but urge you to vote yes to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park, and appreciate your efforts in making Aventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Marie A. DiCowden, Ph.D. The Biscayne Institutes of Health & Living, Inc. 2785 N.E. 183rd Street Miami, FL 33160 305-932-8994 www.biscayneinstitutes.org 9/20/2006 Page I of I Teresa Soroka From: bjl212@aol.com Sent: Tuesday, September 19,200610:12 PM To: Eric M. Soroka; Susan Gottlieb; zauerbach; bdiamond; hholzberg; bjoel; mstern; Iweinberg; info@aventuradogs.org Subject: [SPAM_ALERT] Importance: Low Dear Commissioner and City Officials: I am unable to attend the Commission Workshop, but I urge you to vote "YES" to making our dog park a safer place for us and our dogs. With the number of new dogs entering this city on a daily basis, we have sorely outgrown our space at Veterans Park. I appreciate your efforts in making A ventura the City of Excellence for all residents - adults, children, and dogs. Thank you for your support. Briana 1. Lubin, M.S. Check out the new AOL. Most comprehensive set of free safety and security tools, free access to millions of high-quality videos from across the web, free AOL Mail and more. 9/20/2006 CITY OF AVENTURA OFFICE OF THE CITY MANAGER MEMORANDUM TO: City Commission FROM: Eric M, Soroka, ICMA-CM, Cit ag r DATE: September 14, 2006 SUBJECT: Traffic Study Results Attached hereto, are the documents prepared by the City's Traffic and Transportation Consultant that contain the study results of areas identified by the Traffic Advisory Board. The documents contain a series of recommendations to improve traffic flow in the City. The results have been reviewed by the Police and Community Services Departments. If the recommendations are approved by the City Commission, they would then be included in future CIP documents for implementation. Based on the fact that the majority of the recommendations affect Biscayne Boulevard, FDOT and County approval would be required prior to any action being implemented, The studies will be reviewed in detail at the Workshop Meeting, EMS/act Attachment ceo 1520-06 Est. 19S5 Tinter Associates, Inc. Transportation Engineers 3303 West Commercial Blvd.' Ste 201. Ft. Lauderdale, FL 33309 (954) 484-3633' Fax (954) 484-9612 · www.tinter,com Ol-20S1.AB Aventura September 2006 TRAFFIC IMPACT STUDY Prepared for: CRAVEN, THOMPSON & ASSOCIATES, INC 3563 N.W. 53rd Street Fort Lauderdale, Florida 33309 Prepared by: .-t....'........ -- .....~... ~. ~ , ~ , '.' ( U,"",",--, \, '-- \!!. Tinter Associates, Inc. , Transportation Engineers 3303 West Commercial Boulevard. Suite 201. Ft. Lauderdale, Florida 33309 Voice (954) 484-3633 . Fax (954) 484-9612 Web Site http://\\'ww,tinter.com September 2006 01-2051-AB 2 TABLE OF CONTENTS INTRODUCTION.. ........... .... .... .... ........... ..... .... .............. .... ..... ........ ... ...... ................ ..... .....4 EXISTING CONDITIONS........ ............. ..... ...... ............................... ..................... .............. 4 TRAFFIC DATA COLLECTION ........................................................................................ 8 IDENTIFICATION OF IMPROVEMENTS........................................................ ...... ............8 EXISTING CONDITIONS............................ ..................................... .............. ............ ..... 14 CONCLUSION AND RECOMMENDATIONS.. ..................... .................. ..... .......... ......... 16 LIST OF FIGURES FIGURE 1 -LOCATION OF STUDY AREA ...................................................................... 6 FIGURE 2 - EXISTING ROADWAy................................................................................. 9 FIGURE 3 -TURNING MOVEMENT COUNTS .............................................................. 10 FIGURE 4 - PROPOSED IMPROVEMENTS .................................................................11 APPENDICES APPENDIX A - EXISTING CONDITION PHOTOGRAPHS ............................................ 16 APPENDIX B - TRAFFIC COUNTS ............................................................................... 36 APPENDIX C - EXISTING CONDITION ANALySES..................................................... 54 Aventura September 2006 01-2051-AB 3 AVENTURA Williams Island Boulevard Intersections: Bank Of America /27th Avenue Tinter Project No. 01-2051-AB INTRODUCTION Tinter Associates, Inc. as a subconsultant to Craven Thompson, was retained by the City of Aventura to analyze traffic conditions on Williams Island Blvd. between Biscayne Blvd and NE 2th avenue. Figure 1 shows the location of the study area. This report presents the findings, analyses, data, photographs, and concept sketches for three alternatives for this section of roadway. The associated costs are estimated and made a part of the study. EXISTING CONDITIONS Several site visits were conducted at different times of day to survey traffic conditions along the study section of Williams Island Boulevard. The study roadway provides two through lanes in each direction and has a center landscaped median. No posted speed limit signs were found along Williams Island Boulevard. Most of the drivers appear to be residents, very familiar with the roadway. Approximately 120 feet from Biscayne Boulevard, there is an existing median opening with driveways on the north and south side of Williams Island Boulevard. The north driveway provides access to a Bank of America building. The south driveway serves as access to an existing shopping center located on the south side of the roadway. All movements are allowed at this median opening with the exception of the northbound left and through movements. The northbound restrictions are emphasized with a right-turn only signed mounted under the stop sign and a right-turn arrow painted on the exit lane, as illustrated in Photo 1. The intersection of Williams Island Boulevard and NE 2yth Avenue is an all-way stop- controlled intersection. Stop signs and stop bars are provided on all four legs of the intersection. However, the required supplemental plates (All-Way, or Four-Way) under the stop signs are missing, as shown in Photo 2. 4 Figure 2 depicts the existing roadway conditions of Williams Island Boulevard between Biscayne Boulevard and NE 27th Avenue. Appendix A contains numerous photographs illustrating the existing conditions along the study area. 5 City of Aventura - t ~ Tinter Associates, Inc. Transportation Engineers . 3303 W. Commercial Blvd. Ste. 201 Ft. Lauderdale, FL 33309-3412 . (954) 484-3633 Fax: (954) 484-9612 _nn_ www.tmter.com.Cert.ofAuth.No.00004149 Study Area Map o N.T.S. FIGURE 1 Photo 1 Photo 2 TRAFFIC DATA COLLECTION Tinter Associates, Inc., in association with Crossroads Engineering Data, Inc., collected intersection turning movement counts at the following two intersections located along Williams Island Boulevard: 1. Bank of America Driveway 2. NE 2yth Avenue The intersection turning movement counts were undertaken during the morning (7:00 to 9:00) and afternoon (4:00 to 6:00) peak periods. Figure 3 presents the intersection turning movement counts during the AM and PM peak hours. The raw traffic counts, as collected in the field, are contained in Appendix B. IDENTIFICATION OF IMPROVEMENTS Several alternatives were evaluated and tested as part of the investigatory phase of this project. The proposal improvements are a culmination of these efforts and are offered as an effective approach to solve the traffic issues at this location. ~ The proposed recommendation would be to close the median entirely in front of the Bank of America building. This would restrict both driveways to right-turns only. Figure 4 presents the improvements associated with this recommendation. 8 IIIIll.CCT IlD. 01-2051 ,_ IlD. 2 b I I I I 't ~ ~ j ~ i ~ ~ CITY OF AVENTURA W1LlUAMS ISLAND BOULEVARD (BISCAYNE to NE 27th Avenue) EXISTlNG__CONOmONS 8/~~ ~( 8LvO ~ 1 ~ ~ ~ ~ NE t/lh Ar ~ ~ ~ --~ _~~Tintei=~t~. l303 W. c....a.Illol, Saito 301 Fort Loadodole, Jll. 3JJ09-l41l . (9S~) _ Fa: (9S~) 4I4-HIl Wft'.tiIlIr.tCIII. Con. o/Aa No._ Q N.T.S. 3 0 0 (4) (1) (0) .J~4 Miami Gardens Dr 13 (18)J l2 (2) 398(362)-+ "-317(496) 19(29) 1 r62(71) 1tr (7) 1 (95) (2) 41)1' Il~ ~ l' N D.l Z Blvd Island 47 10 37 (89) (29) (64) .J~4 89 (132)J l126 (64) 301 (271)--+ ..- 442 (303) 8(41)1 r3(5) ~t~ 63 25 2 (30) (16) (1) xx = AM PEAK HOUR TRAFFIC (XX) = PM PEAK HOUR TRAFFIC City of Aventura t, Tinter Associates, Inc. Transportation Engineers . . 3303 W. Commercial Blvd. Ste. 201 Ft. Lauderdale, FL 33309-3412 . (954) 484-3633 Fax: (954) 484-9612 www.tmter.com.Cert. of Auth.No.00004149 FIGURE Peak Hour Counts 3 ./ ........ l L } --........! -- r" -- -- - ; .............. BANK ENTRANCE/EXIT EXTEND LEFT TURN LANE NTS ~ "'( ~ ~ ~ -- -- CONDOS , (,) 5 ~;~n =Uj~!tig ~ a 0... 8 .: "'-t,~, '" ,0 CI.l c: '''';'!Z Oil:l ~ti; ~ .~ g Uh (,)'ll '" ~ o ~ ~ CI.l 0 J < ~~J! S '" -t o ... f,.j~::l e Q) ~ d '~A ~ I 'l _w" ~ ^' I , I - Q) :) c: Q) ~ J: .. " N W Z 0 .. w Z .... ~ ~ z w U ~ :J C/) w .... - > CXI Z - 0 w C ~ ~ a.. ~ ~ ~ - u.. C 0 -' w :) V) ~ 0 0 a.. - CXI ~ U C a.. Z :s C/) - C/) ~ ;:j -' -' ~ 'OJ ~~ 0 - z ~l.() ~'t uc) ~C\J :J o I 2 0::_ ~ Q..C) . (,) f ~~!:l~! ~ 8 Mi.g ~'iJ~~.J~ fIJ :t~!Z 4)~ IQg; ~ .~ g ]fh o.~ ~ o~ ~ 00 0 ~ ~ < r~~~ ~ NTS 1-4 f-l::l e 4) .... ~ = ~~ ~ 'I' V ..= a- ~ CO I I ~ ~ MEDIAN ALTERATION ~ - - ~ ./ - - - Q) ...... ........ ~ :>> - - c: ...... .... ~ -( .J: +- "- N W Z 0 ... I w Z l- I L ~ ~ ~ :J u ~ to- !!! w I Z e. ~ w C ~ ~ ~ ~ ~ - u.. ~ a -- o ....I W ) -- :J V) ~ 0 2 - a:I 0 U C g: Z CONDos :s CI) - CI) ~ - ....I ....I ....I - ~ . J cCQ z ~ 0 - z t)~w't W"l a:: J "'J :J 010 a:: _ ii: G..a EXISTING CONDITIONS Intersection capacity/level of service analyses were undertaken at the Bank of America median opening and at the NE 2th Avenue all-way stopped-controlled intersection. These analyses were performed for the AM and PM peak hours using the 2000 Highway Capacity Software and are presented in Appendix C. Even though the results of the capacity analyses indicate that both intersections have ample capacity to accommodate the current vehicular demand, the close proximity of the Bank of America median opening from Biscayne Boulevard affects turning movements at this intersection. These undesired movements include: o Eastbound lefts into the bank o Northbound lefts and throughs (currently prohibited with signs) o Southbound lefts and throughs As documented in Figure 3, the two prohibited movements (with signs) are occurring at the Bank of America median opening (Le. northbound lefts and throughs). The recommendation is to install a double left turn lane westbound on Williams Island Boulevard at Biscayne Boulevard. This would require taking 12 feet out of the median and existing stone wall and revising the signalization, signing and striping to accomplish this feature. This could greatly relieve the currently existing queues that form at this point. The estimated cost for this feature would be $60,000. 14 CONCLUSIONS AND RECOMMENDA liONS There are basically four improvements to ameloriate existing traffic conditions at this portion of Williams Island Boulevard. One is to prevent drivers from making a southbound left turn out of the Bank Of America exit. This would eliminate an undesired movement and results in smoother traffic flow east and west along Williams Island Boulevard. The second improvement is to physically prohibit the northbound left and through movements that are currently prohibited with a regulatory sign that is being violated. . The third improvement is to lengthen the left turn lane at Biscayne Boulevard and add a second left turn lane. The final improvement is to install the required supplemental plates (All-Way) under the existing stop signs located at the intersection of Williams Island Boulevard and NE 2th Avenue. These supplemental plates would bring this intersection in compliance with the Manual on Uniform Traffic Control Devices (MUTCD). The cost associated with the above improvements is estimated at approximately $61,000.00, excluding the cost associated with preparing design plans. 15 - - - - - - - - - APPENDIX A Existing Condition Photographs - - - - - - - - 16 - .\ fIm s~'~~11 fi~',~?!- ,"-,,"',':"" ,. '\h "., .. ,II - 1 E;J ~.. I.~..: ~, , I ,~, ~ ~ .\ I. .' . ;; , ~~f, t ~ ~ t~ ~. :. ~.ll/,;/,., ifl'l' ~:~,,~i,; ;":~'::;'" ~r-~:. }, ~~.~',t.{ ......:. - 1':'_ ':,f,:' " .. . .. ".:. :;:.'~;j(/'}') . " ,: " <,,.!ft'~ -';1' J - ~ I .' ~ ~.>.. " t" ~::;!!I :.' I:.!.t,~',i,.~. . ' . '\'i ','1, .' . ..' ' \>~) ,,!;,~f;:;. ~<ii ",\:.;~;'.,..~:.;.,:./ .1;;':t .,;~<\,,,~;, ' (.~.~ .....'.j' .... '" .;'l~... , I / c , . ./ t, , f 'i 1 I. ' 'r ~) J'.': , . .' , . / r ( , , \ ~ ." ,- \ !l ,,>:'~. "~;,' . '.l >. tI*,~ " ' ~\~ \ " ~i "-:' II' ~ ~' , _ 0' " Itl~;:~; n ',--"', \"-! .'i ,- .1., ....., -- ,-.. J I- - - - - - - APPENDIX B Traffic Counts - - - - - - 36 - - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 27THA VE Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time 07:00 f.N. 07:15 f.N. 07:30 f.N. 07:45 AM Total Other In!. Total 1 200 o 199 1 202 o 256 2 857 08:00 AM 4 3 7 2 25 105 1 1 1 4 21 2 1 57 20 0 254 08:15 f.N. 14 2 12 0 27 101 0 0 0 6 16 2 1 72 20 0 273 08:30 f.N. 16 2 7 1 35 113 1 0 1 6 16 0 2 76 22 0 298 08:45 AM 13 3 11 0 39 123 1 2 0 9 10 0 4 96 27 0 338 Total 47 10 37 3 126 442 3 3 2 25 63 4 8 301 89 0 1163 *** BREAK *** 04:00 PM 16 6 10 3 20 83 2 0 0 4 7 3 11 67 42 0 274 04:15 PM 28 5 21 2 20 74 4 0 1 2 11 0 5 42 31 0 246 04:30 PM 15 2 12 1 18 81 1 0 0 3 4 0 13 56 34 1 241 04:45 PM 26 3 10 1 16 74 3 0 0 6 5 1 8 68 27 1 249 Total 85 16 53 7 74 312 10 0 1 15 27 4 37 233 134 2 1010 05:00 PM 27 10 12 0 13 102 1 0 0 3 11 1 5 68 31 0 284 05:15 PM 30 7 14 0 16 66 0 0 1 3 7 0 16 60 33 0 253 05:30 PM 16 3 16 2 21 73 1 0 0 3 8 0 10 74 34 0 261 05:45 PM 16 9 22 2 14 62 3 1 0 7 4 0 10 69 34 3 256 Total 89 29 64 4 64 303 5 1 1 16 30 1 41 271 132 3 1054 Grand Total 240 69 194 15 336 1381 19 8 4 73 186 18 104 1042 388 7 4084 Apprch % 46.3 13.3 37.5 2.9 19;3 79.2 1.1 0.5 1.4 26 66.2 6.4 6.7 67.6 25,2 0.5 Total % 5.9 1.7 4.8 0.4 8.2 33.8 0.5 0.2 0.1 1.8 4.6 0.4 2.5 25.5 9.5 0.2 AUTOS 227 69 189 15 332 1364 16 8 3 72 182 18 102 1004 380 7 3988 % AUTOS 94.6 100 97.4 100 98.8 98.8 84.2 100 75 98.6 97.8 100 98.1 96.4 97,9 100 97.6 HEAVY VEHICLES 13 0 5 0 4 17 3 0 1 1 4 0 2 38 8 0 96 ,. IEAVY VEHIClES 5.4 0 2.6 0 1.2 1.2 15.8 0 25 1.4 2.2 0 1.9 3.6 2.1 0 2.4 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 27THA VE Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other Int. T olal 07:00 AM 0 6 07:15 AM 0 6 07:30 AM 0 6 07:45 AM 0 4 Total 0 22 08:00 AM 2 0 1 0 0 0, 1 0 0 0 1 0 0 4 2 0 11 08:15 AM 1 0 2 0 0 1 0 0 0 0 0 0 0 4 1 0 9 08:30 AM 0 0 1 0 0 2. 0 0 0 0 0 0 0 3 0 0 6 08:45 AM 1 0 0 0 0 3 0 0 0 1 0 0 0 1 0 0 6 Total 4 0 4 0 0 6 1 0 0 1 1 0 0 12 3 0 32 *** BREAK *** 04:00 PM 2 0 0 0 0 4 0 0 0 0 0 0 2 3 0 0 11 04:15 PM 2 0 0 0 2 1 1 0 1 0 1 0 0 4 1 0 13 04:30 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 3 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 Total 4 0 0 0 2 7 1 0 1 0 1 0 2 9 1 0 28 05:00 PM I 1 0 0 ~I 0 2 1 ~I 0 0 ~I 0 0 ~I 6 05:15 PM 2 0 0 0 0 0 0 0 0 2 6 - *** BREAK *** 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 Total 3 0 0 0 0 2 1 0 0 0 2 0 0 3 3 0 14 Grand Total 13 0 5 o . 4 17 3 0 1 1 4 0 2 38 8 0 96 Apprch % 72.2 0 27.8 0 16.7 70.8 12.5 0 16.7 16.7 66.7 0 4.2 79.2 16.7 0 Total % 13.5 ' 0 5.2 0 4.2 17.7 3.1 0 1 1 4.2 0 2.1 39.6 8,3 0 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 27THA VE Site Code : 00000000 Start Date : 6/27/2006 Page No : 2 Inl Total -- . J 2 1 1 2t 2 . 08:15 AM 14 2 12 0 . 27 101 0 0 128 0 6 16 2 24 1 72 20 0 93 273 08:30 AM 11 2 7 1 26 35 113 1 0 149 1 6 16 0 23 2 76 22 0 100 298 08:45 AM 13 3 11 0 27 . tD 1 2 tIS 0 I 10 0 19 . . fI 0 127 JIll Total 47 10 37 3 97 126 442 3 3 574 2 25 63 4 94 8 301 89 0 398 1163 Volume %App. 48.5 10,3 38.1 3.1 22 n 0.5 0,5 2.1 26.6 67 4.3 2 75.6 22.4 0 Total PHF .734 .833 .n1 .375 .866 .808 .898 .750 .375 .870 .500 .694 .750 .500 .839 .500 .784 .824 .000 .783 .860 I[~" 1,;.'13~ Jht r LC Other Peak Hour Data ~J t U ..J ~ "ell 2-+ North f-;l ~ 2 E Peak Hour Begins at 08:00 AM r- n AUTOS .!.c.l .. 0 Q) ~ :T 0 ~c.l 1 i CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 27THA VE Site Code : 00000000 Start Date : 6/27/2006 Page No : 3 Inl TDtal -.. 11 Ii .. '11 t1 1 II 2M 05:15 PM . 7 14 0 " 16 66 0 0 82 1 3 7 0 11 11 60 33 0 109 253 05:30 PM 16 3 16 2 37 21 73 1 0 95 0 3 8 0 11 10 " J4 0 '11 261 05:45 PM 16 9 22 2 49 14 62 2 1 80 0 7 4 0 11 10 69 34 2 116 256 Total 89 29 64 4 186 64 303 5 1 373 1 16 30 1 48 41 271 132 3 447 1054 Volume %App. 47.8 15.6 34.4 2.2 17.2 81.2 1.3 0.3 2.1 33.3 62.5 2.1 9,2 60.6 29.5 0.7 Total PHF .742 .725 .727 .500 ,912 .762 .743 .417 .250 .804 .250 .571 .682 .250 .800 .641 .916 .971 .250 .947 .928 & In ~ I ~ I I BQ fW.. ~ht iru lC Other Peak Hour Data i U ~~ :?:~ North ~~ (,I (,1- Peak Hour Begins at 05:00 PM -.j:l r- (,I AUTOS +~CJl 0 ~~ ~ g[ CD ., ~ T r CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : BOA@183 Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total NE 183RD ST From West Other Int. Total o 28 o 130 2 166 o 184 2 508 08:00 AM 0 0 0 1 0 87 14 0 8 0 3 0 6 95 3 0 217 08:15 AM 0 0 0 0 1 96 18 0 6 1 0 0 4 95 2 0 223 08:30 AM 2 0 0 0 1 74 17 0 9 0 0 0 1 103 3 0 210 08:45 AM 1 0 0 0 0 60 13 0 7 0 0 1 8 105 5 2 202 Total 3 0 0 1 2 317 62 0 30 1 3 1 19 398 13 2 852 *** BREAK *** 04:00 PM 2 1 0 0 2 117 23 0 8 1 1 0 7 109 4 0 275 04:15 PM 0 0 0 1 0 179 23 0 32 1 2 1 6 91 3 0 339 04:30 PM 1 0 0 0 0 90 9 0 33 0 3 0 8 85 2 0 231 04:45 PM 1 0 0 0 0 110 16 0 22 0 1 1 8 77 9 0 245 Total 4 1 0 1 2 496 71 0 95 2 7 2 29 362 18 0 1090 05:00 PM 0 0 0 0 1 94 10 0 20 1 2 0 11 78 1 0 218 05:15 PM 0 0 0 0 0 132 21 0 26 0 1 0 3 79 4 0 266 05:30 PM 1 1 0 1 0 99 14 0 24 0 4 1 14 120 8 0 287 05:45 PM 0 0 1 0 0 131 14 0 21 1 3 1 2 90 4 0 268 Total 1 1 1 1 1 456 59 0 91 2 10 2 30 367 17 0 1039 Grand Total 8 2 1 4 5 1472 249 0 230 6 27 6 93 1333 49 4 3489 Apprch % 53.3 13,3 6.7 26.7 0.3 85.3 14.4 0 85.5 2.2 10 2.2 6.3 90.1 3.3 0.3 Total % 0.2 0,1 0 0.1 0.1 42.2 7.1 0 6.6 0.2 0.8 0.2 2.7 38.2 1.4 0.1 AUTOS 8 2 1 4 5 1460 248 0 227 6 27 6 93 1333 49 4 3473 % AUTOS 100 100 100 100 100 99.2 99.6 0 98.7 100 100 100 100 100 100 100 99.5 HEAVY VEHiClES 0 0 0 0 0 12 1 0 3 0 0 0 0 0 0 0 16 II HEAVY VElICLES 0 0 0 0 0 0.8 0.4 0 1.3 0 0 0 0 0 0 0 0.5 CLIENT: TRAFTECH JOB NO : 2006-53 -- PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name: BOA@183 Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 NE 183RD STREET NE 183RD ST From East From West Start Time Other In!. Total *** BREAK *** 08:30 AM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 08:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 3 *** BREAK *** 04:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 04:45 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 7 1 0 0 0 0 0 0 0 0 0 8 *** BREAK *** 05:15 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 05:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 4 0 0 1 0 0 0 0 0 0 0 5 Grand Total 0 0 0 0 0 12 1 0 3 0 0 0 0 0 0 0 16 Apprch % 0 0 0 0 0 92,3 7.7 0 100 0 0 0 0 0 0 0 Total % 0 0 0 0 0 75 6,2 0 18.8 0 0 0 0 0 0 0 CLIENT: TRAFTECH JOB NO : 2006-53 .- PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: BOA@183 Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 NE 183RD STREET From East NE 183RD ST From West App, TotII Inl T olal ..M I I I I I t1 08:15 AM 0 0 0 0 0 , . 'I 0 t1S 6 , 0 0 7 4 95 2 0 101 m 08:30 AM 2 0 0 0 2 1 74 17 0 92 I 0 0 0 9 1 103 3 0 107 210 08:45 AM 1 0 0 0 1 0 60 13 0 73 7 0 0 , 8 I '05 S 2 '21 202 Total 3 0 0 1 4 2 317 62 0 381 30 1 3 1 35 19 398 13 2 432 852 Volume % App. 75 0 0 25 0.5 83.2 16.3 0 85.7 2.9 8.6 2.9 4.4 92.1 3 0.5 Total PHF .375 .000 .000 .250 .500 .500 .826 .861 .000 .828 .833 .250 .250 .250 .795 .594 .948 .650 .250 .900 .955 . A A ~~~ I J I 1 :4 a d 11 'hi 1ru LC Other Peak Hour Data i North r- rCDO) ... =N Peak Hour Begins at 08:00 NIo AUTOS o = ~o 1 i r Left Thru Rghl Other I ~ i 3d 1 I I c::B3dc::ill Oul In Total CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: BOA@183 Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 NE 183RD STREET From East NE 183RD ST From West App, ToIII Int. T olal ..,.,.. 2 1 . 2 .. 1 111 121 04:15 PM 0 0 0 1 1 0 '71 23 0 211 32 1 2 1 . 6 91 3 0 100 III 04:30 PM 1 0 0 0 1 0 90 9 0 99 .. 0 . 0 36 I 85 2 0 95 231 04:45 PM 1 0 0 0 1 0 110 16 0 126 22 0 1 1 24 8 n I 0 94 245 Total 4 1 0 1 6 2 496 71 0 569 95 2 7 2 106 29 362 18 0 409 1090 Volume % App. 66.7 16.7 0 16.7 0.4 87,2 12.5 0 89.6 1.9 6.6 1.9 7,1 88,5 4.4 0 Total PHF .500 .250 .000 .250 .500 .250 .693 .n2 .000 .704 .720 .500 .583 .500 .736 .906 .830 .500 .000 .852 .804 1 T ME. ENING BANK A c3Jy~ ~ Jht 1m LC Ofuer Peak Hour Data i North o 5' ~o Peak Hour Begins at 04:00 PM AUTOS 1 i r - - - .... - - - - - APPENDIX C Existing Condition Analyses - - - - - - - 54 - - Two-Way Stop Control Page 1 01"2 ~O.WAYSTOPCONTROLSUMMARY General Information Site Information Analvst R. W Brindley Intersection WilliamsIBoA AQencv/Co. Tinter Associates, Inc. Jurisdiction A ventura Date Performed 08-03-06 Analysis Year 2006 Existing Analysis Time Period ~M Peak Hour Proiect Description City Of A ventura - TAl Project No. 01-2051 EastlWest Street: Williams Island Blvd. North/South Street: Bank Of America Intersection Orientation: East-West Studv Penodlhrs): 0.25 Vehicle Volumes and Adjustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Wolume lveh/h) 13 398 19 62 317 2 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.83 0.83 0.83 Hourly Flow Rate, HFR 14 442 21 74 381 2 I'veh/h) Percent Heavy Vehicles 0 - - 1 - - Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration LT TR L T TR Upstream SiQnal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 3 1 30 0 0 3 Peak-Hour Factor, PHF 0.80 0.80 0.80 0.50 0.50 0.50 Hourly Flow Rate, HFR 3 1 37 0 0 6 I'veh/h) Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Config u ration LTR LTR Delav. Queue length and level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L LTR LTR v (veh/h) 14 74 41 6 C (m) (veh/h) 1187 1102 698 823 v/c 0.01 0.07 0.06 0.01 95% queue length 0.04 0.22 0.19 0.02 Control Delay (s/veh) 8.1 8.5 10.5 9.4 LOS A A B A Approach Delay - - 10.5 9.4 file://C:\Documents and Settings\rwb\Local Settings\Temp\u2klB.tmp 8/9/2006 Two-Way Stop Control Page '2 ot '2 reh) pproach LOS Copyright lCl2005 University of Florida, All Rights Reserved B A HCS+™ Version 5.2 Generated: 8/9/2006 2:09 PM file://C:\Documents and Settings\rwb\Local Settings\Temp\u2klB.tmp 8/9/2006 Two-Way Stop Control Page 1 of2 ~O.WAYSTOPCONTROLSUMMARY General Information Site Information Analyst R. W Brindley Intersection Williams/BoA ~gency/Co. Tinter Associates, Inc. Jurisdiction ~ ventura Date Performed 08-03-06 lAnalysis Year 2006 Existinq lAnalysis Time Period PM Peak Hour Proiect Description City Of Aventura - TAl Project No. 01-2051 EastlWest Street: Williams Island Blvd. North/South Street: Bank Of America Intersection Orientation: East-West Study Period (hrs: 0.25 ehicle Volumes and Adjustments Maior Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 18 362 29 71 496 2 Peak-Hour Factor, PHF 0.85 0.85 0.85 0.70 0.70 0.70 Hourly Flow Rate, HFR 21 425 34 101 708 2 veh/h) Percent Heavy Vehicles 0 - - 1 - - Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 1 2 0 Config u ration LT TR L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veh/h) 7 2 95 0 1 4 Peak-Hour Factor, PHF 0.74 0.74 0.74 0.50 0.50 0.50 Hourly Flow Rate, HFR 9 2 128 0 2 8 veh/h) Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delav. Queue Length and Level of Service ~pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L LTR LTR ~ (veh/h) 21 101 139 10 C (m) (veh/h) 899 1105 680 469 ~/c 0.02 0.09 0.20 0.02 95% queue length 0.07 0.30 0.76 0.07 Control Delay (s/veh) 9.1 8.6 11.6 12.8 LOS A A B B ~pproach Delay - - 11.6 12.8 file://C:\Documents and Settings\rwb\Local Settings\Temp\u2klB.tmp 8/9/2006 Two- Way Stop Control Page 'l. ot 'l. reh) pproach LOS Copyright (0 2005 University of Florida, All Rights Reserved B B HCS+™ Version 5.2 Generated: 8/9/2006 2:12 PM file://C:\Documents and Settings\rwb\Local Settings\Temp\u2klB.tmp 8/9/2006 All-Way Stop Control Page 1 of2 ALL.WA Y STOP CONTROL ANAL YSIS General Information Site Information IAnalvst Robert W Brindley Intersection WilliamsINE 27 IlAaencv/Co. Tinter Associates Uurisdiction Aventura Date Performed 8/9/2006 ~alvsis Year 2006 Existing Analysis Time Period ~M Peak Hour Proiect 10 CftVof Aventura - TAl Pro'ect No. 01-2051 EastlWest Street: Williams Island Boulevard North/South Street: NE 27th Avenue Wolume Adiustments and Site Characteristics ~proach Eastbound Westbound Movement L T R L T R olume (vehlh) 89 301 8 3 442 126 % Thrus Left Lane 50 50 IAoDroach Northbound Southbound Movement L T R L T R Volume (vehlh) 63 25 2 37 10 47 Yo Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 0.78 0.78 0.87 0.87 0.84 0.87 Flow Rate (veh/h) 306 203 257 398 106 107 % Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.4 0.0 0.0 0.0 0.7 0.4 Prop. Right-Turns 0.0 0.0 0.0 0.4 0.0 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hL T-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT -adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.2 -0.0 0.0 -0.3 0.1 -0.2 DeDarture Headway and Service Time hd, in~ial value (s) 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.27 0.18 0.23 0.35 0.09 0.10 hd, final value (s) 6.29 6.07 5.96 5.70 6.80 6.46 x, final value 0.53 0.34 0.43 0.63 0.20 0.19 Move-up time, m (s) 2.3 2.3 2.0 2.0 Iservice Time, ts (s) 4.0 3.8 3.7 3.4 4.8 4.5 CaDacitv and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h) 556 453 507 621 356 357 Delay (s/veh) 16.00 11.90 13.01 17.62 11.49 10,99 LOS C B B C B B Approach: Delay (s/veh) 14.36 15.81 11.49 10,99 LOS B C B B Intersection Delay (slveh) 14.57 file://C:\Documents and Settings\rwb\Local Settings\Temp\u2k32.tmp 8/9/2006 AlI- Way Stop Control Page 2 01'2 Ilntersection LOS Copyright (C) 2005 University of Florida, All Rights Reserved B HCS+™ Version 5.2 Generated: 8/912006 2:23 PM file://C:\Documents and Settings\rwb\Local Settings\Temp\u2k32.tmp 8/9/2006 All-Way Stop Control Page 1 of2 ALL-WAY STOP CONTROL ANALYSIS General Information Site Information IAnalyst Robert W. Brindley Intersection WilliamslNE 27 IlAgency/Co. Tinter Associates Jurisdiction IAventura Date Performed 8/9/2006 Analvsis Year 12006 Existing Analysis Time Period PM Peak Hour Proiect 10 c7fV of Aventura - TAl Project No. 01-2051 EastlWest Street: Williams Island Boulevard North/South Street: NE 27th Avenue Volume Adiustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Ivolume (vehlh) 132 271 41 5 303 64 Yo Thrus Left Lane 50 50 IADDroach Northbound Southbound Movement L T R L T R Volume (vehlh) 30 16 1 64 29 89 Yo Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR LT TR LTR LTR PHF 0.78 0.78 0.87 0.87 0.84 0.87 Flow Rate (vehlh) 342 226 178 247 55 208 Yo Heavy Vehicles 0 0 0 0 0 0 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adiustment Worksheet Prop. Left-Turns 0.5 0.0 0.0 0.0 0.6 0.4 Prop. Right-Tums 0.0 0.2 0.0 0.3 0.0 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hL T -adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT -adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.2 -0.2 0.0 -0.2 0.1 -0.2 DeDarture Headway and Service Time hd, in~ial value (s) 3.20 3.20 3.20 3.20 3.20 3.20 , initial 0.30 0.20 0.16 0.22 0.05 0.18 hd, final value (s) 6.22 5.80 6.18 5.95 6.82 6,04 1\., final value 0.59 0.36 0.31 0.41 0.10 0.35 Move-up time, m (s) 2.3 2.3 2.0 2.0 Service Time, ts (s) 3.9 3.5 3.9 3.7 4.8 4.0 CaDacltv and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ~apacity (veh/h) 568 476 428 497 305 458 Delay (slveh) 17.49 11.79 11.57 12.71 10.62 12.23 LOS C B B B B B ~proach: Delay (slveh) 15.22 12.23 10.62 12.23 LOS C B B B Intersection Delay (slveh) 13.51 file://C:\Documents and Settings\rwb\Local Settings\Temp\u2k32.tmp 8/9/2006 All-Way Stop Control Ilntersection LOS Copyright ~ 2005 University of Florida, All Rights Reserved B HCS+™ Version 5.2 file://C:\Documents and Settings\rwb\Local Settings\Temp\u2k32.tmp Page 2 of2 Generated: 8/9/2006 2:28 PM 8/9/2006 Traffic Study L Lst. I ~S:' Tinter Associates, Inc. Transportation Engineers 3303 West Commercial Blvd.' Ste 20 I · Ft. Lauderdale, FL 33309 (954) 484-3633' Fax (954) 484-9612 · www.tinter.com TRAFFIC STUDY AVENTURA NE 203rd Street INTERSECTIONS: NE 2800 BLOCK . NE 29th Court - NE 20th Place Tinter Project No. 01-2051-AA Prepared for: CRAVEN, THOMPSON & ASSOCIATES, INC 3563 N.W. 53rd Street Fort Lauderdale, Florida 33309 Prepared by: J\ Tinter Associates, Inc. . Transportation Engineers 3303 West Commercial Boulevard. Suite 201. Ft. Lauderdale, Florida 33309 Voice (954) 484-3633 . Fax (954) 484-9612 Web Site http://www.tinter.com September 2006 01-2051-AA Aventura September 2006 2 TABLE OF CONTENTS INTRODUCTION................................................................................................................. 4 EXISTING CONDITIONS............................................................. ....................................... 5 TRAFFIC DATA COLLECTION .......................................................................................... 9 IDENTIFICATION OF ALTERNATIVES ............................................................... ............ 13 CONCLUSIONS AND RECOMMENDATIONS ................................................................ 21 LIST OF FIGURES FIGURE 1 - LOCATION OF STUDY AREA .......................................................................7 FIGURE 2 - EXISTING ROADWAY CONDITIONS ........................................................... 8 FIGURE 3 -INTERSECTION TURNING MOVEMENT COUNTS ................................... 15 FIGURE 4 - ALTERNATIVE ONE..................................................................................... 16 FIGURE 5 - ALTERNATIVE TWO .................................................................................... 17 FIGURE 6 - ALTERNATIVE THREE ................................................................................ 18 FIGURE 7 - ALTERNATIVE THREE (AERIAL) ............................................................... 19 APPENDICES APPENDIX A - EXISTING CONDITION PHOTOGRAPHS ............................................. 23 APPENDIX B - TRAFFIC COUNTS........... .............. ..... ................. ................ ................... 63 APPENDIX C - SIGNAL TIMING.... ....................................... ....... .................... ............... 75 APPENDIX D - CAPACITY ANALySES......... ......... .............. ........................................... 77 APPENDIX E - VISUAL OBSERVATIONS ON 8-15-06 ................................................. 84 3 INTRODUCTION Tinter Associates, Inc. as a subconsultant to Craven Thompson, was retained by the City of Aventura to analyze traffic conditions on NE 203rd Street from NE 2800 Block to NE 29th Place for ways to improve traffic flow, reduce confusion, and improve safety. Figure 1 shows the location of the study area. This report presents the findings, analyses, data, photographs, and concept sketches for three alternatives for this section of roadway. The associated costs are estimated and made a part of the study. 4 EXISTING CONDITIONS The study area consists of NE 203m Street between NE 2800 Block and NE 20th Place in Aventura, Florida. Three closely spaced signalized T-intersections (approximately 350 feet separate the three signalized intersections) are located within the study segment of NE 203m Street. The three study intersections are listed below: 1.0 NE 2800 Block: This intersection provides direct access to the Promenade Shops located on the northeast corner of Biscayne Boulevard and NE 203m Street. 2.0 NE 29th Court: This intersection provides access to the Biscayne Garden Apartments Located on the south side of NE 203m Street between Biscayne Boulevard and NE 29th Avenue. 3.0 NE 29th Place: This is a North-South collector roadway linking NE 203m Street on the north side with Aventura Boulevard on the south. The study section of NE 203m Street generally consists of one eastbound through lane, Two westbound travel lanes, and auxiliary lanes (left and right-turning lanes). The Recently - constructed Echelon urban interchange is located immediately west of the study area. The urban interchange provides two signal- controlled intersections, one above the other, at the intersection system formed by Biscayne Boulevard, NE 203m Street, Dixie Highway, and the FEe railroad. Several site visits were conducted at different times of day to observe traffic conditions along the study section of NE 203m Street. There are no posted speed limits within the study area and motorist confusion is evidenced by weaving and erratic maneuvers observed along the study area. Random pedestrian activity was observed where very few pedestrians utilized the crosswalks provided for that purpose. Random bicycle activity was also noticed across busy travel lanes. A bus was observed to stop in the middle of NE 203m Street, picking up a 5 passenger in the chevron-stripes directly across from the NE 2800 Block entrance, against the green light. Analyses results indicate these intersections have ample capacity to process the demand, however, operational deficiencies are currently found within the study area. Weaving and erratic maneuvers caused in part by the decision the motorists have to make to either keep right to go to 1-95 or keep left to go to US-1 are complicating factors. This is further compounded by having three closely spaced signals within a distance of approximately 350 feet. Legibility distance of the signals is somewhat sacrificed due to windstorm displacement of the original calibration features of these lights and natural aging processes. In order to improve on the above described conditions we have identified three potential Alternatives which are presented later in this report. Figure 2 depicts the existing roadway conditions of NE 203rd Street between NE 2800 Block and NE 29th Place. Appendix A contains numerous photographs illustrating the existing conditions along the study area. 6 01-2051.AA ---- t ~ Tinter Associates, Inc. Transportation Engineers . 3303 W. Commercial Blvd. Ste, 201 Ft. Lauderdale, FL 33309-3412 www.tinter,com (954) 484-3633 Fax: (954) 484-9612 .. -....--...,.--- --'- FIGURE NE 203rd Street Study Study Area Location 1 m ,:, Tinter Associates, Inc. Transportation Engineers . 3303 W, Commercial Blvd., Sle. 201 Ft Lauderdale, Florida 33309 , (954) 484-3633 Fax: (954) 484-9612 City of Aventura . NE 203rd St. Study Existing Conditions o ~~ , , , , , , ~2~~ '1 ( '~~\r U II "'- 1 HIlI ~J · ~ t II ~~-l ~mA~uE~ "11 I vr). rT1 ~ ~It o ,1 , ,'1 -..__...,~ I I NE 2800 BLOCK c:::J ~ ~ ~ I - - I :II 0 ~II IIII ~ ~ - NE 29th PLACE - o T N o !!) j. l> TRAFFIC DATA COLLECTION Tinter Associates, Inc., in association with Crossroads Engineering Data, Inc., collected intersection turning movement counts at the following intersections located along NE 203111 Street: 1. NE 2800 Block 2. NE 29th Court 3. NE 29th Place The intersection turning movement counts were undertaken during the morning (7:00 to 9:00) and afternoon (4:00 to 6:00) peak periods. Figure 3 presents the intersection turning movement counts during the AM and PM peak hours. The raw traffic counts, as collected in the field, are contained in Appendix B. 9 SIGNAL TIMING Signal timing data was obtained from Miami Dade County and is presented in APPENDIX C. 10 CAPACITY ANALYSES: Capacity analyses were conducted for all intersections in the study area and are presented in APPENDIX D. The results of the intersection capacity analyses conducted at the three study intersections are presented below: TABLE 1 INTERSECTION LEVEL OF SERVICE AM PEAK HOUR PM PEAK HOUR NE 2800 Block NE 29th Court NE 29th Place B B A D A B Source: 2000 Highway Capacity Manual As indicated in Table 1, the three study intersections have ample capacity to accommodate the current vehicular demand. However, the close proximity of the three intersections, coupled with the numerous weaving and erratic maneuvers being performed by motorists traveling within the study area, result in poor operating and less than desirable safety conditions along the study segment of NE 203rd Street. These deficiencies are not detected with current analytical tools, such as the Highway Capacity Manual. 11 VISUAL OBSERVATIONS ON 8-15-06 APPENDIX E contains a minute by minute record of observations made during a site visit on 08-15-06. It should be noticed that these observations were made in August. It is believed that during the peak season even more congestion is expected. 12 IDENllFICA liON OF AL lERNA liVES Three possible alternatives were identified after review and analysis of the data to date. These alternatives are presented as One, Two, and Three in order to keep the discussion oriented within the boundaries for each alternative. } Alternative One: The first alternative mostly consists of Signing and Signalization Improvements. New signs, more appropriate to the conditions, supplemented by pavement markings should be of assistance to motorists making their travel decisions. In addition, signal maintenance activities are needed for the Optically Programmable Signals to re-calibrate the viewing distances and improve legibility. It is also recommended that the three signalized intersections be better coordinated I fine tuned for better progression within the study area. Figure 4 depicts the improvements associated with Alternative One. } Alternative Two: The second alternative consists of incorporating all the features of Alternative One and relocating the driveway at 29th Court to a position directly across from the NE 2800 Block driveway. This would eliminate one signal. A median landscaped divider is proposed to control vehicle flow and eliminate the signal at NE 29th court. This improvement is schematically illustrated in Figure 5. 13 >> Alternative Three: The third alternative would be to open up a new drive way off NE 29th place before the intersection at 29th place and Aventura Boulevard. This would give the residents of Biscayne Garden Apartments a new entrance. Analysis of the intersection at Aventura Boulevard and 29th place indicate that southbound queues will extend north past this location. This has been confirmed by field observations. Therefore this new driveway should be restricted to right in fright out only. Additionally the NE 29th Court intersection would be converted to a right turn inf right turn out driveway and therefore the existing traffic signal at this location would be eliminated. Figure 6 presents the improvements associated with Alternative Three in graphical form. Figure 7 presents an aerial view of the suggested modifications for the new driveway. 14 ~ is o ~ o .~ /lJ NE 203 5t xx = AM PEAK HOUR TRAFFIC (XX) = PM PEAK HOUR TRAFFIC City of Aventura Q N.T.S. ~ ~ (65)31..t t. 79{174} (309)31S-+ +- 316{519} To Biscayne +- 46(74) 01-2051.AA t Tinter Associates, Inc. Transportation Engineers .\ 3303 W. Commercial Blvd. Ste. 201 , Ft. Lauderdale, FL 33309-3412 (954) 484-3633 Fax: (954) 484-9612 www.tinter.com.Cert. of Auth.No.00004149 FIGURE 3 Peak Hour Counts o T N o !!! j. )> Be J G en C) :z c ~ r- en ....EJ@ ....a ~ Nf 29th COURT '1 G NE 29th PlACE ill!! liliIii ~ e - l!I!! ~ lllii Z m ~~ w a. (I) ~ m ~ ~ ." :II o ~ CO) m :II o )> c I I ~ ~ ~ ro , I :cP I I , NE 2800 BLOCK II ~ I .q , , , , I , .... ' ...~, , , , , I ~ I 1 ~ ~ ~ t II ~ ro m II ,1 , ,'1 ........'~ I I ~ e J ~t .1 Ie 1 . ~~~,,~ I, City of A ventura. NE 203rd St. Study Alternative 1 . Signage - NE 30th AVENUE ~ vr>.. III t, Tinter Associates, Inc. Transportation Engineers . 3303 W. Commerc:ial Blvd., Ste. 201 Ft Lauderdale, Florida 33309 ~") .....,~3 ,~~,,)......, .. o PI IT] 01-2051.AA --.._- -_.~- NE 203rd Street Study ._--- Alternative 2 Relocate NE 29th Court 1: ~ Tinter Associates, Inc. Transportation Engineers i . 3303 W. Commercial Blvd. St~. 201 1Ft. Lauderdale, FL 33309-3412 www.tinter.oom (954) 484-3633 Fax: (954) 484-9612 --_.- - , .- - - FIGURE 5 z m ~~ Co) a. ." ::II ;j 0 ~ I ~ B. e) I m ::II ~ ~ J G .. . ~ . en C5 Z I c ~ I -+B I ~ ~ @ I NE 2800 BLOCk -+1 I c:::J M) II e .q ~ NE 29th COURT ~ ~ 1 ~ ~ t II ~ . m I , NE 29th PLACE - ,'1 , 8! ,'1 -ii .........\11 ~ 0 0 co e 0 ~ t II~ ~ . I ,~~,~ ~, NE 30th AVENUE ~ Q .,,>... "1 I N 0 !!! j. . City of A ventura. NE 20300 St. Study Alternative 3 . New Aeeess Plan l~ Tinter Associates, Inc. Transpol1l11ion Engineers . JJOJ W. CoIllftWtill BmL, Sit. 201 Pt Laudenlale, Florida 33309 , (954) 484-3633 Pax: (954) 484-96U rn 01-2051.AA ..- FIGrRE NE 203rd Street Study ---------. Alternative 3 New Access Plan t'~ Tinter Associates, Inc. Transportation Engineers . 3303 W. Commercial Blvd. Ste. 201 Ft. Lauderdale, FL 33309-3412 www.tinteLcom (954) 484-3633 Fax: (954) 484-9612 c-._ _ .._. 7 Existing Conditions: Intersection capacity I level of service analyses were undertaken and presented in APPENDIX C. These analyses were performed for the AM and PM peak hours using the 2000 Highway Capacity Software. 20 CONCLUSIONS AND RECOMMENDATIONS There are basically two recommendations to improve existing traffic conditions at this portion of 203rd Street. The following strategy is suggested: 1.0 Implement Alternative One immediately 2.0 Pursue Alternative Two for additional improvements This strategy is suggested because Alternative One only requires coordination with FOOT and Miami Dade County. Alternative two requires input from the Biscayne Garden Apartments Homeowners and could take considerable more time. Alternative Three has some operational disadvantages that make it less attractive. Other, less important recommendations are offered in compliance with the statements in the Introduction for "ways to improve traffic flow, reduce confusion, and improve safety." As can be seen in APPENDIX A -Photographs, the trees that have grown over existing guide signs could be trimmed for better visibility. The Metro Dade County bus system could be urged to instruct their drivers not to use the middle of NE 203rd Street as a bus stop. Pavement markings could be used to supplement guide signs to assist motorists to know which lane to use for their destinations. Police enforcement could be used to help prevent the inordinate amount of u-turns of eastbound traffic from US-1 occurring at NE 203rd Street at NE 2800 Block. Police enforcement could be used to prevent uncontrolled pedestrian traffic across the study area. 21 The cost associated with the above improvements is estimated as follows: Alternative One - $5,000 to $10,000 Alternative Two - $ 50,000 to $100,000 Alternative Three - $ 100,000 to $ 150,000 22 - - - - - - - - - APPENDIX A Photographs of Existing Conditions - - - - - - - - 17 - .."---"",.. I I I I / I 1 I I I ( , I / t ( r I .- J I I I I .1 i ! ~ , l' ",f. , ,'- r ,,1-..: '~'i ,!, ..,' .- : ~,' '1.1 1r , :~:~ j ,.Hi ~~. ~ &,:, \1, .~ ~},~ :~,~.,~~;,' \ .j' "ii'" ~,.. ; · 'ft, ":fi, ',J, , .\,'~i~~(j,$t v.! ,~~~ t' (?; ,) ~,,}' W';i. : ~:;' )':, 1-.~,' " ~ J; f. -/ "-f ~'.~:~" ~~'f' ,~' ~ ~fii! ~~~!:~:");~ V\~~!ll '~;r..i:1 t,,!)<.l" " \ 'I~',"" It' t'.: t':~:~\ 1:',_," f:;( ;", ;:i~j: ~j' '. ,VI ,~ 'r'. " '\ ~;it~~"" ~' '.r""""~""^ ,,- .~ "WI ..' ".",' .... "-"'. .' .- , \" , , , . I ~ '. ;:,\. ''\'x :!';~ ,lM.';'. -; '. " .~ :iF' ;,:~L ..". i \ \ ".1~~~1", "0,0';' t:, , J -~ i r 11 II f I ~r ! i I I I j , I' I . . i i I ,.. II I, I ;/ /, t / ,- - - - - - - APPENDIX B Traffic Count Data - - - - -, - - - 37 - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 2800BLCK Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time RTTO Other Rght Other Rght Other In1. Total 203 07:00 AM 5 0 2 1 14 0 0 44 5 0 161 07:15 AM 2 0 8 2 6 0 0 40 6 0 137 07:30 AM 3 0 6 0 6 0 0 58 5 0 160 07:45 AM 6 0 18 2 12 0 0 65 3 0 188 Total 16 0 34 5 38 0 0 207 19 0 646 08:00 AM 1 4 0 17 2 24 9 89 0 0 79 4 0 229 08:15 AM 3 4 0 18 0 12 8 70 1 0 78 6 0 200 08:30 AM 5 8 0 9 1 17 15 89 0 0 68 10 0 222 08:45 AM 2 .5 0 14 0 26 14 68 0 0 90 11 1 231 Total 11 21 0 58 3 79 46 316 1 0 315 31 1 882 *** BREAK *** 04:00 PM 7 13 0 37 3 33 22 111 1 0 59 11 0 297 04:15 PM 9 18 0 49 0 42 17 87 0 0 58 17 0 297 04:30 PM 9 14 0 44 0 36 16 106 0 0 73 11 1 310 04:45 PM 7 19 0 39 0 27 9 92 0 0 53 11 0 257 Total 32 64 0 169 3 138 64 396 1 0 243 50 1 1161 05:00 PM 10 17 0 37 0 32 18 172 0 0 67 22 1 376 05:15 PM 4 15 0 49 1 47 19 126 0 0 86 15 0 362 05:30 PM 12 11 0 42 1 53 21 121 0 0 72 12 0 345 05:45 PM 8 10 0 41 2 42 16 100 1 0 84 16 1 321 Total 34 53 0 169 4 174 74 519 1 0 309 65 2 1404 Grand Total 93 147 0 430 15 429 214 1519 3 0 1074 165 4 4093 Apprch % 13.6 21.5 0 62.8 2.2 19.8 9.9 70.2 0.1 0 86.4 13.3 0.3 Total % 2.3 3.6 0 10.5 0.4 10,5 5.2 37.1 0.1 0 26.2 4 0.1 AUTOS 91 142 0 426 15 419 201 1485 3 0 1023 159 4 3968 % AUTOS 97.8 96.6 0 99.1 100 97.7 93.9 97.8 100 0 95.3 96.4 100 96.9 HEAVY 2 5 0 4 0 10 13 34 0 0 51 6 0 125 VEHICLES % HEAVY 2.2 3.4 0 0.9 0 2.3 6.1 2.2 0 0 4.7 3.6 0 3.1 VEHICLES .-----..-"'...~.--."--__,___..,..__,__--~_~_..____._,_..."_'__~_"_",~" '_"___"_">"_"',"..__"~~~__~.._.n~_'_'_o,"_""~""_'..,.""._......." CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 2800BLCK Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time RTTO Other Rght Other Rght Other Int. Total 203 07:00 AM 0 0 0 1 0 0 3 2 0 10 07:15 AM 0 0 0 0 0 0 2 2 0 6 07:30 AM 1 0 0 1 0 0 4 0 0 9 07:45 AM 1 0 0 2 0 0 4 0 0 11 Total 2 0 0 4 0 0 13 4 0 36 08:00 AM 0 1 0 1 0 0 1 2 0 0 4 0 0 9 08:15 AM 0 0 0 0 0 0 1 0 0 0 9 0 0 10 08:30 AM 0 0 0 0 0 1 1 4 0 0 2 0 0 8 08:45 AM 0 1 0 1 0 2 1 5 0 0 2 1 0 13 Total 0 2 0 2 0 3 4 11 0 0 17 1 0 40 *** BREAK *** 04:00 PM 0 1 0 1 0 0 1 1 0 0 2 1 0 7 04:15 PM 0 0 0 0 0 0 1 3 0 0 3 0 0 7 04:30 PM 0 0 0 0 0 0 1 1 0 0 2 0 0 4 04:45 PM 0 0 0 0 0 1 0 4 0 0 3 0 0 8 Total 0 1 0 1 0 1 3 9 0 0 10 1 0 26 05:00 PM 0 1 0 0 0 0 1 1 0 0 1 0 0 4 05:15 PM 0 0 0 0 0 1 0 2 0 0 3 0 0 6 05:30 PM 0 0 0 0 0 0 1 2 0 0 4 0 0 7 05:45 PM 0 0 0 0 0 1 1 1 0 0 3 0 0 6 Total 0 1 0 0 0 2 3 6 0 0 11 0 0 23 Grand Total 2 5 0 4 0 10 13 34 0 0 51 6 0 125 Apprch % 18.2 45.5 0 36.4 0 17.5 22.8 59.6 0 0 89.5 10.5 0 Total % 1.6 4 0 3.2 0 8 10.4 27.2 0 0 40.8 4.8 0 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 2800BLCK Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 2800 BLOCK (SHOPPING CENTER) NE 203RD STREET NE 203RD STREET From North From East From West RT App. Thru App. App. Int. Start Time TO RT Thru Left Other Rght Thru TO Other Rght Thru Left Other 203 Total 203 Total Total Total Peak Hour Analysis From 07:00 /w, to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 1 4 0 17 2 24 24 9 89 0 122 0 79 4 0 83 229 08:15 AM 3 4 0 18 0 25 12 8 70 1 91 0 78 6 0 84 200 08:30 AM 5 8 0 9 1 23 17 15 89 0 121 0 68 10 0 78 222 08:45 AM 2 5 0 14 0 21 26 14 68 0 108 0 90 11 1 102 231 Total Volume 11 21 0 58 3 93 79 46 316 1 442 0 315 31 1 347 882 % ADD. Total 11.8 22.6 0 62.4 3.2 17.9 10.4 71.5 0.2 0 90.8 8.9 0.3 PHF .550 .656 .000 .806 .375 .930 .760 .767 .888 .250 .906 .000 .875 .705 .250 .850 ,955 2800 BLOCK (SHOPPING CENTER) Out In Total DNJ 93 ~ Peak Hour Data ~~ C'liJ' i ..I U W Ul North ::!:--l a:: C'l2--. I- ~ We; c- o_ Peak Hour Begins at 08:00 MIl a:: 1: C'l n 0 ~~~ ..... zQ Q) 1: 0 C]] C]] C]] Out In T olal CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD, COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 2800BLCK Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 2800 BLOCK (SHOPPING CENTER) NE 203RD STREET NE 203RD STREET From North From East From West RT App. Thru App. App. Int. Start Time TO RT Thru Left Other Rght Thru TO Other Rght Thru Left Other 203 Total 203 Total Total Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 10 17 0 37 0 64 32 18 172 0 222 0 67 22 1 90 376 05:15 PM 4 15 0 49 1 69 47 19 126 0 192 0 86 15 0 101 362 05:30 PM 12 11 0 42 1 66 53 21 121 0 195 0 72 12 0 84 345 05:45 PM 8 10 0 41 2 61 42 16 100 1 159 0 84 16 1 101 321 Total Volume 34 53 0 169 4 260 174 74 519 1 768 0 309 65 2 376 1404 % ADD. Total 13.1 20.4 0 65 1.5 22.7 9.6 67.6 0.1 0 82.2 17.3 0.5 PHF .708 .779 .000 .862 .500 .942 ,821 .881 .754 .250 .865 ,000 .898 .739 ,500 .931 .934 2800 BLOCK (SHOPPING CENTER) Out In Total ~ 260 em Peak Hour Data ~~ :g ~J' i 1-1- .J U w North w CD 3:.... a: o 2--+ I- ID l"l~ (JJCl"l c- o.. Peak Hour Begins at 05:00 PM a:: ~ l"l n ~~ AUTOS z::l N" HEAVY VEHIC E Gl ~ 0 DDD Out In T olal CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD, COUNTY: MIAMI-DADE File Name : 29CT@203 Site Code : 00000000 Start Date: 6/21/2006 Page No : 1 Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total Other Int. Total o 130 1 138 o 155 o 166 1 589 08:00 AM 0 0 0 0 0 108 3 0 1 0 7 0 3 84 0 0 206 08:15 AM 0 0 0 0 0 77 1 2 5 0 3 1 5 89 0 0 183 08:30 AM 0 0 0 0 0 92 1 1 3 0 14 0 5 70 0 1 187 08:45 AM 0 0 0 0 0 82 2 0 11 0 18 0 3 84 0 0 200 Total 0 0 0 0 0 359 7 3 20 0 42 1 16 327 0 1 776 *** BREAK *** 04:00 PM 0 0 0 0 0 142 4 0 6 0 3 0 5 103 0 0 263 04:15 PM 0 0 0 0 0 142 4 0 5 0 4 0 6 86 0 0 247 04:30 PM 0 0 0 0 0 136 5 0 5 0 6 0 11 114 0 0 277 04:45 PM 0 0 0 0 0 117 2 1 2 0 5 1 6 83 0 0 217 Total 0 0 0 0 0 537 15 1 18 0 18 1 28 386 0 0 1004 05:00 PM 0 0 0 0 0 221 2 0 1 0 4 1 3 86 0 1 319 05:15 PM 0 0 0 0 0 178 7 0 2 0 0 0 2 100 0 1 290 05:30 PM 0 0 0 0 0 162 3 0 1 0 3 0 9 124 0 0 302 05:45 PM 0 0 0 0 0 140 5 0 5 0 8 0 5 135 0 3 301 Total 0 0 0 0 0 701 17 0 9 0 15 1 19 445 0 5 1212 Grand Total 0 0 0 0 0 1884 44 4 66 0 114 3 83 1376 0 7 3581 Apprch % 0 0 0 0 0 97.5 2.3 0,2 36,1 0 62.3 1.6 5.7 93.9 0 0.5 Total % 0 0 0 0 0 52.6 1.2 0.1 1.8 0 3.2 0.1 2.3 38.4 0 0,2 AUTOS 0 0 0 0 0 1869 44 4 66 0 114 3 83 1368 0 7 3558 % AUTOS 0 0 0 0 0 99.2 100 100 100 0 100 100 100 99.4 0 100 99.4 HEAVY VEHICLES 0 0 0 0 0 15 0 0 0 0 0 0 0 8 0 0 23 II HEAVY VEHICLES 0 0 0 0 0 0.8 0 0 0 0 0 0 0 0.6 0 0 0.6 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD, COUNTY: MIAMI-DADE File Name: 29CT@203 Site Code : 00000000 Start Date: 6/21/2006 Page No : 1 Start Time Other Inl. Total 07:00 AM 0 1 *** BREAK *** 07:45 AM '0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 08:45 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 *** BREAK *** 04:00 PMI 0 0 0 01 0 0 0 01 0 0 0 01 0 0 01 *** BREAK *** 04:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 3 Total 0 0 0 0 0 2 0 0 0 0 0 0 0 3 0 0 5 05:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 5 05:30 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 3 05:45 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 2 0 0 5 Total 0 0 0 0 0 9 0 0 0 0 0 0 0 5 0 0 14 Grand Total 0 Apprch % 0 Total % 0 o 0 o 0 o 0 o 0 15 0 o 0 100 0 o 0 65.2 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 8 o 0 100 o 0 34.8 o 0 o 0 o 0 23 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD, COUNTY: MIAMI-DADE File Name : 29CT@203 SiteCode :00000000 Start Date : 6/21/2006 Page No : 2 Inl. T Dial .:IIM t , , , , . I. I '" lOt 08:15 AM 0 0 0 0 0 0 77 1 2 80 5 0 3 1 9 5 . 0 0 .. 183 08:30 AM 0 0 0 0 0 0 92 1 1 94 3 0 14 0 17 5 70 0 , 76 187 08:45 AM 0 0 0 0 0 0 82 2 0 84 1t 0 " 0 21 3 84 0 0 87 200 Total 0 0 0 0 0 0 359 7 3 369 20 0 42 1 63 16 327 0 1 344 776 Volume % App. 0 0 0 0 0 97.3 1.9 0.8 31.7 o 66.7 1.6 4.7 95.1 0 0.3 Total PHF .000 .000 .000 .000 .000 .000 .831 .583 .375 .831 .455 .000 .583 .250 .543 .800 .919 .000 .250 .915 ,942 2 .-OYL In Total ~ c:=::o c:=::o I J I d d d d Jht lru LC Other Peak Hour Data ~ c::J t u ~ Q) ..J ::r -0 2---4 North ~~ ~ 1: Peak Hour Begins at 08:00 AM r o~ n AUTOS r-~-.j .. 0 Q) .r:. :r 0 ~c.l CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD, COUNTY: MIAMI-DADE File Name : 29CT@203 Site Code : 00000000 Start Date: 6/21/2006 Page No : 3 Int. Total II... . . . . . . 221 m t 11. 05:15 PM 0 0 0 0 0 0 178 1 0 185 2 0 0 0 2 2 100 0 1 103 290 05:30 PM 0 0 0 0 0 0 162 3 0 165 1 0 3 0 4 . 124 0 0 133 302 05:45 PM 0 0 0 0 0 0 140 5 0 145 , 0 . 0 tl 5 111 0 I ... 301 Total 0 0 0 0 0 0 701 17 0 718 9 0 15 1 25 19 445 0 5 469 1212 Volume % App. 0 0 0 0 0 97.6 2.4 0 36 0 60 4 4.1 94.9 0 1.1 Total PHF .000 .000 .000 .000 .000 .000 .793 .607 .000 .805 .450 .000 .469 .250 .481 .528 .824 .000 .417 .820 .950 29 N Out In Total c=D c=D c=D I I d ~ d I d ~ht iru LC Other 'iii~ '0 I- Peak Hour Data i North ~-l ...0 ;j!: U ::r "'0 Peak Hour Begins at 05:00 PM AUTOS .. Q) .c o CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 29PL@203 Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total Other In!. Total 2 131 1 126 4 164 1 167 8 588 08:00 AM 0 0 0 0 0 14 11 0 5 0 87 0 64 3 0 1 185 08:15 AM 0 0 0 0 0 21 18 0 10 0 68 0 106 4 0 3 230 08:30 AM 0 0 0 0 0 15 25 0 9 0 71 0 85 15 0 1 221 08:45 AM 0 0 0 0 0 15 23 0 14 0 57 0 93 7 0 6 215 Total 0 0 0 0 0 65 77 0 38 0 283 0 348 29 0 11 851 *** BREAK *** 04:00 PM 0 0 0 0 0 38 17 0 9 0 104 0 95 14 0 1 278 04:15 PM 0 0 0 0 0 15 27 1 15 0 123 0 85 7 0 0 273 04:30 PM 0 0 0 0 0 14 12 0 15 0 135 0 106 8 0 0 290 04:45 PM 0 0 0 0 0 18 21 1 11 1 102 0 99 6 0 0 259 Total 0 0 0 0 0 85 77 2 50 1 464 0 385 35 0 1 1100 05:00 PM 0 0 0 0 0 49 21 0 6 0 164 0 78 7 0 0 325 05:15 PM 0 0 0 0 0 31 26 0 9 0 135 0 95 9 0 0 305 05:30 PM 0 0 0 0 0 26 22 0 12 0 147 0 126 4 0 0 337 05:45 PM 0 0 0 0 0 33 38 0 14 0 103 0 139 11 0 1 339 Total 0 0 0 0 0 139 107 0 41 0 549 0 438 31 0 1 1306 Grand Total 0 0 0 0 0 330 296 2 145 2 1522 1 1415 111 0 21 3845 Apprch % 0 0 0 0 0 52.5 47.1 0.3 8.7 0.1 91.1 0,1 91.5 7.2 0 1.4 Total % 0 0 0 0 0 8,6 7.7 0.1 3.8 0.1 39.6 0 36.8 2.9 0 0.5 AUTOS 0 0 0 0 0 330 296 2 145 2 1522 1 1388 111 0 21 3818 % AUTOS 0 0 0 0 0 100 100 100 100 100 100 100 98.1 100 0 100 99.3 HEAVY VEHICLES 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 27 " HEAVY VEHICLES 0 0 0 0 0 0 0 0 0 0 0 0 1.9 0 0 0 0.7 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD, COUNTY: MIAMI-DADE File Name : 29PL@203 Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 Int. T olal ...IlI . . . . 0 0 14 11 0 15 5 . II 12 08:15 AM 0 0 0 0 0 0 " 18 0 39 10 0 68 0 78 ,. 4 0 3 111 DO 08:30 AM 0 0 0 0 0 0 15 15 0 .. 9 0 71 0 80 85 15 0 1 101 221 08:45 AM 0 0 0 0 0 0 15 23 0 38 14 0 57 0 71 93 7 0 I 106 215 Total 0 0 0 0 0 0 65 77 0 142 38 0 283 0 321 348 29 0 11 388 851 Volume %App. 0 0 0 0 0 45.8 54.2 0 11.8 o 88.2 0 89.7 7.5 0 2.8 Total PHF .000 .000 .000 .000 .000 .000 .774 .770 .000 .888 .679 .000 .813 .000 .872 .821 .483 .000 .458 .858 .925 N 9 H ~ In Total ~ c:::il c:::il J I I d d d d 'hi iru lC Other Peak Hour Data ~~ i u :r -0 North ~~m =~ Peak Hour Begins at 08:00 !Wi r- t'l .!!::j ~~ AUTOS 0 5' ~o CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD, COUNTY: MIAMI-DADE File Name : 29PL@203 Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 Inl T Dlal .:to.. 0 . . . . 0 II '14 111 05:15 PM 0 0 0 0 0 0 31 26 0 57 9 0 135 0 144 95 9 0 0 104 305 05:30 PM 0 0 0 0 0 0 26 22 0 48 12 0 147 0 159 126 4 0 0 130 337 05:45 PM 0 0 0 0 0 0 33 " 0 71 W 0 103 0 117 ,,, 11 0 1 1" 11. Total 0 0 0 0 0 0 139 107 0 246 41 0 549 0 590 438 31 0 1 470 1306 Volume %App. 0 0 0 0 0 56.5 43.5 0 6.9 0 93.1 0 93.2 6.6 0 0.2 Total PHF .000 .000 .000 .000 .000 .000 .709 .704 .000 .866 .732 .000 .837 .000 .868 .788 .705 .000 .250 .778 .963 9 .....QYL In T olal L.Jj c=o c=o I I d ~ did ~hl lru LC Other Peak Hour Data I~ fiJ i U ..I ~ "'0 2---+ North ~;!~ s~ ~ 2(.0) co ~ Peak Hour Begins al 05:00 PM (') r-~ n AUTOS ,r-CD 0 ~ =..., ... 0 Q) .t: 9' 5 ~o - - - - - - pIA - - APPENDIX C Signal Timing - - ".. - ".. ,.. ,.. 55 ".. ,.. Signal Timing Data for US-l in A ventura Page 4 of 4 900 9 121 12 99 12 4 1 7 13 1 4 2 20 5 14 180SCH HRS 915 7 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180AVG 1330 1 37 7 54 12 4 1 7 18 1 4 2 10 5 14 125AM PEAK 1400 3 121 16 99 12 4 1 7 13 1 4 2 16 5 14 180SCH HRS 1530 5 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180SCH HRS 1615 6 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180AVG PM 2300 2 65 7 77 12 4 1 7 13 1 4 2 17 5 14 150MID-DAY 2330 4 64 7 26 12 4 1 7 13 1 4 2 8 5 14 900FF PEAK 5757 NE 203 ST @ 2800 BLK TIMING FOR DAY # 13 (SECTION 278) PAGE 4 TIME PT OFF EWW W F Y R SG Y R EL Y R S Y M CYC MIN: 1 13 7 5 o 23 0 7 10 13 4 1 20 4 1 12 3 2 7 77 LATE NI 600 4 0 7 10 13 4 1 20 4 1 12 3 2 7 77 OFF PEA 630 1 0 7 10 13 4 1 20 4 1 12 3 2 7 77 AM PEAK 700 7 0 7 25 13 4 1 25 4 1 18 3 2 7 103AVG M2 0 1100 12 0 7 25 13 4 1 25 4 1 18 3 2 7 103 AVG M2 1330 6 0 7 25 13 4 1 25 4 1 18 3 2 7 103 AVG PM 2300 2 0 7 20 13 4 1 20 4 1 15 3 2 7 90 MID-DAY 2330 4 0 7 10 13 4 1 20 4 1 12 3 2 7 77 OFF PEA 5918+4905 NE 203 ST @ 29 CT & PL TIMING FOR DAY # 13 (SECTION 278) PAGE 4 TIME PT OFF NW F Y R EWG Y R XW F NL Y R S Y M CYC MIN: 7 10 7 19 7 o 23 o 20 10 4 1 15 4 1 7 19 18 4 1 7 104 LATE NI 600 4 o 20 10 4 1 30 4 1 7 19 15 4 1 7 116 OFF PEA 630 1 o 20 10 4 1 25 4 1 7 19 18 4 1 7 114 AM PEAK 700 7 o 35 10 4 1 25 4 1 7 19 22 4 1 7 133AVG M2 0 -- 1100 12 o 35 10 4 1 20 4 1 7 19 22 4 1 7 128 AVG M2 1330 6 o 35 10 4 1 20 4 1 7 19 25 4 1 7 131 AVG PM -~ 2300 2 o 32 10 4 1 15 4 1 7 19 20 4 1 7 118 MID-DAY 2330 4 o 20 10 4 1 30 4 1 7 19 15 4 1 7 116 OFF PEA 7/27/2006 ,- - - - - - - - - APPENDIX D Capacity Analyses - - - - - ,. ..... - 77 "... HCS+: Signalized Intersections Release 5.2 Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 Period: AM Peak Hour Project ID: Aventura 01-2051-AA E/W St: NE 203rd Street Inter.: NE 203/2800 Block Area Type: All other areas Jurisd: Aventura Year 2006 Existing N/S St: 2800 Block No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound 1 Southbound I L T R I L T R 1 L T R I L T R I 1 I 1 1 1 1 0 I 0 1 0 I 0 0 0 I 1 0 1 1 L T I TR I I L R 131 315 I 316 79 1 158 32 112.0 12.0 1 12.0 1 112.0 12.0 1 I 0 1 I 0 Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 I A I NB Left A A I Thru A A 1 Right 1 Peds A 1 SB Left A I Thru A I Right I Peds I EB Right 1 WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red 5 6 7 8 A A 18.0 45.0 3.0 4.0 2.0 1.0 25.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) Length: 103.0 sees Appr/ Lane Lane Group Grp Capacity Approach v/c g/C Delay LOS Delay LOS Eastbound L 309 T 1230 1770 1863 0.12 0.30 0.17 0.66 36.0 D 7.6 A 10.1 B Westbound TR 792 1812 0.55 0.44 22.3 C 22.3 C Northbound Southbound L 430 1770 0.14 0.24 30.8 C 30.6 C R 384 1583 0.09 Intersection Delay = 17.8 0.24 30.3 (sec/veh) C Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 Period: PM Peak Hour Project ID: Aventura 01-2051-AA E/W St: NE 203rd Street Inter.: NE 203/2800 Block Area Type: All other areas Jurisd: Aventura Year 2006 Existing N/S St: 2800 Block No. Lanes LGConfig Vo~.ume Lan,e Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound 1 Northbound I Southbound 1 L T R I L T R 1 L T R 1 L T R I 1 1 I 1 1 1 0 1 0 1 0 I 0 0 0 1 1 0 1 I L T I TR 1 1 L R 165 309 1 519 174 I 1169 87 112.0 12.0 I 12.0 1 112.0 12.0 1 I 0 I I 0 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Area Type: All other areas Signal Operations 1 2 3 4 I A 1 NB Left A A 1 Thru A A I Right 1 Peds A I SB Left A I Thru A 1 Right I Peds I EB Right 1 WB Right Duration 0.25 5 6 7 8 A A 18.0 45.0 3.0 4.0 2.0 1.0 25.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) Length: 103.0 sees Appr/ Lane Grp Lane Group Capacity Approach v/c g/C Delay LOS Delay LOS Eastbound L 309 T 1230 1770 1863 0.23 0.27 0.17 0.66 36.9 D 7.4 A 12.5 B Westbound TR 786 1800 1.01 0.44 64.6 E 64.6 E Northbound Southbound L 430 1770 0.42 0.24 33.5 C 32.9 C R 384 1583 0.24 Intersection Delay = 44.5 0.24 31. 7 C (sec/veh) Intersection LOS = D HCS+: Signalized Intersections Release 5.2 Inter.: NE 203/NE 29 Ct Area Type: All other areas Jurisd: Aventura Year 2006 Existing Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 Period: AM Peak Hour Project ID: Aventura Ol-2051-AA E/W St: NE 203rd Street SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound Southbound L T R 1 L T R 1 L T R L T R I I 0 1 1 I 1 1 0 I 0 0 0 0 0 0 T R I L T I LR 327 16 17 312 142 20 12.0 12.0 112.0 12.0 I 12.0 0 I I 0 N/S St: NE 29th Court No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 1 5 6 7 8 A I NB Left A A I Thru A 1 Right A 1 Peds A I SB Left A I Thru A 1 Right I Peds 1 EB Right I WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red 75.0 4.0 1.0 22.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) Length: 107.0 secs Appr/ Lane Lane Group Grp Capacity Approach v/c g/C Delay LOS Delay LOS Eastbound T 1306 R 1110 Westbound L 689 T 1306 Northbound LR 354 Southbound 1863 1583 0.27 0.02 0.70 0.70 6.0 4.8 6.0 A A A 983 1863 0.01 0.29 0.70 0.70 4.8 6.1 A A 6.1 A 1723 0.32 0.21 36.7 D 36.7 D Intersection Delay = 10.1 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Inter.: NE 203/NE 29 Ct Area Type: All other areas Jurisd: Aventura Year 2006 Existing Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 Period: PM Peak Hour Project ID: Aventura 01-2051-AA E/W St: NE 203rd Street SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound Southbound L T R I L T R I L T R L T R I I 0 1 1 I 1 1 0 I 0 0 0 0 0 0 T R I L T I LR 445 19 117 610 115 9 12.0 12.0 112.0 12.0 I 12.0 0 I I 0 N/S St: NE 29th Court No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 I 5 6 7 8 A I NB Left A A I Thru A I Right A I Peds A I SB Left A I Thru A I Right I Peds I EB Right I WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red 75.0 22.0 4.0 4.0 1.0 1.0 Cycle Length: 107.0 Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/e g/C Delay LOS Delay LOS sees Appr/ Lane Lane Group Grp Capacity Eastbound T 1306 R 1110 Westbound L 531 T 1306 Northbound LR 352 Southbound 1863 1583 6.9 0.42 0.70 0.02 0.70 7.0 4.9 A A A 758 1863 0.04 0.70 0.58 0.70 5.0 8.7 A A 8.6 A 1714 0.14 0.21 35.0- C 35.0- C Intersection Delay = 8.8 (sec/veh) Intersection LOS = A HCS+: Signalized Intersections Release 5.2 Inter.: NE 203/NE 29 PI Area Type: All other areas Jurisd: Aventura Year 2006 Existing Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 period: AM Peak Hour Project ID: Aventura 01-2051-AA E/W St: NE 203rd Street SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound Southbound L T R I L T R I L T R L T R I I 0 1 1 I 1 1 0 I 1 0 0 0 0 0 T R I L T 1 L LR 29 348 177 57 1283 38 12.0 12.0 112.0 12.0 112.0 12.0 0 I I 0 N/S St: NE 29th Place No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 I A I NB Left A I Thru A 1 Right I Peds A 1 SB Left A I Thru A 1 Right I Peds I EB Right I WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Grp Lane Group Capacity 6 7 8 5 A A A 72.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) 25.0 4.0 1.0 Length: 107.0 secs Approach v/c g/C Delay LOS Delay LOS Eastbound T 435 R 1583 Westbound L 320 T 435 Northbound 1 1191 LR 1065 Southbound 1863 1583 0.08 0.26 0.23 1. 00 32.1 C 0.1 A 2.6 A 1369 1863 0.27 0.15 34.0 C 32.7 C 33.5 C 0.23 0.23 1770 1583 0.27 0.04 7.1 A 5.9 A 7.0 A 0.67 0.67 Intersection Delay = 9.1 (sec/veh) Intersection 10S = A HCS+: Signalized Intersections Release 5.2 Inter.: NE 203/NE 29 PI Area Type: All other areas Jurisd: Aventura Year 2006 Existing Analyst: Robert W. Brindley Agency: Tinter Associates Date: 8/16/2006 period: PM Peak Hour Project ID: Aventura 01-2051-AA E/W St: NE 203rd Street SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound 1 Northbound Southbound L T R 1 L T R 1 L T R L T R 1 1 0 1 1 1 1 1 0 I 1 0 0 0 0 0 T R I L T 1 L LR 31 438 1107 121 1549 41 12.0 12.0 112.0 12.0 112.0 12.0 0 I I 0 N/S St: NE 29th Place No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 I A 1 NB Left A I Thru A I Right I Peds A I SB Left A I Thru A 1 Right I Peds 1 EB Right I WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Lane Group Grp Capacity 5 A 6 7 8 A A 72.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Ratios Lane Group Flow Rate (s) 25.0 4.0 1.0 Length: 107.0 secs Approach Delay LOS Eastbound v/c g/C Delay LOS T 435 R 1583 Westbound L 318 T 435 Northbound L 1191 LR 1065 Southbound 1863 1583 0.09 0.36 0.23 1. 00 32.2 C 0.1 A 2.3 A 1362 1863 0.39 0.32 0.23 0.23 35.3 D 34.4 C C 34.8 1770 1583 0.53 0.04 0.67 0.67 9.3 A 5.9 A A 9.1 Intersection Delay = 10.8 (sec/veh) Intersection LOS = B - - - - - ... - "... APPENDIX E Visual Observations on 8-15-06 - - - - - ,... ,.. ,... 84 ,.. Observations on NE 203 st @ NE 29 ctl NE 2800 blk Time Activity 4.55pm U turn from NE 203 st EB to Rte 1 4.56pm U turn from NE 203 st EB to 1-95 4,59pm Vehicle weaved on NE 203 st WB from left lane to riQht lane 5,05pm Vehicle weaved on NE 203 st WB from left lane to right lane 5,07pm Vehicle weaved on NE 203 st WB from right lane to left lane 5.11pm Vehicle weaved on NE 203 st WB from right lane to left lane 5,24pm U turn from NE 19th st to 1-95 5.26pm Skateboarder came across from 29 ct to NE 2800 blk 5.28pm Pedestrian crossed across to 29 ct from NE 2800blk 5.29pm Pedestrian got into the bus in the middle of the intersection of NE 203 stlwinn dixie driveway 5.31pm Vehicle weaved on NE 203 st WB from left lane to riQht lane 5.34pm U turn from NE 19th st to Rte 1 5.34pm Pedestrian crossed to 29 ct from NE 2800 blk 5.35pm Vehicle tried to weave on NE 203 st WB from right lane to left lane 5.40pm Pedestrian crossed at NE 2800 blk (No ped crossing) 5.41pm Pedestrian crossed at NE 2800 blk (No ped crossing) 5.46pm Pedestrian crossed @ NE 29 ct across 5.47pm Pedestrian crossed to NE 29 ct from NE 2800 blk 5.51pm Vehicle weaved on NE 203 st WB from left lane to right lane 5.54pm pedestrian crossed from NE 29ct to NE 2800 61k 5,56 pm Pedestrian crossed to NE 29 ct from NE 2800 blk m FS TJ ft ~ J A U G IJ ~ T / Ii) 2.0 IJ ~ OJ-205'1-IiA ~'--~--'~"--~~--~., -'-'"~"""-'"--"~--'"-~"--'-'-"''''~ Traffic Study Biscayne Boulevard - Intersection Study September 2006 Est. 1985 ' Tinter Associates, Inc. Transportation Engineers 3303 West Commercial Blvd. - Ste 201- Ft. Lauderdale, FL 33309 (954) 484-3633' Fax (954) 484-9612 · www,tinter,corn .II_.~, 1-\ :-- "-. Tinter Associates, Inc. Transportation Engineers TRAFFIC STUDY AVENTURA East - West Intersection Along Biscayne Blvd. From N.E. 213th Street to Point East Tinter Project No. 01-2051 AC Prepared for: Craven, Thompson & Associates, rnc 3563 N.W. 53rd Street Fort Lauderdale, Florida 33309 Prepared by: LI_",.I,'\, I, ~, ~ r.. '. ~ ~ ~ I!!!! ' Tinter Associates, Inc. I Transportation Engineers 3303 West Commercial Boulevard. Suite 201. Ft. Lauderdale, Florida 33309 Voice (954) 484.3633 . Fax (954) 484.9612 Web Site http://www.tinter.com September2006 01-2051-AC A ventura Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 2 Aventura - Biscayne Blvd - Tinter Project No. 01 - 20S1-AC ."-J\ Tinter Associates, Inc. Transportation Engineers TABLE OF CONTENTS Introduction.....................................................................,............... .,............6 N.E. 213th Street.. ..... .... ........... .... ......... ..... ...................... ,..... ..... ,......... ..... ..10 Existing Conditions'lll .... 11.1.. .11.......1.... 11.11.111... 11.111.. .,.. I" .......1 III.... 11.11 ... IIII .10 Potential Improvements. ............................ ........ ,........................... ........ .... .13 N.E. 209th Street.. ..... ..., ... .................. ..... ................ ........ ....... ........... .... ....... .14 Existing Conditions.................................................,.........,.............,......,.. .14 Potential Improvements. .......... ...... ... .......,... ,................................. ........ ... ..17 N.E. 207th Street.. ..... ....... ... ............................. ............ ... ......................... ... ..19 Existing Conditions.......................................".......................................... ,19 Potential Improvements. ........................,................................................... .23 N.E. 203rd Street.. ..... ... .... ..... ................ ,. ............ .... ... ..... ... .................. .... .... .25 Existing Conditions.,................................................................................. .25 Potential Improvements. ................................,........................,.."........... ...27 N.E. 199th Street....... .......... ... ... ........ .... ,.. ...... ..... ... .................................. .... .29 Existing Conditions................................................................................,.. .29 Potential Improvements. ..................................................................,...,...., .31 N.E.196thStreet.................,.......................................................................... .32 Existing Conditions.....................,............................................................. .32 Potential Improvements. ............................................................................ .34 N. E. 195th Street.... .................. ... ................ ... ,.. .....,.. .... ............ ... ........,.., ... .35 Existing Conditions,...................................,.........................,...,............,... .35 Potential Improvements. .......... .........". .............. ....... ............ ........... .... ...... .37 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 3 Aventura - Biscayne Blvd - Tinter Project No. 01- 2051-AC --J\ Tinter Associates, Inc. Transportation Engineers William Lehman Causeway........................................................................... ..38 Existing Conditions................................................"................................. .38 Potential Improvements. ........,................................................................... ,40 N.E. 192nd Street....... ...... ... ....... ... ............ .............. .... ,..... ,. ...... ... ....... ,. ..,.... ..41 Existing Conditions. .... ,.. .......,............. ............ ...... ................................. ....41 Potential Improvements. .................................................., , ,.......... , .,....,..... .43 N. E I 191 st Street. . . . I . . I . . . I I I . I I I . I . I . . . . I I I . . . I . . . I . . I I I I . . I . . . . . I . . . I . I I . . . I . . . . I . . . . . . . . . . I . . I I . . I I . . .45 Existing Conditions.. ,. ... .......... ...... ..................... ..... ,.......................... .....,. ,45 Potential Improvements. ,..............................................,........,.,.,.....,...,..... .48 N.E. 187th Street............. ...... ........................ ................., ......... ............. ...... ..50 Existing Conditions. ......... ... ....... ............... ....,......... ....... ,.......... .... ..... ....... .50 Potential I mprovements. . . . . . . . . . . . . . .. . . . . .. . .. . . . . . . . . . . .. . , . . . . . . . . . . . .. . .. . . . , . . . . . . . . . .. . .. . , . . .54 N.E. 186th Street (Miami Gardens Drive)................,...........................................56 Existing Conditions. "....... ...,........ ........................... ...................... ..... ... .... .56 Potential I mprovements. . . . . .. . . . . . . . .. . . . , . . . .. . . . . . . . . . . .. . .. . .. . . . . . . . . . . .. . .. . .. . .. . .. . . . . . . . .. . .58 N.E. 183rd Street (Williams Island Boulevard)..................................................... .62 Existing Conditions. .... ............ ........... ....... ..... ........,............ .... ,................. .62 Potential Improvements. . ......... ,........... ............ ... ... ... ....................... ... ... .... .65 N.E. 182nd Street....... ....... ........ ...... ...................... ......... ... ................. .... ... ....67 Existing Conditions................................................................................... .67 Potential Improvements. ......,...............................................:..............,....... 70 N.E. 180th Street........ ........ ............................ ... ............... ........ .... ........ ... .... ..71 Existing Conditions. ..., ............... ..................... ... ..... .... ,.... ...................... .... .71 Potential I mprovements. . . . . . . . . . . ,. . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . .73 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 4 Aventura - Biscayne Blvd - Tinter Project No, 01 - 20S1-AC .l'I.~J~'t". --,.,\., la, )k.,.^ ~-.- .~,. Tinter Associates, Inc. Transportation Engineers N.E. 178th Street (Point East)........,...........,...,......".,.......,....."....,.,.,..,.."..." ...75 Existing Conditions.....,....".....,......."..,.............,......,.......................,....,.... 75 Potential Improvements. .....................,....,.."..,..,.................,.....,.....,.,...,.... 78 RECOMMENDATIONS:.,...,..........,....,.......".......,...."...,...,........................... ,80 APPENDICES: Appendix A: Traffic count data Appendix B: Signalization Plans Appendix C: Capacity analyses - Existing - AM I PM Appendix 0: Capacity Analyses - Proposed Improvement - AM I PM Appendix E: Improvements to N,E. 199th Street, N.E. 196th Street, N.E. 195th Street Appendix F: Level of Service Comparisons and Cost Summary Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 5 Aventura - Biscayne Blvd - Tint~r Project No. 01- 2051-AC --,:\ Tinter Associates, Inc. Transportation Engineers Biscayne Boulevard Introduction Tinter Associates, Inc. as a subconsultant to Craven Thompson, was retained by the City of Aventura to analyze traffic conditions on Biscayne Boulevard between N.E. 213th Street and N.E. 178th Street (Point East). This task encompassed the evaluation of all east-west roadway intersections to determine if modifications could be made to increase turn lane capacity and / or lengths to improve traffic flow at these locations. In addition, evaluation of on-street parking along NE 18ih Avenue was required. The research, conducted required attention to the feasibility of obtaining additional right of way to add or widen turn lanes. This report presents the results of the investigations and analyses. Figure 1A and 1 B presents an aerial view of the study area with the location of the intersections identified as circles with the appropriate figure number inside. Figure 2 is a graphic that summarizes the east-west intersections within the study area, cross referenced with their corresponding figure numbers. They are also identified as signalized or unsignalized intersections. A summary of level of Service and cost estimates for this study effort is provided in Appendix F. Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 6 Aventura - Biscayne Blvd - Tinter Project No. 01 . 2051-AC City of A ventura Intersection Studies T.\ Tinter Associates, Inc. T l1lIIportation Engineers 3303 W, Commercial BJ.d., Sco, 201 Ft LaudadoIe, Florida 33309 ",""tintor.com (9H) 484-3633 G] Intersection Location Map - North "~:'i. , \" ~)~ ~ ~\" r: \ ", I~ City of A ventura Intersection Studies T.\ Tinter Associates, Inc. Transportation Engineers 3303 W, CommercioJ BmI.. So.. 201 Ft LoudenlaIe, FIarida 33309 ",""tinter.COlII (954) 484-3633 8 Intersection Location Map - South --1:\ Tinter Associates, Inc. Transportation Engineers Figure 2 presents a summary of the intersections analyzed within the study area: Study Intersections along Biscayne Blvd. Figure # Cross Street Intersection Type Signalized/Unsignalized 3 NE 213th St T Intersection S 4 NE 209th St Four Leq S 5 NE 207th StjNE 208th St Four Leq S 6 NE 203rd St Four Leq S 7 Aventura BLVD (NE 199th St) T Intersection S 8 NE 196th St (Aventura Mall) T Intersection S 9 NE 195th St (Aventura Mall) T Intersection S 10 William Lehman Causeway T Intersection S 11 NE 192nd St T Intersection U 12 NE 191st St T Intersection S 13 NE 187th St T Intersection S 14 Miami Gardens DrjNE 186th St Four Leq S 15 Williams Island BlvdjNE 183rd St T Intersection 5 16 NE 182nd St T Intersection S 17 NE 180th St T Intersection S 18 Point East Dr, T Intersection S Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 9 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ....l.\ Tinter Associates, Inc. Transportation Engineers . N.E. 213th Street and Biscayne Boulevard The intersection of N.E. 213th Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements for the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Three through lanes and one right turn lane. Southbound - One left turn lane and three through lanes, Westbound - Two left turn lanes and two right turn lanes, Intersection turning movement counts were collected on Tuesday, June 27, 2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 3 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 213th Street and Biscayne Boulevard. Intersection capacity /Ievel of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 1. As indicated in Table 1, the intersection of N,E, 213th Street and Biscayne Boulevard is currently operating at level of service "e" during the AM peak hour and level of service "E" during the PM peak hour, The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 10 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC - en N_ t COlX) ,...en -N t. ,.. "'" ~~~~ ~~ t 382(317) f "'N ~~ f f 255(188) ttt~ ~t~ C'),..Q) -COeD ""N- - ,... ~CO N,... en- ('/) N - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM Peak TratIIc Volumes (123) = PM Peak TI'IIffIc Volumes City of A ventura Intersection Studies NE 213th ST - Exisitng Conditions t. '~ Tinter Asso~iates, .Inc. ,. - T ransportalIon Engrneers . 3303 W. Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 www.tintcr.com (954) 484-3633 FIGURE 3 ."-J\ Tinter Associates, Inc. Transportation Engineers TABLE 1 East I West Intersections Along Biscayne Boulevard NE 213th Street and Biscayne Boulevard Existing levels of Service PM Peak AM Peak c E Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 12 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC --,:, Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to improve the existing deficiencies found at this intersection, the following improvement was evaluated: Perform minor signal timing changes to give more green time to the westbound approach and the southbound left-turn movement at this intersection. With the above improvement in place, the intersection of N.E. 213th Street and Biscayne Boulevard is projected to operate adequately during both peak periods. The capacity /Ievel of service analyses conducted for this intersection, assuming the above improvements, are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $1,000,00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 13 Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC --1:\ Tinter Associates, Inc. Transportation Engineers . N.E. 209th Street and Biscayne Boulevard The intersection of N.E. 209th Street and Biscayne Boulevard is a signalized four legged intersection located in northeast Miami-Dade County, The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - One left turn lane, two through lanes and one shared through/ right-turn lane. Southbound - One left turn lane, two through lanes and one shared through/right-turn lane. Eastbound - One shared left-turn / through lane and one right-turn lane. Westbound - One approach lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 4 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 209th Street and Biscayne Boulevard. Intersection capacity/level of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 2. As indicated in Table 2, the intersection of N.E. 209th Street and Biscayne Boulevard is currently operating at level of service "C" during the AM peak hour and level of service "e" during the PM peak hour. The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 14 Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC ..... T'" CX) 0 .....C\I..... T'" ..... I() T'""'"('Il to 7(83) .....CD..... IOCClIft 1~~~ "''''CCI .. 0(21) t ~~~ f 1(25) ~ ~ ttt. (40)26 J ~t,. l (1)9 .. cot,...... (87)68 l 1ID~"'" ,.. CO) C;)~..... OlC\l .....CX) It) ~ LANE GEOMETRY TRAFFIC VOLUMES Legend m = AM PtIk TrafIIc VoIUIIIIS (???) = PM PtIk TnIfIIc VoIUIIIIS ~ City of A ventura Intersection Studies NE 209th ST - Existing Conditions t ~Tinter Associates, Inc. , . Transportation Engineers .' 3303 W. Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 , www.tinter.com (954) 484-3633 FIGURE 4 --J.\ Tinter Associates, Inc. Transportation Engineers TABLE 2 East I West Intersections Along Biscayne Boulevard NE 209th Street and Biscayne Boulevard Existing Levels of Service AM Peak PM Peak c c Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 16 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC .1m1lJ.~-r.. "~, I.' Tinter Associates, Inc. Transportation Engineers · Potential Improvements: In order to improve traffic flow at this intersection, the following improvement was evaluated: Construct one additional westbound approach lane, The lane assignment on their approach should include a shared left-turn / through lane and an exclusive right- turn lane, This improvement is schematically presented in FIGURE 4A. With the above improvements in place, the intersection of N.E. 209th Street and Biscayne Boulevard is projected to operate better than existing conditions during both peak periods. The capacity /Ievel of service analyses conducted for this intersection, assuming the above improvements are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $15,000.00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 17 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~H ~ ..; (Construct) ~ ~tt~ PROPOSED LANE GEOMETRY f = Proposed Geometry Change NE 209th ST - Proposed Improvements t .\Tinter Associates, Inc. '. ' Transportation Engineers , _, 3303 W, Commercial Blvd.) Stc. 201 Ft. Lauderdale, Florida 33.109 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 4 A ...- -r: \ , Tinter Associates, Inc. Transportation Engineers . N.E. 207th Street and Biscayne Boulevard The intersection of N.E. 207th Street and Biscayne Boulevard is a signalized four legged intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements for the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - One left turn lane, three through lanes, and one right turn lane, Southbound - One left turn lane, two through lanes, and one shared through/right-turn lane. Eastbound - One shared through and left and right turn lane, Westbound - One left turn lane, one shared left through lane, and right turn lane, Intersection turning movement counts were collected on Tuesday, June 27, 2006 during the AM and PM peak periods, APPENDIX A contains the traffic counts as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 5 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 20ih Street and Biscayne Boulevard, Intersection capacity/level of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 3. As indicated in Table 3, the intersection of N,E. 207th Street and Biscayne Boulevard is currently operating at level of service "E" during Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 19 Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC --,:\ Tinter Associates, Inc. Transportation Engineers the AM peak hour and level of service "F'l during the PM peak hour. The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 20 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC 1H~ i f t ~ttt~ - N <0 0_ N(f) -(f) _CO/),.. 0=- _CIO.... a.-a:. t. 110(126) .. 11(17) f 439(435) ~~~ (10)7 J ~ t ~ (41)24 .. 1)0,- (114)100 l S!. ~ ~ C;;~iO ,..(f)0) -CON 11)- N - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM Peak Traffic VolulII8I (123) = PM Peak Tl'aftIc VoIulII8I City of A ventura Intersection Studies NE 207th ST - Existing Conditions t ~Tinter Associates, Inc. " Transportation Engineers '., '. 3303 W, Commercial Blvd.) Ste, 201 - Ft. Lauderdale) Florida 33309 www.tinter.com (954) 484--3633 FIGURE 5 --t.\ Tinter Associates, Inc. Transportation Engineers TABLE 3 East I West Intersections Along Biscayne Boulevard NE 207th Street and Biscayne Boulevard Existing Levels of Service AM Peak PM Peak E F Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 22 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ..._,:.\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to improve the existing deficiencies found at this intersection the following improvements were evaluated: Restrict the eastbound approach to right-turns only. The amount of vehicles that would be affected is not significant. Moreover, the affected vehicles were re- assigned to the signalized intersection of N.E. 209th Street and Biscayne Boulevard (this intersection has additional capacity to accommodate the additional traffic loads). This modification would eliminate a signal phase at their intersection. Additionally, a third westbound left-turn lane should be implemented at this intersection. This improvement can be accommodated by taking one of the two eastbound through lanes (only one eastbound lane is needed). With the above improvements in place, the intersection of N.E. 20yth Street and Biscayne Boulevard is projected to operate adequately during both peak periods. The capacity /Ievel of service analyses conducted for this intersection, assuming the above improvements are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $25,000.00, Copyright @ 2006 Tinter Associates, Inc, All rights reserved Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC Page 23 1~~~ t. ~ f (Construct) l ~ttt~ PROPOSED LANE GEOMETRY f = Proposed Geometry Change NE 207th ST - Proposed Improvements t'~Tinter Associates, Inc. " " Transportation Engineers . _,' " 3303 W, Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 5 A ---1:\ Tinter Associates, Inc. Transportation Engineers · N.E. 203rd Street and Biscayne Boulevard The intersection of N.E. 213th Street and Biscayne Boulevard is a signalized four legged intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Two left turn lanes (by ramp), three through lanes, and a shared right through lane. Southbound - One left turn lane, three through lanes, and shared right turn lane, Eastbound - One left turn lane, three through lanes, and a right turn lane by ramp. Westbound - One left turn lane, one through lane, and one right turn lane, all by ramps. Figure 6 summarizes the existing lane geometry of N.E. 203rd Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 25 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ,-.. 0. E CIl a:: >> m ...... t ... (By Ramp) f ~~~~~ J J ~ l ~~ ttt~ ,-.. ,-.. 0.0. E E ~~ >->- mm ............ LANE GEOMETRY City of A ventura Intersection Studies NE 203rd ST - Existing Conditions t '~Tinter Associates, Inc. Transportation Engineers . ,',,' 3303 W, Commercial Blvd" Ste. 201 - Ft L.udenl.lo, Florid, 33309 www.tmter.com (954) 484-3633 FIGURE 6 --1:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: An urban interchange was recently implemented at this intersection by the Florida Department of Transportation. This interchange currently provides the maximum number of lanes at both upper and lower levels. However, it is recommended that a dual right tum configuration be provided by adding a second right tum lane in the Eastbound direction at Biscayne Boulevard. Figure 6A represents the roadway geometry to implement this improvement. Cost: For this improvement is estimated to be $2,000.00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC Page 27 ,-. 0. E CD a: >. lD ..... t ~~~~~ .. (By Ramp) f $ ~~ttt~ T ,-. ,-. 0.0. l E E ~~ >.>. lDlD .......... PROPOSED LANE GEOMETRY f = Proposed Geometry Change ~. NE 203rd ST - Proposed Improvements t'~' Tinter Associates, Inc. H ".., Transportation Engineers , _ , 3303 W, Commercial Blvd.) Ste, 201 ,.. " Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 6 A .u_~\ Tinter Associates, Inc. Transportation Engineers . N.E. 199th Street and Biscayne Boulevard The intersection of N.E. Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Five through lanes and one right turn lane. Southbound - Two left turn lanes and three through lanes. Westbound - Two left turn lanes and one right turn lane, Figure 7 summarizes the existing lane geometry of N.E. 199th Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 29 Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC ~H~~ ; f ttttt ~ LANE GEOMETRY, ,.... co..... 0(1') 10,... ("11(1') ""'''''' c(c( zz ~~ t. NA(479) f NA(272) t,. c(c( zz ,....,.... co ("II ("11("11 (1')("11 (1')"'" ...... TRAFFIC VOLUMES Legend 123 = AM Pelle TI'IIfic Valumes (234) " PM PtIk TrlfflcVofume& City of A ventura Intersection Studies FIGURE A ventura Blvd. - Existing Conditions ,.. ~Tinter Associates, Inc. " " - Transportation Engineers _, ',', 3303 W. Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 www,tintcLcom (954) 484-3633 7 ."-J\ Tinter Associates, Inc. Transportation Engineers · Potential Improvements: This intersect!on has been evaluated in detail as part of the A ventura Mall Expansion Program. The results of detailed analyses for that project resulted in the improvements illustrated in Appendix E. Therefore no additional cost effective recommendations are made. Copyright @ 2006 Tinter Associates, Inc, All rights reserved Page 31 Aventura - Biscayne Blvd - Tinter Project No, 01 - 2051-AC --l\ Tinter Associates, Inc. Transportation Engineers · N.E. 196th Street and Biscayne Boulevard The intersection of N.E. 196th Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Four through lanes and one right turn lane. Southbound - Two left turn lane and three through lanes. Westbound - Two left turn lanes and one right turn lane. Figure 8 summarizes the existing lane geometry of N.E. 196th Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 32 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC .-. ~ .-. ~~ t. NN .......... ~~~~ 4(4( to NA(378) f zz ~~ f f NA(132) tttt ~ t~ 4(.( zz .-. .-. 0lC"') 0l0l ~..... C"') -- LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM PeIk TrIIIIc ValU11181 (234) = PM Pelk Tntflc Volumes City of A ventura Intersection Studies NE 196th ST. - Existing Conditions t ~Tinter Associates, Inc. ,. '. Transportation Engineers , . 3303 W. Commercial Blvd., Ste. 201 .. Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE 8 --t.\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: This intersection has been evaluated in detail as part of the Aventura Mall Expansion program. The results of detailed analyses for that project resulted in the improvements are illustrated in Appendix E. Therefore no additional cost effective recommendations are made. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 34 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC -1ft 1:\ Tinter Associates, Inc. Transportation Engineers . N.E. 195th Street and Biscayne Boulevard The intersection of N.E. 195th Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Four through lanes and one right turn lane. Southbound - One left turn lane and three through lanes. Westbound - Two left turn lanes and one right turn lane. Figure 9 summarizes the existing lane geometry of N.E. 19Sth Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 35 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC .-. N 0).-. co,.. t. NO) ~~~~ ~~ t NA(159) f zz ~~ f f NA(490) tttt ~ t~ 0(0( zz -.-. 0"'"' 100 ,..co (Y)- - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM PeIk Traffic Volumes (234) = PM Peak Traffic VoIU11l11 City of A ventura Intersection Studies NE 195th ST. - Existing Conditions t ~Tintcr Associates, Inc. Transportation Engineers ... 3303 W. eom_ial Blvd., Sf<. 201 Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE 9 --~\ Tinter Associates, Inc. Transportation Engineers · Potential Improvements: This intersection has been evaluated in detail as part of the A ventura Mall Expansion program. The results of detailed analyses for that project resulted in the improvements are illustrated in Appendix E. Therefore no additional cost effective recommendations are made. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC Page 37 ."-1:\ Tinter Associates, Inc. Transportation Engineers · William Lehman Causeway and Biscayne Boulevard The intersection of the William Lehman Causeway and Biscayne Boulevard is a signalized T-Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Four through lanes and one right turn lane. Southbound - Two left turn lanes and three through lanes. Westbound - Three left turn lanes and two right turn lanes. Figure 10 summarizes the existing lane geometry of the William Lehman Causeway and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 38 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC t. - 'It..-.. ",",(7) } N,.. (\110 -- ~~~~~ 0(0( t NA(773) f zz ~~ f f NA(628) tttt rt t~ 0(0( zz ..-.. ..-.. (')0 'ltN "'"''It ('11- - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM Peak TraftIc Volumes (234) = PM Peak TI'Ifflc Voluma City of A ventura Intersection Studies .t ~Tinter Associates, Inc. ... . .. . Transportation Engineers a. 3303 W. Commercial Blvd., Ste. 201 ... Ft Lauderdale, Florida 33309 . www.tinter.com (954) 484--3633 FIGURE W. Lehman Cswy. - Existing Conditions 10 ..._,:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: This is a fully expanded intersection that currently provides the maximum lanes possible. No cost effective additional improvements are feasible. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 40 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ---,:\ Tinter Associates, Inc. Transportation Engineers . N.E.192"d Street and Biscayne Boulevard The intersection of N.E. 192nd Street and Biscayne Boulevard is a stopped- controlled T-Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Three through lanes and one shared through/right-turn lane. Southbound - One left turn lane and four through lanes. Westbound - One right turn lane. Figure 11 summarizes the existing lane geometry of N.E. 192nd Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 41 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC HH~ t ttt~ LANE GEOMETRY City of A ventura Intersection Studies NE 192nd ST. - Existing Conditions t ~Tinter Associates, Inc. Transportation Engineers a. 3303 W. Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 . www.tinter.com (954) 484-3633 FIGURE 11 ..-J.\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to enhance safety at this intersection, the following improvement was evaluated: Construct a raised curb barrier along the entire length of the first parking space located on the south east corner of this intersection. This construction will prevent vehicles making a right turn from Biscayne Boulevard from colliding with a parked car in this position, improving safety. This improvement is schematically presented in FIGURE 11A. With the above improvement in place, the intersection of N.E. 192nd Street and Biscayne Boulevard is expected to help the right turn movement to be accomplished smoother and with greater safety. It is recommended that the City of Aventura approach the owner of this property and request implementation of this improvement. It is recommended that the City of Aventura approach the owner of this property and request implementation of this improvement. Costs: The costs associated with this improvement is estimated to be $2,500.00. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 43 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~~~~ t. tt~ LANE GEOMETRY NE 192nd ST. - Proposed Improvements t '~Tinter Associates, Inc. '. ...... Transportation Engineers ..... 3303 W. Commercial Blvd., Stc. 201 - '. Ft. .Lauderdale, Florida 33309 WWW.tmtcr.com (954) 484-36.13 FIGURE City of A ventura Intersection Studies 11 A ~~-J\ Tinter Associates, Inc. Transportation Engineers . N.E. 191st Street and Biscayne Boulevard The intersection of N.E. 191st Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection' (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - One left turn lane (u-turn), three through lanes, and one shared throughlright-turn lane. Southbound - One left turn lane and four through lanes. Westbound - Two left turn lanes and one right turn lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts, as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 12 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 191st Street and Biscayne Boulevard. Intersection capacity Ilevel of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 4. As indicated in Table 4, the intersection of N.E. 191st Street and Biscayne Boulevard is currently operating at level of service "EI during the AM peak hour and level of service "0" during the PM peak hour. The existing conditions capacityllevel of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 45 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC - ,.. CO..-.. 10(') "'''''' -N t ,.. - 0... t 102(382) ~~~~ ~ 0.... f New) ~~ f f 106(413) ~ttt~ ..t~ CI...N ,..,..co -Cl"-" N,..(') N ..-.. co -""'- ('II ,.. (f) - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM Peak TrafIlc Volumes (234) = PM Peak TraftIc Volumes r City of A ventura Intersection Studies NE 191st ST. - Existing Conditions t.~Tinter Associates, Inc. . . "", " ; Transportation Engineers " '. 3303 W. Commercial Blvd., Ste. 201 . Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE ,12 ~-1:\ Tinter Associates, Inc. Transportation Engineers TABLE 4 East I West Intersections Along Biscayne Boulevard NE 191st Street and Biscayne Boulevard AM Peak Existing Levels of Service PM Peak E D Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 47 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC _.._~\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to improve the existing deficiencies found at this intersection the following improvement was evaluated: Restripe the westbound approach to provide triple westbound left turns and one exclusive right turn lane. This can be accomplished by taking some of the right of way on the north side of the street to construct the dedicated right turn lane. It is also recommended to modify the signal timing to improve the turning movements. This improvement is schematically presented in FIGURE 12A. With the above improvement in place, the intersection of N.E. 1915t Street and Biscayne Boulevard is projected to operate adequately during both peak periods. The capacity /level of service analyses conducted for this intersection, assuming the above improvements, are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $75,000.00. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 48 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~~~~ ~ t (Construct) f f -f ~ ttt~ PROPOSED LANE GEOMETRY f = Proposed Geometry Change City of A ventura Intersection Studies NE 191st ST. - Proposed Improvements 1, ~' Tinter Associates, Inc. . -' Transportation Engineers ! ~. 3303 W. Commercial Blvd., Ste. 201 , . ' . Ft. ,Lauderdale, Florida 33309 .... ,,,., www.tJnter.com (954) 484-3633 FIGURE 12 A -..-,..\ Tinter Associates, Inc. Transportation Engineers . N.E. 18th Street and Biscayne Boulevard The intersection of N.E. 18ih Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Three through lanes and one shared through/right-turn lane. Southbound - Two left turn lanes and three through lanes. There is a free-flow through lane that feeds directly into the westbound lanes of Miami Gardens Drive. This free-flow lane is not controlled by the traffic signal and therefore, was not included in the capacity analyses. Westbound '- One left turn lane and one shared left/right-turn lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts, as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 50 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ._~\ Tinter Associates, Inc. Transportation Engineers Figure 13 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 187th Street and Biscayne Boulevard. Intersection capacity flevel of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 5. As indicated in Table 5, the intersection of N.E. 18ih Street and Biscayne Boulevard is currently operating at level of service "C" during the AM peak hour and level of service "F" during the PM peak hour. The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 51 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~H~~ } f tttt. ... f T ~,. .-. C\I co co_ ('II co -('II 0,..- ~ ~ t. 35(21) ~ ~ f 201(416) t~ Nt-. NO ~... N...... .-. ,.. Ol(7) Ol- ,..- (') - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = AM Peak TraffIc Volumes (234) = PM Peak Trafllc Volumes ...., . ~~~ ".}~I~f~"~ ,y r~'"- 4 ", 4 ,. ~ , City of A ventura Intersection Studies NE 187th ST. - Existing Conditions 1 'Tinter Associates, Inc. Transportation Engineers ' · 3303 W. CommercW Blvd., Ste. 201 .. Ft. Lauderdale, Florida 33309 < www.tinter.com (954) 484-3633 FIGURE 13 _I.'I.UJ.--.-r. l. 1-' Tinter Associates, Inc. Transportation Engineers TABLE 5 East I West Intersections Along Biscayne Boulevard NE 187th Street and Biscayne Boulevard AM Peak Existing levels of Service PM Peak c F Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 53 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC .".1:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to improve the existing deficiencies found at this intersection, the following improvement was evaluated: It is recommended to eliminate the parallel parking on the northside of N.E. 18ih Street. Add a triangular channelization in the alley way between N.E. 187th and Miami Gardens Drive to eliminate the northbound left turn movement at this location. Also add a protective curb corner at each end of the parking spaces on the south side of N.E. 18ih Street. These improvements are schematically presented in FIGURE 13A. With the above improvements in place, the intersection of N.E. 18ih Street and Biscayne Boulevard is projected to operate with better efficiency. The capacity/level of service analyses conducted for this intersection, assuming the above improvements are contained in APPENDIX D. Note: Future improvements to N.E. 187th Street will be evaluated after the extension road to Miami Gardens Drive has been constructed and evaluated for performance. Costs: The costs associated with this improvement is estimated to be $4,000.00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 54 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC H~~~ } f tttt. ~ f T ~~ LANE GEOMETRY ~ ,-, . r' I \.... NE 187th ST. - Proposed Improvements 1:~'Tinter Associates, Inc. ~', ,'" Transportation Engineers 3303 W. Commercial Blvd., Ste. 201 : :.'\ Ft. .Lauderdale, Florida 33309 " ,. www.b.nter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 13 A ..._,:\ Tinter Associates, Inc. Transportation Engineers . Miami Gardens Drive and Biscayne Boulevard The intersection of Miami Gardens Drive and Biscayne Boulevard is a signalized four legged intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and are intended to improve the operating conditions of the intersection. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Two left turn lanes, four through lanes, and one shared right turn lane. Southbound - One left turn lane, four through lanes, and one right turn lane. Eastbound - Two left turn lanes, and one shared left turn lane, and one right turn lane. Westbound - One shared left turn lane and one shared right turn lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM Peak periods. APPENDIX A contains the traffic counts as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 14 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of Miami Gardens Drive and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 56 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~HH~ ~ t ~~tttt. l ,... ,..C') 0(\1 .....C') (\1(\1,... ..... ""0 G~~ ...m... ......C') t 0(24) .. 158(243) f 47(75) .,~~ (935)1179 J (101)44 ... (373)464 l ~t~ ~tS~ "...~ .....;!:.(\I 00"" 11)0) .....C') (\I "" LANE GEOMETRY TRAFFIC VOLUMES Legend 234 = AM Peek TrafIIc Volumes (123) = PM Peak Traffic: VoIume& , J. ., ~ .~ r: , . :,- L' . ~- ~.. Miami Gardens - Existing Conditions t.~Tinter Associates, Inc. ... .. Transportation Engineers ..' 3303 W. Commercial Blvd., Ste. 201 . .. Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 14 ."-1:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: There are no recommendations for potential improvements for this intersection. It is understood that this intersection is currently being re-configured as part of the Aventura Capital Improvement Plan. The attached plan sheets ST-1 (7 of 30), ST-2 (8-30) and ST-1 (5 of 5) illustrate the new configuration of Miami Gardens Drive and the new extension road in an easterly direction. It can be seen on sheet ST-1 (7 of 30) that there will be two southbound left turns on Biscayne Boulevard to the new Miami Gardens Drive extension road. It is understood that a complete analysis of the performance of N.E. 186th Street is currently being undertaken by David Plummer Associates. Coordination with this effort by David Plummer Associates will be accomplished and future recommendations will be offered as appropriate. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 58 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC I', III ~ .8 & ~~U ......*l...... --- UII'_l"U_CT. .....,...... ....- STRlPlNGANOSIGI'WlE 1M Men:oI Group lnlem8tiona1 J j . . WM ~lHVtE)(J9S~ ~ , $ Blo<', 1, Lot 3 "AVENTURA WALGREENS SUBDIVISION" (P.B. 157, PG.43 FOIlCOHr,. sEfsr:2 1l.Z~ ~ G)llm . In);ll "";00 -I) "'r . n~Q>z '3~ i,iii~", iiF ~O;-l::o::O ::1-4 ~~" ~~ ~o ~~h" "iii "'J!~o ~~ OIllZ >z ~ "'I-I~~-1 Vl"J;; ~~ .00 "'0 mga~~ ~~ . ~U!l!( ~~ !Ii Q$~ o~ ~o ffi ~ zJo ~~ 0 . . ~ ~)> ~ "Il-< "i2i3 ~ ivZ-I )>~Oll ~~m~ ~Ul!/! '-,l. 00 RCD~ 'l'!-, 0-1 ;;-<> M ~. ,or I ll"!li :;j>" "GJ ~ . S;r . m' 0> '" ;ll ~~ ~ 0 f~ ) !t r '" , Oll ~,,~...:::..~..- ~ .... ~ ~'~.~"" ~~- ~.;;;:.;;;;~-~ '" '" -- -'- " " -.."." 0 J . -....... "'''''''~ ---- J -...,;:'~~~- -- ~~- ....... l- ""- ~~........;:;;.~-... - -..... Iv 4';;- - _ . \I\r. 1/4 O~ Ot:fiiOrv-~ __ O~ S~C~~ 1/4 O~ S \I\r : 3_5<'4<: . 114 TRACT '8" 'REGINA SQUARE SUBDIVISION' (P.8. 113. PG.27) !:\:<:.: t\:>i!7fI(" . ~ : l~ Ii f i.l \: pi II : : 3 II :: : II } I 1'11'11'1"111111"1" h III II !I 1,1 tI I ! ! ' I. . OJ.a SliD 101.':" ~ 1,1 G II PlIllll In!ldqq i Ii I ! 1 Block 1, Lot 3 "AVENTURA WALGREENS SUBDIVISION" (P.B. 157, PG.43 I - --.-:- -'"":. -::::"':::'-:=i_ I I .--.- , n ( IIIII ~ u:: ~ ill kl '. II" , i } < m "" Z 'U -I , UlelD !Dello ...llI;l>O UlO ^ ..-~... - $;l>- \IUlrr o-oa ~OJJ~ w~m m z (f) , :~I i ; . - ,. :--+-~ Iii; .--- !l.lJ -- -- ---- ll~;l>b GlOr'"' j,.ZQW w ')] m m z (f) 1 I II! III! M,6M "-^Cl"D.IC' [RVC EX'1'OOQ\J ~ en r ,', ~'i\) -t ~ III ~ q ....- STRIPlNGANJSIG~GE Ql I ~ ~ ~ _ Men:oI Group InIemationaI !ill\) ~! ...... M. ~~P.E: ~ ~ ur_ _Hl..cr. 'I L-- ...._.1. _l&:c''',1WQ --- II JI Ii "' Jl _~w;lJ ~s:()~ . ~~~ ~Qzo w> m, ~~ ~, 3'-)" l-)" ~ ~ z ~ ~I~ ~ ~ ~ ~ ~ ~, - <C",\- ;\.".!1, till I \ '~.';L!I. '" I.~ '-1 ." ~ <I I ~; I t~.. ,,'0 , \' ~]; \1\ ~ ~~ ~l','II' I ,,10 "'"i' ~:"""I~' l'.....L)\I~ ~~~. r...: J.11 · h-", I' U ~) ~I I::Yt i' 1,1 1,1 !<i n 1:1 6., ,. .....:, \1 1\1' JII , n ;; m ill ~\ \ ',:. III ~:rE~ ',........1,., -7 j' \ \~t:I!~ I ~ . "" i \ III ':> ", -". ,.i. I '\1, \~ 1 I . 11 ~ V'I i i \ \: 1 " I 1 I '.. ':>' ,. ", : \ \' I "I I III r" , ! ! <:, ! H: I l... ' . , , " ; " , ...:. < ' .,/ j! i ! .111 (; ~, .,' t "1 i I I I, I "'11 ' ,1. \ :. x: /\'1. '\ " '\ ! I ',111 ", I ~ ~~ ~ I I 1 (" \, /: I' ) t \l ~I~J " \ " 'A -:r' J '..Lil I I I .. : I , I I I I I I {t ~ :) Iii n ~,~ n })1 V H J w ..... ::;:..y;, ~:::,_l ::.~; --- "'. JIl - -- - __ """""T --- ----~ ::~"';fr'''"'''''' <1 ! '. ~..~-:.::~~~..~..:~t::1:'T'~'r<>':.~ FOR CONTI NUAn ON SEE PROJB:T NAllBI TERZErTO PARC8. "11", aJ ENT I IlEllCOl GROUP I NTERNAn ONAL LEGEND NOTE: ALL STOP BARS & DIRECTIONAL ARROWS SHALL BE THERMOPLASTIC. ALL MARKINGS IN ROW TO BE THERMOPLASTIC. ~ 1lJIl_1 BU,II_JldRLUI Ml,f\LllMlt12 ~.4ntll2 FM.4l1oII4 ~vivjui ~>>> >--0:0< tOW~li ~ Q.1/1 OW ~~ III ~w Q.Q. ~zii: · - 0 u. ~liiO ir5z UWo l/1a:lii> w1/15"" oo(wu Wll:: a: a: o(Uw z~Q. -Wz 1/1"-0 0( _ III 1/1 5 W a: ..., I I I I-NNN <NO..... C I I I N..,'" ~-N'" D' ~ lll~ f~ ~~ Db ~ ~ ~ f z@ ~ o g , II( ;;; II) wa ~ W ~~ ~ ~ II - d~ ~ ,,- of C ;oj I " I ~ ~ ~ ~ iii i Q. . ~ . z ~~,~ ~a:,~ ~~ "~ ~ ~I:~i 10 q ~ ~ ~ !I:lll 1'=:!J' IIlIlIIlIr. GAp. "_lit. GAp. 0IIlIIIl .. V. SEllE ![II ~lJIR IlAE 01J22J04 IIOltT No (E.02() lIlT: ST-1 SCfS ~-l\ Tinter Associates, Inc. Transportation Engineers · N.E. 183rd Street and Biscayne Boulevard The intersection of N.E. 183rd Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Three through lanes and one shared through/right-turn lane. Southbound - Two left turn lanes and four through lanes. Westbound - One left turn lane and one right turn lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM Peak periods. APPENDIX A contains the traffic counts, as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 15 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 183rd Street and Biscayne Boulevard. Intersection capacity /level of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 6. As indicated in Table 6, the intersection of N.E. 183rd Street and Biscayne Boulevard is currently operating at level of service "C" during the AM peak hour and level of service "C" during the PM peak hour. The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 62 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ..-.. ('II ('1)- 0<0 ~v G~ lI)lt) t. 239(231) ~~~~~~ t. 00 ,.. ,.. ~~ f f 209(279) ttt~ t~ CD.... m~ ,....-.. ..-..0) cr)v r('ll co- N - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 · All Peak TI'Ifflc Volumes (123) · PM Peak TI'IffIc VlIIumes City of A ventura Intersection Studies t ~Tinter Associates, Inc. · .. Transportation Engineers _ 3303 W. Commercial Blvd., Ste. 201 Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE Williams Island Blvd. - Existing Conditions 15 --,:\ Tinter Associates, Inc. Transportation Engineers TABLE 6 East I West Intersections Along Biscayne Boulevard NE 183rd Street and Biscayne Boulevard AM Peak Existing Levels of Service PM Peak c c Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 64 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC --,:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: Even though the intersection as a whole is operating adequately, the westbound approach is experiencing long queues. In order to reduce the length of queues on the westbound approach, the following improvement was evaluated: Construct a second left turn lane westbound by removing part of the median barrier. Add new striping and minor signal timing adjustments to accommodate this turning movement. This improvement is schematically presented in FIGURE 15A. With the above improvement in place, the westbound approach is projected to operate better during both peak periods. The capacity /Ievel of service analyses conducted for this intersection, assuming the above improvements, are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $50,000.00. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 65 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~~~~~~ t f (Construct) tttt. PROPOSED LANE GEOMETRY f = Proposed Geometry Change Williams Island Blvd. - Proposed Improvements 1" ;~Tinter Associates, Inc. ", -. ... , Transportation Engineers '.. "....... 3303 W. Commercial Blv~., Ste. 201 ". " ~ Ft. Lauderdale, Flonda 33309 ...:.. . www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 15 A ."-l\ Tinter Associates, Inc. Transportation Engineers . N.E. 182nd Street and Biscayne Boulevard The intersection of N.E. 18td Street and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - Three through lanes and one shared through/right-turn lane. Southbound - One left turn lane and four through lanes. Westbound - One left turn lane and one right turn lane. Intersection turning movement counts were collected on Tuesday, June 27,2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts, as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 16 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 182nd Street and Biscayne Boulevard. Intersection capacity Ilevel of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 7. As indicated in Table 7, the intersection of N.E. 18td Street and Biscayne Boulevard is currently operating at level of service "A" during the AM peak hour and level of service uBu during the PM peak hour. The existing conditions capacityllevel of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 67 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC .-. 0 0) N N.-. -,.. Cleo ....- t 57(30) ~~~~~ t NN NN f ~~ f 28(33) ttt~ t~ ........ ,...-. ...('11 ,..:!. .-. (7) 10 0 cr) - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = All Peak TratIIc Volumes (234) = PII Peak TrIIfIc Volumes NE 182nd ST - Existing Conditions t ~Tinter Associates, Inc. - . Transportation Engineers . . 3303 W. Commercial Blvd. Ste. 201 Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 16 ..._~\ Tinter Associates, Inc. Transportation Engineers TABLE 7 East I West Intersections Along Biscayne Boulevard NE 182nd Street and Biscayne Boulevard AM Peak Existing Levels of Service PM Peak A B Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 69 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC --f.\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to minimize delays on the westbound approach at this intersection, the following improvement was evaluated: Perform minor signal timing modifications to improve turning movements. With the above improvements in place, the intersection of N.E. 182nd Street and Biscayne Boulevard is projected to operate adequately during both peak periods. The capacity Ilevel of service analyses conducted for this intersection, assuming the above improvements are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $1,000.00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 70 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC _.._~\ Tinter Associates, Inc. Transportation Engineers . N.E. 180th Street and Biscayne Boulevard The intersection of N.E. 180th Street and Biscayne Boulevard is a signalized Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - One left turn lane, three through lanes, and one shared through/right-turn lane. Southbound - One left turn lane, three through lanes, and one shared through/right-turn lane. Westbound - One left turn lane and one right turn lane. Eastbound - One right turn lane (This approach is not controlled by the traffic signal). Intersection turning movement counts were collected on Tuesday, June 27, 2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts, as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 17 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of N.E. 180th Street and Biscayne Boulevard. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 71 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC - ,.. ""'- ,..<0 ('11('11 -,... ..-..G)_ LOin., t 161(195) 1~~~~ t. _NlC) ~Nr f ~~~ f 94(69) l ~ttt~ (7)19 l ~t,. CQCIOO ,..,..U) ""11)"-" cr)rO) ~ ..-..0 -~r r- CD C'II - LANE GEOMETRY TRAFFIC VOLUMES Legend 123 = All Peak TraftIc Valumes (123) = PM Peak Traffic VoII1/1l11 ill .. , " I ;,:/ I' ~.~'. t ....' " .' i1 ;It,,,,l ~t , NE 180th ST - Existing Conditions t ~Tinter Associates, Inc. . Transportation Engineers . .. . 3303 W. Commercial Blvd.) Ste. 201 .. Ft. Lauderdale, Florida 33309 www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 17 .QiW~\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to improve the westbound approach at this intersection, the following improvement was evaluated: Provide an exclusive right-turn lane on the westbound approach. This improvement is schematically presented in Figure 17 A. Add signs that say "Right Lane Must Turn Right," to prevent any through traffic at this point. Also add signs that say "Left Lane Must Turn Left," to prevent through traffic at this point. With the above improvement in place, the intersection of N.E. 180th Street and Biscayne Boulevard is projected to operate adequately during both peak periods. The capacity! level of service analyses conducted for this intersection, assuming the above improvements are contained in Appendix D. The City of Aventura should contact the owner for the installation of the signs. Costs: The costs associated with this improvement is estimated to be $400.00 Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 73 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC 1~~~~ t f t ~ttt~ ADD SIGNS ADD SIGNS LANE GEOMETRY LEFT LANE ; MUST , TURN LEFT i A (" ! RIGHT LANE MUST TURN RIGHT B ~ ,. '''',\1' " , r ,/ '~',:I n~ .~~ NE 180th ST - Proposed Improvements .t'~Tinter Associates, Inc. . '-,' i Transportation Engineers ',' .. " 3303 W. Commercial Blv~., Ste, 201 '".. "', Ft. Lauderdale, Flonda 33309 , , , ..www.tinter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 17 A ."._"_.e______ ___"'___~'_____~~'_"'__'_"__~"_"__"__'__"_"_',".~., ",. -~J\ Tinter Associates, Inc. Transportation Engineers . Point East Drive and Biscayne Boulevard The intersection of Point East Drive and Biscayne Boulevard is a signalized T- Intersection located in northeast Miami-Dade County. The following sections address the existing conditions of the intersection and improvements intended to improve the operating conditions of the intersection (turning movements) and enhance safety. Existing Conditions: The existing geometry of this intersection is presented below: Northbound - One left turn lane (u-turn), three through lanes, and one shared through/right turn lane. Southbound - One left turn lane and four through lanes. Westbound - One left turn lane and one right turn lane. Intersection turning movement counts were collected on Tuesday, June 27, 2006 during the AM and PM peak periods. APPENDIX A contains the traffic counts as collected in the field. The existing signal timing was obtained from Miami Dade County Signals and Signs Division and is included in APPENDIX B. Figure 18 summarizes the existing lane geometry and the adjusted (for peak season) AM and PM peak hour volumes of Point East Drive and Biscayne Boulevard. Intersection capacity /level of service analyses were undertaken for this intersection following the procedures outlined in the 2000 Highway Capacity Manual. The results of this effort are presented in TABLE 8. As indicated in Table 8, the intersection of Point East Drive and Biscayne Boulevard is currently operating at level of service IlBIl during the AM peak hour and level of service "B" during the PM peak hour. The existing conditions capacity/level of service analyses are presented in APPENDIX C. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 75 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~~~~~ t f ~ttt~ - 'It CX).-. COCO N,.. -('II 'P' _ 00 N~ N,.. ~~ t 63(51) f 12(64) flt~ ""'~CW) ~IX):!. co,..cx) -~"'" 0)- 'It ,.. cr) - LANE GEOMETRY TRAFFIC VOLUMES Lagend 123 = AM Peak Traffic VoIU11l11 (123) = PII Peak Traftlc VoIUfllll t .~ Ii] . '. 'lI< ,. Point East Dr. - Existing Conditions 1:~. Tinter Associates, Inc. . . -.- '. Transportation Engineers . . 3303 W. Commercial Blvd., Ste. 201 ..11 .\, Ft .Lauderdale, Florida 33309 ." . www.tl.nter.com (954) 484-3633 FIGURE City of A ventura Intersection Studies 18 . --~~---"~-------._........._-,------,-,.".____.",__..~",.....".._",~'_~_._,_~,_" _.,. ~*"~_~"'n....""" ..'_~ __ H".m_".~.."".. _'. --'&\ Tinter Associates, Inc. Transportation Engineers TABLE 8 East I West Intersections Along Biscayne Boulevard Point East Drive Biscayne Boulevard AM Peak Existing Levels of Service PM Peak B B Source: 2000 Highway Capacity Manual Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 77 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC ~-1:\ Tinter Associates, Inc. Transportation Engineers . Potential Improvements: In order to minimize delays on the westbound approach at this intersection, the following improvement was evaluated: Minor signal timing changes to improve turning movements. Add new signs for U- TURNERS southbound at this intersection to yield to right turners exiting N.E. 178th Street. With the above improvements in place, the westbound approach is projected to operate better during both peak periods. The capacity /Ievel of service analyses conducted for this intersection, assuming the above improvements are contained in APPENDIX D. Costs: The costs associated with this improvement is estimated to be $1,400.00. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 78 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC "'---~----'--'----~--~""-~-"---------'>-""'''.~ .".-.. ..,,"..._.-...,.......,,_....~..._......,.,...__'....__".."._....,~. -" ..-.' , _.' _........_"N." ADD SIGN U-TURN YIELD TO RIGHT TURN City of A ventura Intersection Studies Point East Dr. - Proposed Improvements ~~~~~ t f ~ ttt~ LANE GEOMETRY .' . Ii] ., c ,. , , - " i' " 1:~Tinter Associates, Inc. - ' .. , Transportation Engineers , ,\, 3303 W. Commercial Blvd., Ste. 201 · . 1m \ Ft LaudenlaJe, Florida 33309 , , , WWW.tInter.com (954) 484-3633 FIGURE 18 A ..- -r: \ Tinter Associates, Inc. Transportation Engineers - The foregoing analysis has addressed transportation-related features associated with the study area. From the analysis completed the following can be recommended: . N.E. 213th Street - It is recommended to perform signal timing modifications to provide more green time in the east-west direction. . N.E. 209th Street. It is recommended to make a shared through left westbound at this Intersection. It is also recommended to make signal timing changes. . N.E. 20ath street - It is recommended to make this street a right turn only. . N.E. 20th Street - It is recommended to take one of the eastbound lanes and make triple lefts at this intersection. Also make the striping agree with the signing. In addition, perform signal timing optimization. · N.E. 203rd Street - It is recommended that a dual right turn configuration be provided in the eastbound direction at Biscayne Boulevard. · William Lehman Causeway - No recommendations. · N.E. 199th Street - No recommendations. · N.E. 196th Street - No recommendations. · N.E. 19Sth Street - No recommendations. · N.E. 192nd Street - It is recommended to eliminate the first parking space and construct a corner barrier to improve safety of negotiating the southeast corner of this intersection. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 80 Aventura - Biscayne Blvd - Tinter Project No. 01 - 20S1-AC r--._'~--'--'-~--'~---'_..'---'--""'""'~'--~''''''--'---,.........,.^'..- _.._~\ Tinter Associates, Inc. Transportation Engineers · N.E. 191st Street - It is recommended to lengthen the westbound left turn lane and take right of way on the North side of the street, making a triple left turn configuration. It is also recommended to make signal timing optimization adjustments. · N.E. 187th Street - It is recommended to remove all of the parking places on the North side of the street and stripe the parking places on the south side of the street to prevent motorists from jockeying into unmarked spaces. It is also recommended to add triangular channelization in the alleyway between N.E. 18ih and Miami Gardens Drive to eliminate a northbound turn. · N.E. 186th Street - No recommendations - New Capital Improvement Program. Coordination with David Plummer Associates will be accomplished and future recommendations will be offered as appropriate. · N.E. 183rd Street - (Williams Island Boulevard) - It is recommended to add another left turn lane in the westbound direction and make appropriate signal timing changes. . N.E. 182nd Street. It is recommended to make minor signal timing modifications. · N.E. 180th Street - It is recommended to add signs for Right Lane Must Turn Right and Left Lane Must Turn Left to prevent through traffic at this point, and make signal timing changes. · N.E. 178th Street - (Point East) - It is recommended to make minor signal timing changes to improve turning movements at this intersection and add a new sign for U- TURNERS at this intersection to yield to right turners. Copyright @ 2006 Tinter Associates, Inc. All rights reserved Page 81 Aventura - Biscayne Blvd - Tinter Project No. 01 - 2051-AC - - - APPENDIX A - - Traffic Count Data - - - - - - - - - CLIENT: TINER & ASSOIATES JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 TEL: 305-233-3997 FAX: 305-233-7720 File Name : bisC@point Site Code : 00000000 Start Date : 8/29/2006 Page No : 1 Start Time Other In1. Total 07:00 AM 0 662 07:15 AM 0 766 07:30 AM 0 928 07:45 AM 0 988 Total 0 3344 08:00 AM 0 522 26 0 5 0 15 0 9 441 1 0 2 0 0 0 1021 08:15 AM 0 527 33 0 12 0 18 0 12 496 1 0 0 0 0 0 1099 08:30 AM 0 524 37 0 22 0 15 0 8 509 2 0 0 0 0 0 1117 08:45 AM 0 484 35 0 20 0 16 0 11 595 3 0 0 0 0 0 1164 Total 0 2057 131 0 59 0 64 0 40 2041 7 0 2 0 0 0 4401 *** BREAK *** 04:00 PM 0 576 62 0 11 0 22 0 13 724 17 0 0 0 0 0 1425 04:15 PM 0 627 49 0 17 0 16 0 19 697 11 0 0 0 0 0 1436 04:30 PM 0 588 58 0 20 0 23 0 18 654 7 0 0 0 0 0 1368 04:45 PM 1 521 47 0 10 0 19 0 18 765 10 0 0 0 0 0 1391 Total 1 2312 216 0 58 0 80 0 68 2840 45 0 0 0 0 0 5620 05:00 PM 1 631 49 0 14 0 23 0 28 714 25 0 0 0 0 0 1485 05:15 PM 0 616 45 0 14 0 13 0 13 792 10 0 0 0 0 0 1503 05:30 PM 0 614 58 0 11 0 12 0 13 680 13 0 0 0 0 0 1401 05:45 PM 0 646 50 0 9 0 12 0 19 757 15 0 0 0 0 0 1508 Total 1 2507 202 0 48 0 60 0 73 2943 63 0 0 0 0 0 5897 Grand Total 2 8744 584 0 219 0 257 0 209 9125 117 0 5 0 0 0 19262 Apprch % 0 93.7 6.3 0 46 0 54 0 2.2 96.6 1.2 0 100 0 0 0 Total % 0 45.4 3 0 1.1 0 1.3 0 1.1 47.4 0.6 0 0 0 0 0 AUTOS 2 8603 199 0 219 0 255 0 208 8973 2 0 5 0 0 0 18466 % AUTOS 100 98.4 34.1 0 100 0 99.2 0 99.5 98.3 1.7 0 100 0 0 0 95.9 HEAVY VEHICLES 0 138 3 0 0 0 1 0 1 152 0 0 0 0 0 0 295 % HEAVY VEHICLES 0 1.6 0.5 0 0 0 0.4 0 0.5 1.7 0 0 0 0 0 0 1.5 U-TURNS 0 3 382 0 0 0 1 0 0 0 115 0 0 0 0 0 501 % U.TURNS 0 0 65.4 0 0 0 0.4 0 0 0 98.3 0 0 0 0 0 2.6 CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 CLIENT: TINER & ASSOIATES TEL: 305-233-3997 FAX: 305-233-7720 JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE File Name : bisc@point Site Code : 00000000 Start Date : 8/29/2006 Page No : 2 BISCA YNE BLVD POINT EAST DR BISCA YNE BLVD POINT EAST DR From North F rom East From South From West Start Rght Thru Left Other Rght Thru Left Other Rght Thru Left Other 1 Rght Thru Left Other Time Apjl. ToIII Apjl. ToIII Apjl.ToIII ApjlToIII Int. T oIal Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08'00 AM 08:00 AM 0 522 26 0 548 5 0 15 0 20 9 441 1 0 451 2 0 0 0 2 1021 08:15 AM 0 527 33 0 560 12 0 18 0 30 12 496 1 0 509 0 0 0 0 0 1099 08:30 AM 0 524 37 0 561 22 0 15 0 37 8 509 2 0 519 0 0 0 0 0 1117 08:45 AM 0 484 35 0 519 20 0 16 0 36 11 595 3 0 609 0 0 0 0 0 1164 Total Volume 0 2057 131 0 2188 59 0 64 0 123 40 2041 7 0 2088 2 0 0 0 2 4401 % ADD. Total 0 94 6 0 48 0 52 0 1.9 97.7 0.3 0 100 0 0 0 PHF .000 .976 .885 .000 .975 ,670 .000 .889 ,000 ,831 .833 .858 .583 ,000 .857 .250 ,000 .000 .000 ,250 .945 BISCAYNE BLVD Out In Total Dilii~[illO 1 I 1 01 2 5 1311 01 ~ht 1ru LC Other Peak Hour Data ~~ i u ::rtn -co 0 North +-;1 I- ~.5 20 UJ Peak Hour Begins at 08:00 AM I- Z AUTOS 5~ ll.:;, ... HEAVY VEHICLES Gl . N .c 15 ~ CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 CLIENT: TINER & ASSOIATES TEL: 305-233-3997 FAX: 305-233-7720 JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE File Name : bisc@point Site Code : 00000000 Start Date : 8/29/2006 Page No : 3 BISCA YNE BL VO POINT EAST OR BISCA YNE BL VO POINT EAST OR From North F rom East From South From West Start Rg Th Lef Rgh Thr Left Other Rgh Thr Left Other Rgh Thr Left Other - App. TaIII t App. Total t App. Total t App. Total Int. Total Time ht ru t u u u Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05'00 PM 05:00 PM 1 631 49 0 681 14 0 23 0 37 28 714 25 0 767 0 0 0 0 0 1485 05:15 PM 0 616 45 0 661 14 0 13 0 27 13 792 10 0 815 0 0 0 0 0 1503 05:30 PM 0 614 58 0 672 11 0 12 0 23 13 680 13 0 706 0 0 0 0 0 1401 05:45 PM 0 646 50 0 696 9 0 12 0 21 19 757 15 0 791 0 0 0 0 0 1508 Total Volume 1 2507 202 0 2710 48 0 60 0 108 73 2943 63 0 3079 0 0 0 0 0 5897 % ADD, Total 0 92,5 7.5 0 44.4 0 55,6 0 2.4 95.6 2 0 0 0 0 0 PHF .250 .970 .871 .000 .973 .857 ,000 .652 .000 ,730 .652 .929 .630 .000 .944 .000 .000 .000 .000 ,000 ,978 BISCAYNE BLVD Out In T alai I 29911 2710 []lli] Peak Hour Data -[j i u III co ~ ;,o~ ~~~ -<>> n:: North (II 0 0 -i fo- 0 '--;,0 z ~.5 20 Peak Hour Begins al 05:00 PM f0- r- Z AUTOS r~g -i O~[j ~"~ ll.::l "- HEAVY VEHICLES 0 0 III U- T RN (o)s, .; :i <>>Ill 0 It (0)- "0 1 r CLIENT: TINER & ASSOIATES JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 TEL: 305-233-3997 FAX: 305-233-7720 File Name : bisc@miamigardens Site Code : 00000000 Start Date : 8/29/2006 Page No : 1 rOUDs nn e - . - BISCAYNE BLVD MIAMI GARDENS BISCAYNE BLVD MIAMI GARDENS From North From East From South From West Start Time Raht I Thru I Left I Other Raht I Thru I Left I Other Raht I Thru I Left I Other Raht I Thru I Left I Other Int. Total I 07:00 AM 98 304 1 0 0 26 4 0 0 257 43 0 63 3 124 0 923 07:15 AM 97 348 10 0 0 30 7 0 3 208 59 0 64 12 127 0 965 07:30 AM 163 382 5 0 0 39 4 0 6 284 78 0 100 17 176 0 1254 07:45 AM 235 417 2 0 0 51 10 0 8 345 94 0 128 18 233 0 1541 Total 593 1451 18 0 0 146 25 0 17 1094 274 0 355 50 660 0 4683 G p' t d AUTOS HEAVY VEHICLES TURNS 08:00 AM 203 435 6 0 0 44 9 0 6 342 92 0 93 9 253 0 1492 08:15 AM 171 465 4 0 0 36 11 0 5 433 158 0 108 9 239 0 1639 08:30 AM 159 447 6 0 0 40 11 0 4 412 81 0 100 15 282 0 1557 08:45 AM 192 477 13 0 0 28 13 0 3 424 110 0 133 8 328 0 1729 Total 725 1824 29 0 0 148 44 0 18 1611 441 0 434 41 1102 0 6417 ... BREAK ... 04:00 PM 283 528 9 0 1 58 20 0 8 474 119 0 73 11 271 0 1855 04:15 PM 317 590 1 0 1 42 25 0 11 503 118 0 82 19 250 0 1959 04:30 PM 258 485 10 0 0 50 29 0 6 474 112 0 82 15 213 0 1734 04:45 PM 200 453 7 0 4 54 20 0 8 549 119 0 100 18 239 0 1771 Total 1058 2056 27 0 6 204 94 0 33 2000 468 0 337 63 973 0 7319 05:00 PM 286 597 8 0 12 63 13 0 9 587 127 0 66 27 220 0 2015 05:15 PM 325 556 4 0 9 67 14 0 5 602 118 0 86 15 228 0 2029 05:30 PM 267 521 9 0 0 56 30 0 5 539 121 0 104 10 210 0 1872 05:45 PM 253 497 7 0 1 41 18 0 3 506 105 0 93 42 216 0 1782 Total 1131 2171 28 0 22 227 75 0 22 2234 471 0 349 94 874 0 7698 Grand Total 3507 7502 102 0 28 725 238 0 90 6939 1654 0 1475 248 3609 0 26117 Apprch % 31.6 67.5 0.9 0 2.8 73.2 24 0 1 79.9 19 0 27.7 4.7 67.7 0 Total % 13.4 28.7 0.4 0 0.1 2.8 0.9 0 0.3 26.6 6.3 0 5.6 0.9 13.8 0 AUTOS 3450 7395 101 0 28 720 234 0 90 6834 1653 0 1436 245 3545 0 25731 % AUTOS 98.4 98.6 99 0 100 99.3 98.3 0 100 98.5 99.9 0 97.4 98.8 98.2 0 98.5 HEAVY VEHICLES 57 107 0 0 0 5 4 0 0 105 0 0 39 3 64 0 384 % HEAVY VEHICLES 1.6 1.4 0 0 0 0.7 1.7 0 0 1.5 0 0 2.6 1.2 1.8 0 1.5 U.TURNS 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 2 % U-TURNS 0 0 1 0 0 0 0 0 0 0 0.1 0 0 0 0 0 0 CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 CLIENT: TINER & ASSOIATES TEL: 305-233-3997 FAX: 305-233-7720 JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE File Name : bisc@miamigardens Site Code : 00000000 Start Date : 8/29/2006 Page No : 2 BISCAYNE BLVD MIAMI GARDENS BISCA YNE BLVD MIAMI GARDENS From North F rom East F rom South From West Start Rght Thru Left Other Rght Thru Left Rght Thru Left Rght Thru Left Time App. Total Other App. Total Other App. Total Other App. Total Int. T atal Peak Hour Analysis From 07:00 AM to 08:45 AM . Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 203 435 6 0 644 0 44 9 0 53 6 342 92 0 440 93 9 253 0 355 1492 08:15 AM 171 465 4 0 640 0 36 11 0 47 5 433 158 0 596 108 9 239 0 356 1639 08:30 AM 159 447 6 0 612 0 40 11 0 51 4 412 81 0 497 100 15 282 0 397 1557 08:45 AM 192 477 13 0 682 0 28 13 0 41 3 424 110 0 537 133 8 328 0 469 1729 Total Volume 725 1824 29 0 2578 0 148 44 0 192 18 1611 441 0 2070 434 41 1102 0 1577 6417 % ADD. Total 28.1 70.8 1.1 0 0 n.1 22.9 0 0.9 n.8 21.3 0 27.5 2.6 69.9 0 PHF .893 .956 .558 .000 .945 .000 .841 .846 .000 .906 .750 .930 .698 .000 .868 .816 .683 .840 .000 .841 .928 BISCAYNE BLVD Out In T alai om~[jjij] I I I 7251 18 291 01 ~ht lru LC Other Peak Hour Data ~~ i U (1)1- J -0 z North w 0 O::c <(- Peak Hour Begins at 08:00 I>M " ~ AUTOS ~~ "- HEAVY VEHICLES Gl .T J: 5 ~ r CROSSROADS ENGINEERING 13284 SW 120TH ST MIAMI, FL 33186 CLIENT: TINER & ASSOIATES TEL: 305-233-3997 FAX: 305-233-7720 JOB NO.: 2006-053 PROJECT: POINT EAST DATA COLLECTION COUNTY: MIAMI DADE File Name : bisc@miamigardens Site Code : 00000000 Start Date : 8/29/2006 Page No : 3 BISCA YNE BLVD MIAMI GARDENS BISCA YNE BLVD MIAMI GARDENS From North F rom East F rom South From West Start Rg Th Let Rgh Thr Left Other Rgh Thr Left Other Rgh Thr Left Other Time ht ""'" .... r.. t App. ToIII t App. ToIII t App. TDIII In!. T alai ru t u u u Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 286 597 8 0 891 12 63 13 0 88 9 587 127 0 723 66 27 220 0 313 2015 05:15 PM 325 556 4 0 885 9 67 14 0 90 5 602 118 0 725 86 15 228 0 329 2029 05:30 PM 267 521 9 0 797 0 56 30 0 86 5 539 121 0 665 104 10 210 0 324 1872 05:45 PM 253 497 7 0 757 1 41 18 0 60 3 506 105 0 614 93 42 216 0 351 1782 Total Volume 1131 2171 28 0 3330 22 227 75 0 324 22 2234 471 0 2727 349 94 874 0 1317 7698 % App. T alai 34 65.2 0.8 0 6.8 70.1 23.1 0 0.8 81.9 17.3 0 26.5 7.1 66.4 0 PHF .870 .909 .778 .000 .934 .458 .847 .625 .000 .900 .611 .928 .927 .000 .940 .839 .560 .958 .000 .938 .948 BISCAYNE BLVD Out In T alai I 31301 3330 1 64601 Peak Hour Data -~ i u Ill. '0(;; :1'1\) I- -I\) rn z North -I w C ,... +--:1' I\) !l:c" 21\) <_I') -..I (!) .. Peak Hour Begins at 05:00 PM r ~~ AUTOS +~Ol HEAVY VEHICLES ::i:::lllO ... 0 0.. II) T RNS = :T 0 ~ "'0 1 r ~ CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. __ COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 1 Start Time Other Int. Total 07:00 AM 0 734 07:15 AM 0 797 07:30 AM 0 834 07:45 AM 0 938 Total 0 3303 08:00 AM 0 462 39 0 52 0 42 0 32 395 0 1 0 0 0 0 1023 08:15 AM 0 466 41 0 50 0 59 0 34 362 0 0 0 0 0 0 1012 08:30 AM 0 499 50 0 62 0 52 0 21 384 0 0 0 0 0 0 1068 08:45 AM 0 436 56 0 64 0 46 0 43 378 0 2 0 0 0 0 1025 Total 0 1863 186 0 228 0 199 0 130 1519 0 3 0 0 0 0 4128 "** BREAK- 04:00 PM 0 448 79 3 58 0 85 0 45 604 0 2 0 0 0 0 1324 04:15 PM 0 435 48 2 67 0 73 2 51 596 0 1 0 0 0 0 1275 04:30 PM 0 440 64 0 50 0 74 8 56 614 0 1 0 0 0 0 1307 04:45 PM 0 407 68 0 52 0 65 0 56 599 0 0 0 0 0 0 1247 Total 0 1730 259 5 227 0' 297 10 208 2413 0 4 0 0 0 0 5153 05:00 PM 0 411 54 1 58 0 76 0 60 689 0 0 0 0 0 0 1349 05:15 PM 0 518 56 1 64 0 59 0 57 642 0 0 0 0 0 0 1397 05:30 PM 0 501 58 0 47 0 63 3 59 614 0 3 0 0 0 0 1348 05:45 PM 0 505 64 0 51 0 65 0 61 535 0 6 0 0 0 0 1287 Total 0 1935 232 2 220 0 263 3 237 2480 0 9 0 0 0 0 5381 Grand Total 0 7054 828 8 848 0 951 17 700 7542 0 17 0 0 0 0 17965 Apprch % 0 89.4 10.5 0.1 46.7 0 52.4 0.9 8.5 91.3 0 0.2 0 0 0 0 Total % 0 39.3 4.6 0 4.7 0 5.3 0.1 3.9 42 0 0.1 0 0 0 0 AUTOS 0 7024 794 8 839 0 939 17 682 7450 0 17 0 0 0 0 17770 % AUTOS 0 99.6 95.9 100 98.9 0 98.7 100 97.4 98.8 0 100 0 0 0 0 98.9 HEAVY VEHICLES 0 30 17 0 9 0 12 0 18 92 0 0 0 0 0 0 178 % HEAVY VEHICLES 0 0.4 2.1 0 1.1 0 1.3 0 2.6 1.2 0 0 0 0 0 0 1 UTURNS 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 17 % UTURNS 0 0 2.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name: 183@BISC SiteCode :00000000 Start Date : 7/19/2006 Page No : 1 ~- CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. -- COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax:-305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 1 - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. ,_ COUNTY: MIAMI-DADE 05:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:45 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Grand Total 0 Apprch % 0 Total % 0 o 17 0 o 100 0 o 100 0 o 0 o 0 o 0 o o o o 0 o 0 o 0 o o o o o o o o o o o o o o o o o o o o o 17 Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 2 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE 08:00 AM 0 462 39 0 501 52 0 42 0 94 32 395 428 0 0 0 0 0 1023 08:15 AM 0 466 41 0 507 50 0 59 08:30 AM 0 499 50 0 549 62 0 52 0 114 21 384 0 0 405 0 0 0 0 0 1068 08:45 AM 0 436 56 64 0 46 0 110 43 2 T alai Volume 0 1863 186 0 2049 '228 0 199 0 427 130 1519 0 3 1652 0 0 0 0 0 4128 l\l, Ann. TOIAI PHF .000 .933 .830 .000 .933 .891 .000 .843 .000 .936 .756 .961 .000 .375 .965 .000 .000 .000 .000 .000 .966 Peak Hour Data ~~ o~J' i ~2z ..J North -m w ... a:: QI l- e.> rn ~ 0 Peak Hour Begins al 08:00 AM -0 a:: CJl t"l -l ~~ AUTOS ~ W::I HEAVY VEHICLES ~~ ZO RN Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 3 .- CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. _" COUNTY: MIAMI-DADE 05:00 PM 0 411 54 1 76 134 60 689 749 0 0 0 0 0 1349 05:15 PM 0 518 56 1 575 64 0 59 0 123 57 642 0 0 699 0 0 0 0 0 1397 05:30 PM 0 501 58 0 559 47 0 63 3 113 59 614 0 3 676 0 0 0 0 0 1348 05:45 PM 0 505 64 61 6 Total Volume 0 1935 232 2 2169 220 0 263 3 486 237 2480 0 9 2726 0 0 0 0 0 5381 "'" Ann, TntRj PHF .000 .934 .906 .500 .943 .859 .000 .865 .250 .907 .971 .900 .000 .375 .910 .000 .000 .000 .000 .000 .963 BISCAYNE BLVD. Out In Total I 27001 2169 I 48691 Peak Hour Data ~~ 0~.J A- U ~ffi 1-1- .J I ="N "0 W North w O2 a: ... CD I- r to! rJJ ::0 0 Peak Hour Begins at 05:00 PM -0 0... CD;' a: ~ Ul l'l en. -t ~ ~ AUTOS ::0 w'" HEAVY VEHICLES ~m Z6 0'- III :5 0 C/I- 1 r Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 1 - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. __ COUNTY: MIAMI-DADE Grand T alai 0 7054 828 8 848 0 951 17 700 7542 0 17 0 0 0 0 17965 Apprch % 0 89.4 10.5 0.1 46.7 0 52.4 0.9 8.5 91.3 0 0.2 0 0 0 0 Total % 0 39.3 4.6 0 4.7 0 5.3 0.1 3.9 42 0 0.1 0 0 0 0 AUTOS 0 7024 794 8 839 0 939 17 682 7450 0 17 0 0 0 0 17770 % AUTOS 0 99.6 95.9 100 98.9 0 98.7 100 97.4 98.8 0 100 0 0 0 0 98.9 HEAVY VEHICLES 0 30 17 0 9 0 12 0 18 92 0 0 0 0 0 0 178 % HEAVY VEHICLES 0 0.4 2.1 0 1.1 0 1.3 0 2.6 1.2 0 0 0 0 0 0 1 UTURNS 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 17 % UTURNS 0 0 2.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 1 - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. - COUNTY: MIAMI-DADE Start Time Other Int. Total 07:00 AM 0 9 07:15 AM 0 8 07:30 AM 0 19 07:45 AM 0 14 Total 0 50 08:00 AM 0 1 3 0 0 0 1 0 2 4 0 0 0 0 0 0 11 08:15 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 08:30 AM 0 1 4 0 3 0 0 0 2 14 0 0 0 0 0 0 24 08:45 AM 0 1 3 0 1 0 1 0 1 16 0 0 0 0 0 0 23 Total 0 3 10 0 4 0 2 0 5 36 0 0 0 0 0 0 60 - BREAK - 04:00 PM 0 4 1 0 0 0 1 0 0 6 0 0 0 0 0 0 12 04:15 PM 0 6 0 0 3 0 2 0 2 8 0 0 0 0 0 0 21 04:30 PM 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 4 04:45 PM 0 1 0 0 0 0 1 0 1 4 0 0 0 0 0 0 7 Total 0 12 1 0 3 0 4 0 3 21 0 0 0 0 0 0 44 05:00 PM 0 0 0 0 1 0 1 0 0 2 0 0 0 0 0 0 4 05:15 PM 0 0 0 0 0 0 1 0 1 6 0 0 0 0 0 0 8 05:30 PM 0 2 0 0 0 0 1 0 1 2 0 0 0 0 0 0 6 05:45 PM 0 1 0 0 0 0 1 0 1 3 0 0 0 0 0 0 6 Total 0 3 0 0 1 0 4 0 3 13 0 0 0 0 0 0 24 Grand Total Apprch % Total % o 30 17 o 63.8 36.2 o 16.9 9.6 o 9 o 42.9 o 5.1 o 12 o 57.1 o 6.7 o 18 92 o 16.4 83.6 o 10.1 51.7 o o o o o o o o o o o o o o o o o o 178 ~- CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. -- COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 1 Start Time Other Int. Total ... BREAK ... 04:00 PM I 0 0 3 ~\ 0 0 0 ~\ 0 0 0 ~I 0 0 0 ~\ 3 04:15 PM 0 0 3 0 0 0 0 0 0 0 0 0 3 ... BREAK ... 04:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 05:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:45 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Grand Total 0 Apprch % 0 Total % 0 o 17 0 o 100 0 o 100 0 o 0 o 0 o 0 o o o o o o o 0 o 0 o 0 o o o o o o o o o o .0 o 0 o 0 o o o 17 r-- CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 2 08:00 AM 0 462 39 0 501 52 0 42 0 94 32 395 428 0 0 0 0 0 1023 08:15 AM 0 466 41 0 507 50 0 59 08:30 AM 0 499 50 0 549 62 0 52 0 114 21 384 0 0 405 0 0 0 0 0 1068 08:45 AM 0 436 56 64 0 46 0 110 43 2 T olal Volume 0 1863 186 0 2049 228 0 199 0 427 130 1519 0 3 1652 0 0 0 0 0 4128 % Ann. Tnllll PHF .000 .933 .830 .000 .933 .891 .000 .843 .000 .936 .756 .961 .000 .375 .965 .000 .000 .000 .000 .000 .966 Peak Hour Data ~~ o~ i ~2z oJ North -m UJ O2 - 0:: Ql f0- r to) Ule ::c 0- 0... Peak Hour Begins at 08:00 AM 5'0 0:: r. r- Ul C'l n ,r-m. co ~ ~~ AUTOS co ~m z:l 01- HEAW VEHICLES 0 III N 0-1 :; s: i 0 CD to) "0 i - CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. _ COUNTY: MIAMI-DADE Crossroads Engineering 13284 SW 120th Street Miami, FL 33186 Tel: 305-233-3997 Fax: 305-233-7720 File Name : 183@BISC Site Code : 00000000 Start Date : 7/19/2006 Page No : 3 05:00 PM 0 411 54 1 76 134 60 689 749 0 0 0 0 0 1349 05:15 PM 0 518 56 1 575 64 0 59 0 123 57 642 0 0 699 0 0 0 0 0 1397 05:30 PM 0 501 58 0 559 47 0 63 3 113 59 614 0 3 676 0 0 0 0 0 1348 05:45 PM 0 505 64 61 6 T alai Volume 0 1935 232 2 2169 220 0 263 3 486 237 2480 0 9 2726 0 0 0 0 0 5381 Dk Ann TOtAl PHF .000 .934 .906 .500 .943 .859 .000 .865 .250 .907 .971 .900 .000 .375 .910 .000 .000 .000 .000 .000 .963 BISCAYNE BLVD. Out In T alai [lliQ] 2169 I 48691 Peak Hour Data ~~ 0~J' t ~~ffi oJ w O2 North c: .... OIl f0- r to) rJ) ;0 0 Peak Hour Begins at 05:00 PM -0 c: o_ J:: Cl -I (l) n ~iJ AUTOS ;c Z5 .. HEAVY VEHICLES ~ffi Gl J:: 0 1 r r"'--'~---'--'-----------~----"-'~'.'''''~'~~--'--~-'''-''-''~'.... ,-_.~"._..,..,~.,.,_."..<>--,.._.." CLIENT: TRAFTECH _ JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 178@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total Other In!. Total o 619 o 634 o 777 o 939 o 2969 08:00 AM 0 501 17 1 17 0 15 0 6 228 0 0 0 0 0 0 785 08:15 AM 0 514 37 1 14 0 13 1 7 397 0 0 0 0 0 0 984 08:30 AM 0 521 29 0 28 0 20 3 5 410 0 0 0 . 0 0 0 1016 08:45 AM 0 514 37 0 16 0 9 0 8 442 0 0 0 0 0 0 1026 Total 0 2050 120 2 75 0 57 4 26 1477 0 0 0 0 0 0 3811 -- BREAK -- 04:00 PM 2 535 53 0 14 0 13 1 13 677 0 0 2 0 0 0 1310 04:15 PM 0 486 68 1 13 0 12 0 14 604 0 2 3 0 0 0 1203 04:30 PM 0 489 44 1 11 0 17 0 15 667 0 0 2 0 0 0 1246 04:45 PM 0 498 59 0 7 0 14 0 19 662 0 0 0 0 0 0 1259 Total 2 2008 224 2 45 0 56 1 61 2610 0 2 7 0 0 0 5018 05:00 PM 0 512 39 0 16 0 21 0 16 718 0 0 0 0 0 0 1322 05:15 PM 0 617 53 2 15 0 14 2 10 667 0 0 0 0 0 1 1381 05:30 PM 0 585 60 0 10 0 17 3 12 667 0 0 1 0 0 0 1355 05:45 PM 0 474 47 2 12 0 18 0 19 734 0 0 0 0 0 2 1308 Total 0 2188 199 4 53 0 70 5 57 2786 0 0 1 0 0 3 5366 Grand Total 2 7808 595 16 234 0 236 18 171 8071 0 2 8 0 0 3 17164 Apprch % 0 92.7 7.1 0.2 48 0 48.4 3.7 2.1 97.9 0 0 72.7 0 0 27.3 Total % 0 45.5 3.5 0.1 1.4 0 1.4 0.1 1 47 0 0 0 0 0 0 AUTOS 2 7637 590 16 232 0 234 18 168 7868 0 2 8 0 0 3 16778 % AUTOS 100 97.8 99.2 100 99.1 0 99.2 100 98.2 97.5 0 100 100 0 0 100 97.8 HEAVY VEHICLES 0 171. 5 0 2 0 2 0 3 203 0 0 0 0 0 0 386 l\ HEAVY VEHIClES 0 2.2 0.8 0 0.9 0 0.8 0 1.8 2.5 0 0 0 0 0 0 2.2 ,--.--.--.--.--..-.....-......-.........-........................ ...... ..... CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 178@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In\. Tolal 07:00 AM 0 28 07:15 AM 0 21 07:30 AM 0 26 07:45 AM 0 30 Total 0 105 08:00 AM 0 27 0 0 0 0 0 0 0 13 0 0 0 0 0 0 40 08:15 AM 0 13 0 0 0 0 0 0 0 21 0 0 0 0 0 0 34 08:30 AM 0 15 1 0 1 0 0 0 1 22 0 0 0 0 0 0 40 08:45 AM 0 10 1 0 0 0 0 0 1 17 0 0 0 0 0 0 29 Total 0 65 2 0 1 0 0 0 2 73 0 0 0 0 0 0 143 - BREAK *** 04:00 PM 0 8 1 0 0 0 1 0 0 14 0 0 0 0 0 0 24 04:15 PM 0 8 0 0 0 0 0 0 0 10 0 0 0 0 0 0 18 04:30 PM 0 7 1 0 0 0 0 0 0 8 0 0 0 0 0 0 16 04:45 PM 0 10 0 0 0 0 1 0 1 9 0 0 0 0 0 0 21 Total 0 33 2 0 0 0 2 0 1 41 0 0 0 0 0 0 79 05:00 PM 0 9 0 0 0 0 0 0 0 6 0 0 0 0 0 0 15 05:15 PM 0 10 0 0 0 0 0 0 0 4 0 0 0 0 0 0 14 05:30 PM 0 7 0 0 0 0 0 0 0 5 0 0 0 0 0 0 12 05:45 PM 0 3 0 0 0 0 0 0 0 15 0 0 0 0 0 0 18 Total 0 29 0 0 0 0 0 0 0 30 0 0 0 0 0 0 59 o 171 5 o 97.2 2.8 o 44.3 1.3 O' 2 o 50 o 0.5 o o o o o o o o o o o o Grand Total Apprch % Total % o 2 o 50 o 0.5 o 3 203 o 1.5 98.5 o 0.8 52.6 o o o o o o 386 CLIENT: TRAFTECH __ JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 178@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 In!. Total .,.,.. . lOt 17 , 08:15 AM 0 514 " 1 ., 14 0 13 1 28 7 397 0 0 404 0 0 0 0 0 984 08:30 AM 0 at 29 0 550 " 0 " , ,t 5 410 0 0 415 0 0 0 0 0 1016 08:45 AM 0 514 37 0 551 16 0 9 0 25 . .., 0 0 - 0 0 0 0 0 1020 Total 0 205 120 2 2172 75 0 57 4 136 26 147 0 0 1503 0 0 0 0 0 Volume 0 7 3811 0/0 App. o 94.4 5.5 0.1 55.1 o 41.9 2.9 1.7 98.3 0 0 0 0 0 0 Total PHF .000 .984 .811 .500 .984 .670 .000 .713 .333 .667 .813 .835 .000 .000 .835 .000 .000 .000 .000 .000 .929 AYN B V . ~ In Total L1552 c:z:ill C312k [ : I I d ?05 12~ ~ 'ht T LC Other Peak Hour Data t North Peak Hour Begins at 06:00 AM AUTOS 1 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 17B@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 Int T Dial ....11I I 111 .. I ", II 11 " 05:15 PM 0 liT 53 I m 15 0 14 2 31 10 667 0 0 677 0 0 0 1 1 "" 05:30 PM 0 585 II 0 645 10 0 17 , 30 12 667 0 0 679 1 0 0 0 1 1355 05:45 PM 0 474 47 2 523 12 0 18 0 3D 11 T>l 0 0 IS' 0 0 0 I I 1308 Total 0 218 199 4 2391 53 0 70 5 128 57 278 0 0 2843 1 0 0 3 4 Volume 8 6 5366 % App. 0 91.5 8.3 0.2 41.4 0 54.7 3.9 2 98 0 0 25 0 0 75 Total PHF .000 .887 .829 .500 .890 .828 .000 .833 .417 .865 .750 .949 .000 .000 .944 .250 .000 .000 .375 .500 .971 AY . ~ In Total U83Il cmJ1 CJ23b I : I I d ?1R 19. .41 ~ht r LC Other Peak Hour Data t North Peak Hour Begins at 05:00 PM AUTOS ~ CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 180@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other Int. T atal 07:00 AM 0 634 07:15 AM 0 705 07:30 AM 0 730 07:45 AM 0 842 Total 0 2911 08:00 AM 0 517 6 0 17 0 4 0 3 328 5 0 0 0 0 0 880 08:15 AM 0 522 6 0 16 0 15 0 0 372 1 0 0 0 0 0 932 08:30 AM 0 520 5 0 2 0 1 0 1 465 4 0 0 0 0 0 998 08:45 AM 0 611 4 0 19 0 7 0 0 454 6 0 0 0 0 0 1101 Total 0 2170 21 0 54 0 27 0 4 1619 16 0 0 0 0 0 3911 '** BREAK *'** 04:00 PM 2 517 23 0 13 0 5 0 11 659 2 0 0 0 0 0 1232 04:15 PM 5 580 15 0 7 0 9 1 2 609 1 0 0 0 0 0 1229 04:30 PM 0 476 9 0 8 0 8 0 0 656 0 0 0 0 0 0 1157 04:45 PM 0 443 8 3 8 0 9 0 0 725 0 0 0 0 0 0 1196 Total 7 2016 55 3 36 0 31 1 13 2649 3 0 0 0 0 0 4814 05:00 PM 2 523 19 0 4 0 7 5 20 588 4' 0 0 0 0 0 1172 05:15 PM 2 572 13 2 10 0 7 1 9 741 1 0 0 0 0 0 1358 05:30 PM 1 553 7 0 8 0 4 1 3 804 3 0 0 0 0 0 1384 05:45 PM 3 506 17 0 7 0 6 1 8 772 0 0 0 0 0 0 1320 Total 8 2154 56 2 29 0 24 8 40 2905 8 0 0 0 0 0 5234 Grand Total 15 7947 151 5 146 7 110 9 67 8372 41 0 0 0 0 0 16870 Apprch % 0.2 97.9 1.9 0.1 53.7 2.6 40.4 3.3 0.8 98.7 0.5 0 0 0 0 0 Total % 0.1 47.1 0.9 0 0.9 0 0.7 0.1 0.4 49.6 0.2 0 0 0 0 0 AUTOS 15 7947 151 5 146 7 110 9 67 8372 41 0 0 0 0 0 16870 % AUTOS 100 100 100 100 100 100 100 100 100 100 100 0 0 0 0 0 100 HEAVY VEHICLES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'II HeAVY VEHICLES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CLIENT: TRAFTECH _ JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 180@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 2 In\. T Dial _All I III I , 08:15 AM 0 522 6 0 528 16 0 " 0 11 0 372 1 0 373 0 0 0 0 0 932 08:30 AM 0 520 5 0 525 2 0 1 0 3 1 ... 4 0 m 0 0 0 0 0 998 08:45 AM 0 111 4 0 I" 11 0 7 0 26 0 454 I 0 460 0 0 0 0 0 '"' Total 0 217 21 0 2191 54 0 27 0 81 4 161 16 0 1639 0 0 0 0 0 3911 Volume 0 9 % App. 0 99 1 0 66.7 o 33.3 0 0.2 98.8 1 0 0 0 0 0 Total PHF .000 .888 .875 .000 .891 .711 .000 .450 .000 .653 .333 .870 .667 .000 .872 .000 .000 .000 .000 .000 .888 BI AY L. ~ In Total LillJl OW c::::3B6k I I d 217~ ?i I d Jht T LC Other Peak Hour Data i North Peak Hour Begins at 08:00 AM AUTOS 1 i r ~ ~ Out In Total CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 180@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 3 Inl T alai _III , m II , . " . 05:15 PM 2 m 13 , .. .. 0 7 1 II 9 741 1 0 751 0 0 0 0 0 1358 05:30 PM 1 553 7 0 561 8 0 4 1 13 3 .. 3 0 n. 0 0 0 0 0 .." 05:45 PM , 506 17 0 526 7 0 6 1 14 8 772 0 0 780 0 0 0 0 0 1320 Total 8 215 56 2 2220 29 0 24 8 61 40 290 8 0 2953 0 0 0 0 0 5234 Volume 4 5 % App. 0.4 97 2.5 0.1 47.5 o 39.3 13.1 1.4 98.4 0.3 0 0 0 0 0 Total PHF .667 .941 .737 .250 .942 .725 .000 .857 .400 .847 .500 .903 .500 .000 .911 .000 .000 .000 .000 .000 .945 AY BL . Oul In Tolal C293k U22b DI5k I ~ I I ~ 715 lid 21 ~hl r LC Other Peak Hour Data t North U ::r -CD Peak Hour Begins al 05:00 PM r III .='" o !T !!llll +-1 o AUTOS I- i CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 182@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other Int. T alai 07:00 AM 0 23 07:15 AM 0 31 07:30 AM 0 38 07:45 AM 0 26 Total 0 118 08:00 AM 0 20 1 0 4 0 3 0 0 19 0 0 1 0 1 0 49 08:15 AM 0 17 1 0 2 0 0 0 0 10 0 0 0 0 0 0 30 08:30 AM 0 16 3 0 1 0 1 0 0 10 1 0 0 0 0 0 32 08:45 AM 0 21 2 0 0 0 2 0 0 15 0 0 0 0 0 0 40 Total 0 74 7 0 7 0 6 0 0 54 1 0 1 0 1 0 151 *** BREAK.... 04:00 PM 1 8 0 0 1 0 2 0 0 14 0 0 0 0 0 0 26 04:15 PM 0 10 0 0 0 0 0 0 0 7 0 0 0 0 0 0 17 04:30 PM 0 9 1 0 0 0 0 0 0 10 0 0 0 0 0 0 20 04:45 PM 0 5 1 0 0 0 2 0 1 14 1 0 0 0 0 0 24 Total 1 32 2 0 1 0 4 0 1 45 1 0 0 0 0 0 87 05:00 PM 0 22 0 0 1 0 0 0 0 7 0 0 0 0 0 0 30 05:15 PM 0 13 0 0 3 0 0 0 0 11 0 0 0 0 0 0 27 05:30 PM 0 9 0 0 1 0 0 0 0 12 0 0 0 0 0 0 22 05:45 PM 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 0 5 Total 0 46 0 0 5 0 0 0 0 33 0 0 0 0 0 0 84 Grand Total Apprch % Total % 12 5.9 2.7 19 50 4.3 19 50 4.3 4 186 2.1 95.9 0.9 42.3 o o o 1 25 0.2 2 50 0.5 o o o 1 191 0.5 93.6 0.2 43.4 o o o o o o o o o 4 2.1 0.9 1 25 0.2 440 r CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 182@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 2 In!. T olal 11"'1II 1 4n .. . 51' 15 1 .. 1 Il zr . 1 08:00 AM 1 II. .. 0 "' 32 1 20 0 53 9 361 1 0 371 3 . 3 0 11 1175 08:15 AM 2 532 40 0 574 30 2 16 0 48 10 "I 5 0 211 3 5 1 0 9 1027 08:30 AM 0 557 21 1 579 .. 2 17 0 65 11 368 4 0 383 5 3 1 1 " 1043 Total 4 215 147 1 2303 153 6 89 1 249 57 144 15 0 1518 18 17 15 1 51 4121 Volume 1 6 % App. 0.2 93.4 6.4 0 61.4 2.4 35.7 0.4 3.8 95.3 1 0 35.3 33.3 29.4 . 2 Total PHF .500 .913 .735 .250 .900 .832 .750 .618 .250 .750 .528 .949 .750 .000 .958 .643 .850 .536 .250 .797 .958 B AY L. Out In Total c::i6Th em Dill I ~ I I AI ?15 141 11 jht r LC Other Peak Hour Data t North u~ :TUI "'(0) Peak Hour Begins at 07:45 MIl r- r~CD .... ;:t CD o :T ~ .., ~m AUTOS ~ i r Left Thru Raht Othea I 1~ 1441 51 I I D25bchrsUiiB Out In Total CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 182@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 3 App. TIlIII In!. Total .....'" . ... II I ... " I , I , " 05:00 PM 0 549 " 0 584 II 4 15 0 " 18 7Il u 0 '" 1 1 3 1 6 "'7 05:15 PM , '" 34 0 .. 52 4 15 0 71 Jl 658 11 0 703 1 I 6 0 13 1383 05:30 PM 2 500 22 0 524 36 5 " 0 61 22 615 8 0 645 2 0 5 0 7 1237 Total 5 206 120 0 2193 186 19 66 0 271 104 268 41 0 2825 7 8 22 2 39 5328 Volume 8 0 % App. 0.2 94.3 5.5 0 68.6 7 24.4 0 3.7 94.9 1.5 0 17.9 20.5 56.4 5.1 Total PHF .625 .923 .857 .000 .920 .845 .792 .825 .000 .916 .765 .927 .854 .000 .938 .583 . .333 .688 .500 .750 .940 LV . Out In Total ems CiliIl ~ I ~ I I !'I ?OB 12. d 'hI r LC Other Peak Hour Data t North U.. ::r -ell Peak Hour Begins at 04:45 PM r rlllOl .. := Ol 4-;1 210 AUTOS o :r ~o CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 182@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other Int. Total 07:00 AM 0 650 07:15 AM 0 800 07:30 AM 0 898 07:45 AM 0 976 Total 0 3324 08:00 PM 1 589 50 0 32 1 20 0 9 361 1 0 3 5 3 0 1075 08:15 AM 2 532 40 0 30 2 16 0 10 381 5 0 3 5 1 0 1027 08:30 PM 0 557 21 1 46 2 17 0 11 368 4 0 5 3 7 1 1043 08:45 PM 0 493 40 0 25 0 11 0 13 346 3 0 4 4 3 0 942 Total 3 2171 151 1 133 5 64 0 43 1456 13 0 15 17 14 1 4087 *** BREAK *** 04:00 PM 5 467 36 0 40 6 12 0 26 628 8 0 1 1 2 0 1232 04:15 PM 2 491 33 0 41 4 10 0 11 557 9 0 3 2 3 0 1166 04:30 PM 1 444 28 0 42 3 18 0 15 605 6 0 2 4 6 0 1174 04:45 PM 1 459 29 0 43 6 16 0 30 684 10 0 3 1 8 1 1291 Total 9 1861 126 0 166 19 56 0 82 2474 33 0 9 8 19 1 4863 05:00 PM 0 549 35 0 55 4 15 0 18 723 12 0 1 1 3 1 1417 05:15 PM 2 560 34 0 52 4 15 0 34 658 11 0 1 6 6 0 1383 05:30 PM 2 500 22 0 36 5 20 0 22 615 8 0 2 0 5 0 1237 05:45 PM 0 508 39 0 24 0 4 0 15 579 10 0 4 1 5 0 1189 Total 4 2117 130 0 167 13 54 0 89 2575 41 0 8 8 19 1 5226 Grand Total 19 7769 576 1 587 42 257 1 298 7686 101 0 49 46 65 3 17500 Apprch % 0.2 92.9 6.9 0 66.2 4.7 29 0.1 3.7 95.1 1.2 0 30.1 28.2 . 39.9 1.8 Total % 0.1 44.4 3.3 0 3.4 0.2 1.5 0 1.7 43.9 0.6 0 0.3 0.3 0.4 0 AUTOS 18 7578 564 1 568 42 238 1 294 7500 97 0 48 45 63 3 17060 % AUTOS 94.7 97.5 97.9 100 96.8 100 92.6 100 98.7 97.6 96 0 98 97.8 96.9 100 97.5 HEAVY VEHICLES 1 191 12 0 19 0 19 0 4 186 4 0 1 1 2 0 440 l\ HEAVY VEHICLES 5.3 2.5 2.1 0 3.2 0 7.4 0 1.3 2.4 4 0 2 2.2 3.1 0 2.5 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 187@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In!. T olal 07:00 AM 0 707 07:15 AM 0 760 07:30 AM 0 808 07:45 AM 0 1059 Total 0 3334 08:00 AM 0 460 15 0 4 0 52 0 18 491 0 0 0 0 0 0 1040 08:15 AM 0 486 13 0 9 0 40 0 27 524 0 0 0 0 0 0 1099 08:30 AM 0 471 24 0 13 0 56 0 32 593 0 0 0 0 0 0 1189 08:45 AM 0 554 18 0 7 0 43 0 25 699 0 0 0 0 0 0 1346 Total 0 1971 70 0 33 0 191 0 102 2307 0 0 0 0 0 0 4674 *** BREAK '** 04:00 PM 0 572 27 0 1 0 113 0 14 746 0 0 0 0 0 0 1473 04:15 PM 0 604 25 0 11 0 110 2 44 822 0 0 0 0 0 0 1618 04:30 PM 0 651 36 0 7 0 95 0 35 776 0 0 0 0 0 0 1600 04:45 PM 0 597 24 0 2 . 0 112 0 28 720 0 0 0 0 0 0 1483 Total 0 2424 112 0 21 0 430 2 121 3064 0 0 0 0 0 0 6174 05:00 PM 0 644 24 0 0 0 100 0 18 686 0 0 0 0 0 0 1472 05:15 PM 0 603 33 0 11 0 86 1 26 736 0 0 0 0 0 0 1496 05:30 PM 0 652 33 0 4 0 122 0 23 793 0 0 0 0 0 0 1627 05:45 PM 0 655 32 0 5 0 87 0 20 832 0 0 0 0 0 0 1631 Total 0 2554 122 0 20 0 395 1 87 3047 0 0 0 0 0 0 6226 Grand Total 0 8382 357 0 109 0 1154 3 488 9907 8 0 0 0 0 0 20408 Apprch % 0 95.9 4.1 0 8.6 0 91.2 0.2 4.7 95.2 0.1 0 0 0 0 0 Total % 0 41.1 1.7 0 0.5 0 5.7 0 2.4 48.5 0 0 0 0 0 0 AUTOS 0 8309 354 0 104 0 1139 3 485 9807 8 0 0 0 0 0 20209 % AUTOS 0 99.1 99.2 0 95.4 0 98.7 100 99.4 99 100 0 0 0 0 0 99 HEAVY VEHICLES 0 73 3 0 5 0 15 0 3 100 0 0 0 0 0 0 199 II HEAVY VEHICLES 0 0.9 0.8 0 4.6 0 1.3 0 0.6 1 0 0 0 0 0 0 1 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 187@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In!. Total 07:00 /Wi 0 13 07:15 AM 0 16 07:30 AM 0 11 07:45 AM 0 18 Total 0 58 08:00 AM 0 8 0 0 1 0 2 0 0 9 0 0 0 0 0 0 20 08:15 AM 0 9 0 0 1 0 0 0 0 10 0 0 0 0 0 0 20 08:30 /Wi 0 6 0 0 0 0 1 0 0 7 0 0 0 0 0 0 14 08:45 AM 0 7 . 0 0 0 0 0 0 0 7 0 0 0 0 0 0 14 Total 0 30 0 0 2 0 3 0 0 33 0 0 0 0 0 0 68 ..... BREAK ..... 04:00 PM 0 4 0 0 0 0 2 0 0 6 0 0 0 0 0 0 12 04:15 PM 0 3 0 0 0 0 0 0 0 9 0 0 0 0 0 0 12 04:30 PM 0 5 0 0 1 0 1 0 0 8 0 0 0 0 0 0 15 04:45 PM 0 3 2 0 0 0 1 0 0 5 0 0 0 0 0 0 11 Total 0 15 2 0 1 0 4 0 0 28 0 0 0 0 0 0 50 05:00 PM 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 4 05:15 PM 0 5 0 0 2 0 2 0 0 2 0 0 0 0 0 0 11 05:30 PM 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 3 05:45 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 0 15 0 0 2 0 3 0 0 3 0 0 0 0 0 0 23 o 73 3 o 96.1 3.9 o 36.7 1.5 o 15 o 75 o 7.5 o o o o o o o o o o o o Grand Total Ap~rch % Total % o 5 o 25 o 2.5 o 3 100 o 2.9 97.1 o 1.5 50.3 o o o o o o 199 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 187@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 Int. Total _1M I "" .. I m . I II , .. " ." I . NO I I . I . ,... _:11 AI! I ... " . .., I I .. I .. 21 Il' I . '" I . I , . ". _1M I <7. .. " II II n 08:45 AM 0 III 18 0 m 7 0 43 0 50 25 III 0 0 12' 0 0 0 0 0 ,... Total 0 197 70 0 2041 33 0 191 0 224 102 230 0 0 2409 0 0 0 0 0 4674 Volume 1 7 % App. o 96.6 3.4 0 14.7 0 85.3 0 4.2 95.8 0 0 0 0 0 0 Total PHF .000 .889 .729 .000 .892 .635 .000 .853 .000 .812 .797 .825 .000 .000 .832 .000 .000 .000 .000 .000 .868 BIS AYNE BLVD. Out In Total Uib UOO D3BJ1 I ~ I d 197 7d d ~ht r LC Other Peak Hour Data t North o s: ~o Peak Hour Begins at 08:00 /lM AUTOS ~ T CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: 187@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 In!. TDtal ...... . III .. I ., . . ,.. . ... II .. I . 114 . . . I I 'In 15:t5,. I ... II " , 21 05:30 PM 0 652 33 0 685 4 0 m 0 t2I 23 793 0 0 816 0 0 0 0 0 1627 05:45 PM 0 .. 32 0 .1 5 0 87 0 92 20 al 0 0 III 0 0 0 0 0 'al Total 0 255 122 0 2676 20 0 395 1 416 87 304 0 0 3134 0 0 0 0 0 6226 Volume 4 7 % App. o 95.4 4.6 0 4.8 0 95 0.2 2.8 97.2 0 0 0 0 0 0 Total PHF .000 .975 .924 .000 .974 .455 .000 .809 .250 .825 .837 .916 .000 .000 .920 .000 '.000 .000 .000 .000 .954 BISCAYNE BL D. Out In Total DOOV D61B LlliB I ~ I I d '55 1,1 d ~ht lru LC Other Peak Hour Data i North E n Peak Hour Begins at 05:00 PM AUTOS l- II ~ 5 ~ T CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 191 @BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In!. T olal 07:00 PJJi 0 8 07:15 AM 0 12 07:30 AM 0 7 07:45 AM 0 9 Total 0 36 08:00 PJJi 0 2 0 0 0 0 0 0 0 16 0 0 0 0 0 0 18 08:15 AM 0 4 1 0 0 0 0 0 0 14 0 0 0 0 0 0 19 08:30 AM 0 4 1 0 0 0 0 0 2 17 0 0 0 0 0 0 24 08:45 AM 0 4 0 0 0 0 0 0 0 13 0 0 0 0 0 0 17 Total 0 14 2 0 0 0 0 0 2 60 0 0 0 0 0 0 78 *** BREAK *** 04:00 PM 0 4 1 0 0 0 0 0 0 10 0 0 0 0 0 0 15 04:15 PM 0 7 0 0 0 0 0 0 0 7 0 0 0 0 0 0 14 04:30 PM 0 6 0 0 0 0 0 0 0 14 0 0 0 0 0 0 20 04:45 PM 0 6 0 0 0 0 0 0 0 7 0 0 0 0 0 0 13 Total 0 23 1 0 0 0 0 0 0 38 0 0 0 0 0 0 62 05:00 PM 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 4 05:15 PM 0 2 0 0 0 0 0 0 1 7 0 0 0 0 0 0 10 05:30 PM 0 3 0 0 0 0 0 0 0 6 0 0 0 0 0 0 9 05:45 PM 0 5 0 0 0 0 0 0 0 2 0 0 0 0 0 0 7 Total 0 13 0 0 0 0 0 0 1 16 0 0 0 0 0 0 30 Grand Total Apprch % Total % o o o o o o o o o o o o o o o o o o o o o o 53 3 o 94.6 5.4 o 25.7 1.5 o o o o o o o 3 147 o 2 98 o 1.5 71.4 o o o 206 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 191 @BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In\. Total 07:00 AM 0 708 07:15 AM 0 784 07:30 AM 0 830 07:45 AM 0 1036 Total 0 3358 08:00 AM 0 382 88 0 25 0 21 0 11 389 7 0 0 0 0 0 923 08:15 AM 0 432 88 0 24 0 38 0 19 497 5 0 0 0 0 0 1103 08:30 AM 0 492 82 0 35 0 17 0 25 439 3 0 0 0 0 1 1094 08:45 AM 0 600 95 0 13 0 25 0 4 495 3 0 0 0 0 0 1235 Total 0 1906 353 0 97 0 101 0 59 1820 18 0 0 0 0 1 4355 *** BREAK - 04:00 PM 0 565 61 0 64 0 62 0 22 599 10 0 0 0 0 0 1383 04:15 PM 0 641 76 0 67 0 65 0 19 599 12 0 0 0 0 0 1479 04:30 PM 0 626 46 0 66 1 63 0 14 611 5 0 0 0 0 1 1433 04:45 PM 0 583 82 0 49 1 55 0 24 622 8 0 0 0 0 0 1424 Total 0 2415 265 0 246 2 245 0 79 2431 35 0 0 0 0 1 5719 05:00 PM 0 585 54 0 77 1 93 0 17 567 8 0 0 0 0 1 1403 05:15 PM 0 586 67 0 86 0 85 0 23 785 4 0 0 0 0 0 1636 05:30 PM 0 607 56 0 90 1 116 0 11 863 3 0 0 0 0 0 1747 05:45 PM 0 661 83 0 111 0 96 1 9 763 6 0 0 0 0 0 1730 Total 0 2439 260 0 364 2 390 1 60 2978 21 0 0 0 0 1 6516 Grand Total 0 8359 1079 0 772 14 789 2 237 8614 78 1 0 0 0 3 19948 Apprch % 0 88.6 11.4 0 49 0.9 50 0.1 2.7 96.5 0.9 0 0 0 0 100 Total % 0 41.9 5.4 0 3.9 0.1 4 0 1.2 43.2 0.4 0 0 0 0 0 AUTOS 0 8306 1073 0 772 14 789 2 234 8467 37 1 0 0 0 3 19698 % AUTOS 0 99.4 99.4 0 100 100 100 100 98.7 98.3 47.4 100 0 0 0 100 98.7 HEAVY VEHICLES 0 53 3 0 0 0 0 0 3 147 0 0 0 0 0 0 206 'II HEAVY IlEHICLES 0 0.6 0.3 0 0 0 0 0 1.3 1.7 0 0 0 0 0 0 1 UTURNS 0 0 3 0 0 0 0 0 0 0 41 0 0 0 0 0 44 % UTURNS 0 0 0.3 0 0 0 0 0 0 0 52.6 0 0 0 0 0 0.2 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 207@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In!. Total 07:00 AM 0 574 07:15 AM 0 622 07:30 AM 0 714 07:45 AM 0 954 Total 0 2864 08:00 AM 0 394 4 0 22 5 105 0 24 351 28 0 21 6 1 0 961 08:15 AM 0 491 23 0 23 2 78 0 49 303 29 0 27 2 0 0 1027 08:30 AM 0 487 16 0 34 2 115 0 49 411 19 0 20 3 2 0 1158 08:45 AM 0 402 21 0 26 1 120 0 60 410 15 0 27 12 4 0 1098 Total 0 1774 64 0 105 10 418 0 182 1475 91 0 95 23 7 0 4244 *** BREAK *** 04:00 PM 0 466 35 0 21 2 75 0 66 588 18 0 16 8 0 0 1295 04:15 PM 0 562 30 0 28 8 76 0 74 562 23 0 15 8 0 0 1386 04:30 PM 0 508 27 0 24 7 89 0 57 552 25 0 17 15 1 0 1322 04:45 PM 0 576 42 0 37 11 86 0 83 528 24 0 17 12 3 0 1419 Total 0 2112 134 0 110 28 326 0 280 2230 90 0 65 43 4 0 5422 05:00 PM 0 498 23 0 35 1 105 1 80 551 30 0 42 13 2 0 1381 05:15 PM 0 427 28 0 35 4 115 0 66 651 30 1 19 14 2 0 1392 05:30 PM 0 519 46 0 22 2 83 0 59 627 37 0 24 4 2 0 1425 05:45 PM 0 520 29 0 28 9 111 0 76 612 28 0 24 8 3 0 1448 Total 0 1964 126 0 120 16 414 1 281 2441 125 1 109 39 9 0 5646 Grand Total 1 7076 346 0 386 58 1439 9 866 7105 409 1 341 116 23 0 18176 Apprch % 0 95.3 4.7 0 20.4 3.1 76.1 0.5 10.3 84.8 4.9 0 71 24.2 4.8 0 Total % 0 38.9 1.9 0 2.1 0.3 7.9 0 4.8 39.1 2.3 0 1.9 0.6 0.1 0 AUTOS 1 7040 343 0 386 57 1433 9 864 7063 404 1 341 116 23 0 18081 % AUTOS 100 99.5 99.1 0 100 98.3 99.6 100 99.8 99.4 98.8 100 100 100 100 0 99.5 HEAVY VEHICLES 0, 36 3 0 0 1 6 0 2 42 5 0 0 0 0 0 95 , HEAVY VEHIClES 0 0.5 0.9 0 0 1.7 0.4 0 0.2 0.6 1.2 0 0 0 0 0 0.5 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: 207@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 1 Start Time Other In!. Total 07:00 AM 0 7 07:15 AM 0 4 07:30 AM 0 14 07:45 AM 0 10 Total 0 35 08:00 AM 0 4 0 0 0 0 0 0 0 3 0 0 0 0 0 0 7 08:15 AM 0 3 0 0 0 0 0 0 0 2 0 0 0 0 0 0 5 08:30 AM 0 4 1 0 0 1 0 0 0 3 0 0 0 0 0 0 9 08:45 AM 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 4 Total 0 12 1 0 0 1 0 0 0 11 0 0 0 0 0 0 25 *** BREAK *** 04:00 PM 0 2 0 0 0 0 1 0 0 3 0 0 0 0 0 0 6 04:15 PM 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 5 04:30 PM 0 0 0 0 0 0 1 0 0 4 1 0 0 0 0 0 6 04:45 PM 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 Total 0 3 0 0 0 0 3 0 0 12 1 0 0 0 0 0 19 05:00 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 05:15 PM 0 2 0 0 0 0 0 0 0 4 1 0 0 0 0 0 7 05:30 PM 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 5 05:45 PM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 Total 0 2 0 0 0 0 0 0 1 11 2 0 0 0 0 0 16 o 36 3 o 92.3 7.7 o 37.9 3.2 o 1 6 o 14.3 85.7 o 1.1 6.3 o o o o o o o o o o o o Grand Total Apprch % Total % o o o o 2 42 5 o 4.1 85.7 10.2 o 2.1 44.2 5.3 o o o 95 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name :207@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 2 Int. T alai _All I ... . . .. Zl I 08:15 AM 0 01 2> 0 III 23 2 78 0 103 49 303 If 0 381 11 2 0 0 29 1027 08:30 AM 0 487 16 0 503 .. 2 115 0 '51 49 .\1 19 0 479 20 3 2 0 25 "" 08:45 AM 0 402 21 0 423 26 1 12' 0 147 II 410 15 0 .. 27 11 . 0 " 1098 Total 0 177 64 0 1838 105 10 418 0 533 182 147 91 0 1748 95 23 7 0 125 4244 Volume 4 5 % App. o 96.5 3.5 0 19.7 1.9 78.4 0 10.4 84.4 5.2 0 76 18.4 5.6 0 Total PHF .000 .903 .696 .000 .894 .772 .500 .871 .000 .882 .758 .897 .784 .000 .901 .880 .479 .438 .000 .727 .916 AY . Out In Total D58V 0838 Dill I ~ I I d 177 6A d Jht lTU LC Other Peak Hour Data t North U :ro -en Peak Hour Begins at 08:00 AM ,.. e +=CD o ; !:o +-;1 20 AUTOS 1 i r ~ ~ Out In T olal CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: 207@BISC Site Code : 00000000 Start Date : 6/21/2006 Page No : 3 Inl. T olal ...... I 41' 21 I 511 " 1 II " 17 05:15 PM 0 427 28 0 455 35 4 111 0 ... 66 ., 30 1 ,<I 19 " 2 0 35 1392 05:30 PM 0 519 .. 0 III 22 2 83 0 107 59 627 17 0 723 24 4 2 0 30 1425 05:45 PM 0 w 29 0 549 28 I 111 0 148 76 612 28 0 716 24 8 , 0 35 ".. Total 0 196 126 0 2090 120 16 414 1 551 281 244 125 1 2848 109 39 9 O' 157 5646 Volume 4 1 % App. 0 94 6 0 21.8 2.9 75.1 0.2 9.9 85.7 4.4 0 69.4 24.8 5.7 0 Total PHF .000 .944 .685 .000 .925 .857 .444 .900 .250 .894 .878 .937 .845 :250 .952 .649 .696 .750 .000 .689 .975 BI AY . ~ In Total L251b UOBb U66b I ~ I I r/ 196 121 d 'hi lTU LC Other Peak Hour Data i North U... ;,oN -0 AUTOS r rID"" ;:l!'" "" o :r ID ., ~;1 2m Peak Hour Begins al 05:00 PM CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 209@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other In!. T alai 07:00 ftM 0 444 07:15 AM 1 472 07:30 AM 0 620 07:45 AM 2 777 Total 3 2313 08:00 ftM 11 351 8 0 1 0 0 0 1 308 42 0 20 2 8 1 753 08:15 AM 11 499 29 0 0 0 0 0 1 336 43 0 20 5 5 . 0 949 08:30 PM 5 310 6 0 6 0 0 0 3 350 37 0 12 1 5 0 735 08:45 AM 6 447 18 0 0 0 1 0 2 416 52 1 13 1 6 0 963 Total 33 1607 61 0 7 0 1 0 7 1410 174 1 65 9 24 1 3400 *** BREAK *** 04:00 PM 4 481 4 0 4 1 7 1 4 548 27 0 22 1 19 0 1123 04:15 PM 3 498 3 0 3 1 5 0 2 634 32 0 18 0 9 0 1208 04:30 PM 4 440 8 0 10 3 8 0 1 603 21 0 31 0 7 0 1136 04:45 PM 3 532 7 0 15 9 2 0 1 519 26 0 26 0 13 0 1153 Total 14 1951 22 0 32 14 22 1 8 2304 106 0 97 1 48 0 4620 05:00 PM 5 521 9 0 32 4 9 0 1 646 18 0 23 1 13 0 1282 05:15 PM 0 425 3 0 18 3 6 1 1 672 24 1 20 0 12 0 1186 05:30 PM 2 504 5 0 14 4 6 0 0 622 20 0 14 0 0 0 1191 05:45 PM 2 419 10 0 10 1 0 0 2 632 21 0 24 3 16 0 1140 Total 9 1869 27 0 74 12 21 1 4 2572 83 1 81 4 41 0 4799 Grand Total 86 6530 129 1 115 26 47 4 36 7204 489 5 317 15 124 4 15132 Apprch % 1.3 96.8 1.9 0 59.9 13.5 24.5 2.1 0.5 93.1 6.3 0.1 68.9 3.3 27 0.9 Total % 0.6 43.2 0.9 0 0.8 0.2 0.3 0 0.2 47.6 3.2 0 2.1 0.1 0.8 0 AUTOS 86 6489 129 1 115 26 47 4 36 7148 488 5 317 15 124 4 15034 % AUTOS 100 99.4 100 100 100 100 100 100 100 99.2 99.8 100 100 100 100 100 99.4 HEAVY VEHICLES 0 41 0 0 0 0 0 0 0 56 1 0 0 0 0 0 98 .. HEAV'/ VfHlCLES 0 0.6 0 0 0 0 0 0 0 0.8 0.2 0 0 0 0 0 0.6 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 209@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other In!. Total 07:00 AM 0 5 07:15 AM 0 8 07:30 AM 0 7 07:45 AM 0 4 Total 0 24 08:00 AM 0 6 0 0 0 0 0 0 0 6 0 0 0 0 0 0 12 08:15 AM 0 3 0 0 0 0 0 0 0 4 0 0 0 0 0 0 7 08:30 AM 0 5 0 0 0 0 0 0 0 1 0 0 0 0 0 0 6 08:45 AM 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 Total 0 15 0 0 0 0 0 0 0 13 0 0 0 0 0 0 28 *** BREAK - 04:00 PM 0 1 0 0 0 0 0 0 0 7 0 0 0 0 0 0 8 04:15 PM 0 1 0 0 0 0 0 0 0 6 0 0 0 0 0 0 7 04:30 PM 0 1 0 0 0 0 0 0 0 5 1 0 0 0 0 0 7 04:45 PM 0 3 0 0 0 0 0 0 0 2 0 0 0 0 0 0 5 Total 0 6 0 0 0 0 0 0 0 20 1 0 0 0 0 0 27 05:00 PM 0 1 0 0 0 0 0 0 0 5 0 0 0 0 0 0 6 05:15 PM 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 4 05:30 PM 0 3 0 0 0 0 0 0 0 2 0 0 0 0 0 0 5 05:45 PM 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0 0 4 Total 0 6 0 0 0 0 0 0 0 13 0 0 0 0 0 0 19 Grand Total Apprch % Total % o 41 o 100 o 41.8 o o o o o o o o o o o o o 56 1 o 98.2 1.8 o 57.1 1 o o o o o o o o o o o o o o o o o o o o o 98 r ---------"---.--.----.----.--" CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 209@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 2 In!. T Dial .:'UII 11 11 I 1 " 08:15 AM 11 "' .. 0 III 0 0 0 0 0 1 336 43 0 380 20 . 5 0 30 949 08:30 AM 5 310 6 0 321 . 0 0 0 . , 350 37 0 390 12 1 5 0 18 735 08:45 AM 6 447 18 0 471 0 0 1 0 1 2 '" " 1 "1 13 1 6 0 20 '" Total 33 160 61 0 1701 7 0 1 0 8 7 141 174 1 1592 65 9 24 1 99 3400 Volume 7 0 % App. 1.9 94.5 3.6 0 87.5 0 12.5 0 0.4 88.6 10.9 0.1 65.7 9.1 24.2 1 Total PHF .750 .805 .526 .000 .789 .292 .000 .250 .000 .333 .583 .847 .837 .250 .845 .813 .450 .750 .250 .798 .883 LV . Out In T alai CiMh 01iil1 Clli2 I : I I 3~ 160 6-1 d 'hi T LC Other Peak Hour Data A- I North Peak Hour Begins at 08:00 AM AUTOS T r ........-.......--....-..--...-..............---.--... ........... CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 209@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 3 In!. Tolal ..:AS... , "' "' I \ " " IJ " 05:00 PM . 521 I 0 535 " 4 I 0 .. 1 646 18 0 665 23 1 13 0 37 .m 05:15 PM 0 425 3 0 428 18 3 6 . 28 1 m 24 \ .. 20 0 12 0 32 1186 05:30 PM 2 504 5 0 511 14 4 6 0 24 0 622 20 0 642 14 0 0 0 14 1191 Total 10 198 24 0 2016 79 20 23 1 123 3 245 88 1 2551 83 1 38 0 122 Volume 2 9 4812 %App. 0,5 98.3 1.2 0 64.2 16.3 18.7 0.8 0.1 96.4 3.4 0 68 0.8 31.1 0 Total PHF .500 .931 .667 .000 .930 .617 .556 .639 .250 .683 .750 .915 .846 .250 .914 .798 .250 .731 .000 .782 .938 CAY L, Out In Tolal Dill 0QTh U5S2 I : I I 1d 19R ?A d ~ht llU LC Other Peak Hour Data t North Peak Hour Begins at 04:45 PM E n AUTOS .. II ~ 5 ~ T r I[ ~~:b~\:h1; ~ U08B C4fi39 Out In T alai CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCA YNE BLVD. COUNTY: MIAMI-DADE File Name : 213@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other Int. T olal 07:00 AM 0 396 07:15 AM 0 456 07:30 AM 0 615 07:45 AM 0 673 Total 0 2140 08:00 AM 0 255 57 0 69 0 42 0 23 269 0 2 0 0 0 0 717 08:15 AM 0 368 63 1 92 0 66 1 16 300 0 0 0 0 0 0 907 08:30 AM 0 336 56 1 107 0 64 0 23 303 0 0 0 0 0 0 890 08:45 AM 0 413 88 0 96 0 68 2 23 326 0 1 0 0 0 0 1017 Total 0 1372 264 2 364 0 240 3 85 1198 0 3 0 0 0 0 3531 *** BREAK *** 04:00 PM 0 378 67 0 59 0 57 4 34 495 0 0 0 0 0 0 1094 04:15 PM 0 385 50 0 61 0 60 1 26 563 0 1 0 0 0 0 1147 04:30 PM 0 353 82 0 82 0 61 0 23 512 0 0 0 0 0 0 1113 04:45 PM 0 356 47 0 71 0 47 2 27 510 0 0 0 0 0 0 1060 Total 0 1472 246 0 273 0 225 7 110 2080 0 1 0 0 0 0 4414 05:00 PM 0 413 54 0 67 0 34 6 41 598 0 0 0 0 0 0 1213 05:15 PM 0 370 75 0 68 0 56 1 39 567 0 0 0 0 0 0 1176 05:30 PM 0 373 75 0 77 0 40 0 34 521 0 1 0 0 0 0 1121 05:45 PM 0 395 80 0 90 0 42 0 45 591 0 0 0 0 0 0 1243 Total 0 1551 284 0 302 0 172 7 159 2277 0 1 0 0 0 0 4753 Grand Total 0 5318 946 4 1128 0 754 20 413 6249 0 6 0 0 0 0 14838 Apprch % 0 84.8 15.1 0.1 59.3 0 39.6 1.1 6.2 93.7 0 0.1 0 0 0 0 Total % 0 35.8 6.4 0 7.6 0 5.1 0.1 2.8 42.1 0 0 0 0 0 0 AUTOS 0 5213 935 4 1117 0 740 20 408 6148 0 6 0 0 0 0 14591 % AUTOS 0 98 98.8 100 99 0 98.1 100 98.8 98.4 0 100 0 0 0 0 98.3 HEAVY VEHICLES 0 105 11 0 11 0 14 0 5 101 0 0 0 0 0 0 247 ~ HEAVY VEHlCl.ES 0 2 1.2 0 1 0 1.9 0 1.2 1.6 0 0 0 0 0 0 1.7 CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name: 213@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 1 Start Time Other In!. Total 07:00 AM 0 9 07:15 AM 0 18 07:30 AM 0 24 07:45 AM 0 15 Total 0 66 08:00 AM 0 14 1 0 1 0 1 0 0 10 0 0 0 0 0 0 27 08:15 AM 0 8 2 0 1 0 3 0 0 11 0 0 0 0 0 0 25 08:30 AM 0 10 1 0 1 0 0 0 1 8 0 0 0 0 0 0 21 08:45 AM 0 12 0 0 0 0 2 0 1 8 0 0 0 0 0 0 23 Total 0 44 4 0 3 0 6 0 2 37 0 0 0 0 0 0 96 *** BREAK *** 04:00 PM 0 4 0 0 1 0 1 0 0 7 0 0 0 0 0 0 13 04:15 PM 0 5 0 0 0 0 1 0 0 7 0 0 0 0 0 0 13 04:30 PM 0 5 1 0 1 0 0 0 0 8 0 0 0 0 0 0 15 04:45 PM 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 4 Total 0 17 1 0 2 0 2 0 0 23 0 0 0 0 0 0 45 05:00 PM 0 1 0 0 1 0 1 0 0 6 0 0 0 0 0 0 9 05:15 PM 0 2 0 0 1 0 1 0 1 4 0 0 0 0 0 0 9 05:30 PM 0 5 1 0 1 0 0 0 0 5 0 0 0 0 0 0 12 05:45 PM 0 2 0 0 1 0 1 0 0 6 0 0 0 0 0 0 10 Total 0 10 1 0 4 0 3 0 1 21 0 0 0 0 0 0 40 Grand Total Apprch % Total % o 105 11 o 90.5 9.5 o 42.5 4.5 o 11 o 44 o 4.5 o 14 o 56 o 5.7 o 5 101 o 4.7 95.3 o 2 40.9 o o o o o o o o o o o o o o o o 247 o o t' ..,_......_-,-"-_..._'._-_._-,_.^._........_-.~. ...~...".. CLlENT:TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 213@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 2 InL T olal MtUM . III rr I III M . 41 I '" Il I 08:15 AM 0 368 63 , 432 92 0 66 1 159 16 300 0 0 316 0 0 0 0 0 907 08:30 PMi 0 336 56 1 393 .IT 0 64 0 tI1 23 303 0 0 326 0 0 0 0 0 890 08:45 AM 0 ~1I M 0 111 96 0 M I 166 23 3It 0 1 lOt 0 0 0 0 0 '"1 Total 0 137 264 2 1638 364 0 240 3 607 85 119 0 3 1286 0 0 0 0 0 3531 Volume 2 8 % App. . 0 83.8 16.1 0.1 60 o 39.5 0.5 6.6 93.2 0 0.2 0 0 0 0 Total PHF .000 .831 .750 .500 .817 .850 .000 .882 .375 .887 .924 .919 .000 .375 .919 .000 .000 .000 .000 .000 .868 BI CAY BLVD. Oul In Total 0ii2~U2Db I I I d ?6J 21 'hi r LC Other ;..J ...J Peak Hour Data i North Uw ::Tm -". Peak Hour Begins at 08:00 IWJ 1: n AUTOS .. Gl .s:. 5 1 T r Left ~ru Rahl Other I [j 191 R~ j I I ~dmUR9B Out In Total CLIENT: TRAFTECH JOB NO : 2006-53 PROJECT: POINT EAST BISCAYNE BLVD. COUNTY: MIAMI-DADE File Name : 213@BISC Site Code : 00000000 Start Date : 6/27/2006 Page No : 3 ."'... 1 .n 1 .. 431 05:15 PM 0 370 75 0 445 68 0 .. 1 125 39 567 0 0 606 0 0 0 0 0 1176 05:30 PM 0 373 75 0 448 77 0 40 0 117 34 521 0 , 556 0 0 0 0 0 1121 05:45 PM 0 395 .. 0 .,1 .. 0 42 0 '" .. 591 0 0 636 0 0 0 0 0 "" Total 0 155 284 0 1835 302 0 172 7 481 159 227 0 1 2437 0 0 0 0 0 4753 Volume 1 7 % App. 0 84.5 15.5 0 62.8 0 35.8 1.5 6.5 93.4 0 0 0 0 0 0 Total PHF .000 .939 .888 .000 .966 .839 .000 .768 .292 .911 .883 .952 .000 .250 .953 .000 .000 .000 .000 .000 .956 A BL. Out .--JrL, T alai Cili8 L.1B35 Dill I ~ I I d 155 ?RJ d ~hl lru LC Other Peak Hour Data t North u ;?;O Peak Hour Begins al 05:00 PM ~ n AUTOS ... CIl J: o 1 T r+ Left Thru Ra~t Olher I [j ml 5~ 1 I I c:mB~Cllib Out In T alai r .----.-.--..-.-.------..-.-~.-....-.- - - - - - APPENDIX B - - - Signalization Plans - - - - - ".. - "... Signal Timing Data for US-l in A ventura Page 1 of 4 Robert W. Brindley From: Joaquin Vargas Uoaquin@traftech.biz] Sent: Thursday, July 27, 20062:45 PM To: Bob W. Brindley Subject: FW: Signal Timing Data for US-1 in Aventura For your files (Aventura job signal timing data). Print it for your files From: Williams, Robert (PWD) [mailto:rbw@miamidade.gov] Sent: Friday, July 14, 2006 11:06 AM To: joaquin@traftech.biz Cc: Prats, Francisco (PWD); Nunez, Ivette (PWD) Subject: Signal Timing Data for US-1 in Aventura Joaquin: Pursuant to your 7/11 letter to Ivette Nunez of our Division, please see below and please advise if we can be of any further assistance. Bob 5797 US1 & NE 213 ST TIMING FOR DAY # 13 (SECTION 38) PAGE 4 TIME PT OFF NSW W F Y RWW F G Y R S1 Y S Y M CYC MIN: 1 27 22 1 5 o 22 36 7 16 27 4 1 7 12 1 4 2 5 5 7 91MID NITE 200 23 36 7 16 27 4 1 7 17 1 4 2 5 5 7 961ATE NIG 600 4 56 7 15 27 4 1 7 12 1 4 2 5 5 900FF PEAK 630 1 72 7 44 27 4 1 7 13 1 4 2 10 5 125AM PEAK 700 7 80 7 95 27 4 1 7 17 1 4 2 10 5 180AVG M2 1100 12 80 7 95 27 4 1 7 17 1 4 2 10 5 180AVG M2 # 1330 6 80 7 95 27 4 1 7 17 1 4 2 10 5 180AVG PM M 2300 2 57 7 65 27 4 1 7 17 1 4 2 10 5 150MID-DAY 2330 4 56 7 15 27 4 1 7 12 1 4 2 5 5 900FF PEAK 4301 US 1 & NE 209 ST TIMING FOR DAY # 13 (SECTION 38) PAGE 4 TIME PT OFF NSW G F Y R EWW F G Y R NS1 Y S Y M CYC MIN: 1 13 24 1 5 o 22 36 10 6 13 4 1 7 24 1 4 2 5 3 6 80MID NITE 200 23 36 10 6 13 4 1 7 24 1 4 2 5 3 6 80LATE NIG 600 4 56 20 4 13 4 1 7 24 1 4 2 7 3 900FF PEAK 630 1 72 20 41 13 4 1 7 24 1 4 2 5 3 24 125AM PEAK 700 7 80 30 86 13 4 1 7 24 1 4 2 5 3 180AVG M2 1100 12 80 30 86 13 4 1 7 24 1 4 2 5 3 180AVG M2 # 1330 6 80 30 86 13 4 1 7 24 1 4 2 5 3 180AVG PM M 2300 2 57 30 56 13 -4 1 7 24 1 4 2 5 3 150MID-DAY 2330 4 56 20 4 13 4 1 7 24 1 4 2 7 3 900FF PEAK 8/24/2006 T "_._.__._.,,_.._-"..._...._.~......"_...".... Signal Timing Data for US-! in A ventura Page 2 of 4 5267 US1 & NE 207 ST W-WAY TIMING FOR DAY # 13 ( SECTION 38) PAGE 4 TIME PT OFF NSG G Y R EG Y RWW F G Y R NSL Y S Y M CYC MIN: 1 7 23 1 5 o 22 36 15, 13 4 1 10 4 2 4 10 1 4 2 6 4 6 80MID NITE 200 23 30 15 13 4 1 10 4 2 4 10 1 4 2 6 4 6 80LATE NIG 600 4 50 15 14 4 1 10 4 2 4 15 1 4 2 10 4 900FF PEAK 630 1 30 15 48 4 1 10 4 2 4 20 1 4 2 6 4 125AM PEAK 700 7 107 15 82 4 1 10 4 2 4 23 10 4 2 15 4 180AVG M2 1100 12 107 15 88 4 1 10 4 2 4 23 4 4 2 15 4 180AVG M2 # 1330 6 107 15 81 4 1 12 4 2 4 23 4 4 2 20 4 180AVG PM M 2300 2 60 15 60 4 1 18 4 2 4 16 1 4 2 15 4 150MID-DAY 2330 4 50 15 14 4 1 10 4 2 4 15 1 4 2 10 4 900FF PEAK 5269 US 1 & NE 191 ST TIMING FOR DAY # 13 (SECTION 38) PAGE 4 TIME PT OFF NSG G Y R WG Y R SL Y S Y M CYC MIN: 1 8 6 o 22 61 25 11 4 1 20 4 2 7 6 6 80MID NITE 200 23 61 25 11 4 1 20 4 2 7 6 6 80LATE NIG 600 4 77 25 23 4 1 15 4 2 10 6 900FF PEAK 630 1 4 25 69 4 1 8 4 2 6 6 125AM PEAK 700 7 104 25 99 4 1 29 4 2 10 6 180AVG M2 1100 12 110 25 99 4 1 29 4 2 10 6 180AVG M2 # 1330 6 110 25 99 4 1 29 4 2 10 6 180AVG PM M 2300 2 128 25 69 4 1 29 4 2 10 6 150MID-DAY 2330 4 77 25 23 4 1 15 4 2 10 6 900FF PEAK 3454 US 1 & NE 187 ST TIMING FOR DAY # 13 (SECTION 38) PAGE 4 TIME PT OFF NSG G Y R NG Y R WG G Y R SL Y S Y M CYC MIN: 1 7 1 5 o 22 10 30 13 4 1 7 4 2 7 6 4 2 10 5 7 95MID NITE 200 23 10 30 15 4 1 7 4 2 7 6 4 2 10 5 7 97LATE NIG 600 4 o 30 9 4 1 7 4 2 7 8 4 2 7 5 900FF PEAK 630 1 13 30 45 4 1 7 4 2 7 6 4 2 8 5 125AM PEAK 700 7 118 30 92 4 1 7 4 2 7 12 4 2 10 5 180AVG M2 1100 12 92 30 52 4 1 47 4 2 7 12 4 2 10 5 180AVG M2 # 1330 6 104 30 52 4 1 47 4 2 7 12 4 2 10 5 180AVG PM M 2300 2 61 30 68 4 1 7 4 2 7 6 4 2 10 5 150MID-DAY 2330 4 o 30 9 4 1 7 4 2 7 8 4 2 7 5 900FF PEAK 3644 US 1 & NE 183 ST TIMING FOR DAY # 6 (SECTION 277) PAGE 4 TIME PT OFF NSW F Y R WG Y R SK F G Y S Y M eyc MIN: 7 16 7 31 1 o 23 50 20 16 4 2 15 4 1 4 16 1 5 6 88LATE NIG 600 4 32 29 16 4 2 17 4 1 4 7 1 5 900FF PEAK 630 1 21 56 16 4 2 22 4 1 4 10 1 5 125AM PEAK 700 7 108 92 16 4 2 35 4 1 4 16 1 5 180AVG 800 8 108 97 16 4 2 30 4 1 4 16 1 5 180SCH HRS 900 9 108 97 16 4 2 30 4 1 4 16 1 5 180SCH HRS 915 7 108 92 16 4 2 35 4 1 4 16 1 5 180AVG 8/24/2006 ,.,.,_,.~_"_'__._....._<___~~'". '.'M~_~'___'~"",,,~ I Signal Timing Data for US-l in A ventura Page 3 of 4 1330 1 21 56 16 4 2 22 4 1 4 10 1 5 125AM PEAK 1400 3 108 99 16 4 2 25 4 1 4 10 1 14 180SCH HRS 1530 5 103 87 16 4 2 40 4 1 4 16 1 5 180SCH HRS 1615 6 103 87 16 4 2 40 4 1 4 16 1 5 180AVG PM 2300 2 75 63 16 4 2 25 4 1 4 10 1 20 150MID-DAY 2330 4 32 29 16 4 2 17 4 1 4 7 1 5 900FF PEAK 4587 US 1 @ NE 18200 B1K TIMING FOR DAY # 6 (SECTION 277) PAGE 4 TIME PT OFF NSW W F Y RWW F G Y R S1 Y S Y M CYC MIN: 1 12 22 1 5 o 23 52 11 6 12 4 1 4 22 1 4 2 7 5 6 791ATE NIG 600 4 40 11 23 12 4 1 4 8 1 4 2 15 5 900FF PEAK 630 1 9 11 56 12 4 1 4 10 1 4 2 15 5 125AM PEAK 700 7 102 21 99 12 4 1 4 12 1 4 2 15 5 180AVG 800 8 102 19 99 12 4 1 4 14 1 4 2 15 5 180SCH HRS 900 9 102 13 99 12 4 1 4 20 1 4 2 15 5 180SCH HRS 915 7 102 21 99 12 4 1 4 12 1 4 2 15 5 180AVG 1330 1 9 11 56 12 4 1 4 10 1 4 2 15 5 125AM PEAK 1400 3 102 11 99 12 4 1 4 22 1 4 2 15 5 180SCH HRS 1530 5 102 11 99 12 4 1 4 22 1 4 2 15 5 180SCH HRS 1615 6 102 11 99 12 4 1 4 22 1 4 2 15 5 180AVG PM 2300 2 66 11 79 12 4 1 4 12 1 4 2 15 5 150MID-DAY 2330 4 40 11 23 12 4 1 4 8 1 4 2 15 5 900FF PEAK 4280 US 1 & NE 180 ST TIMING FOR DAY # 6 (SECTION 277) PAGE 4 TIME PT OFF NSW W F Y RWW F G Y R S1 Y S Y M CYC MIN: 1 16 22 1 5 o 23 0 7 5 16 4 2 4 22 1 4 2 7 6 6 801ATE NIG 600 4 26 7 10 16 4 2 4 22 1 4 2 12 6 900FF PEAK 630 1 0 7 45 16 4 2 4 22 1 4 2 12 6 125AM PEAK 700 7 97 7 96 16 4 2 4 22 1 4 2 16 6 180AVG 800 8 97 7 96 16 4 2 4 22 1 4 2 16 6 18 OSCH HRS 900 9 97 7 96 16 4 2 4 22 1 4 2 16 6 9 180SCH HRS 915 7 97 7 96 16 4 2 4 22 1 4 2 16 6 180AVG 1330 1 0 7 45 16 4 2 4 22 1 4 2 12 6 125AM PEAK 1400 3 97 7 96 16 4 2 4 22 1 4 2 16 6 180SCH HRS 1530 5 97 7 96 16 4 2 4 22 1 4 2 16 6 180SCH HRS 1615 6 97 7 96 16 4 2 4 22 1 4 2 16 6 180AVG PM 2300 2 59 7 66 16 4 2 4 22 1 4 2 16 6 150MID-DAY 2330 4 26 7 10 16 4 2 4 22 1 4 2 12 6 900FF PEAK 3639 US 1 & NE 178 ST TIMING FOR DAY # 6 (SECTION 277) PAGE 4 TIME PT OFF NSW W F Y RWW F G Y R 8L Y 8 Y M cye MIN: 1 12 23 1 5 o 23 0 7 17 12 4 1 7 13 1 4 2 7 5 14 6 80LATE NIG 600 4 64 7 26 12 4 1 7 13 1 4 2 8 5 14 900FF PEAK 630 1 37 7 54 12 4 1 7 18 1 4 2 10 5 14 125AM PEAK 700 7 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180AVG 800 8 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180SCH HRS 8/24/2006 r--..----.-.--.-------.-.-.....-..--... .. -.. Signal Timing Data for US-I. in A ventura Page 4 of 4 900 9 121 12 99 12 4 1 7 13 1 4 2 20 5 14 180SCH HRS 915 7 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180AVG 1330 1 37 7 54 12 4 1 7 18 1 4 2 10 5 14 125AM PEAK 1400 3 121 16 99 12 4 1 7 13 1 4 2 16 5 14 180SCH HRS 1530 5 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180SCH HRS 1615 6 121 8 99 12 4 1 7 17 1 4 2 20 5 14 180AVG PM 2300 2 65 7 77 12 4 1 7 13 1 4 2 17 5 14 150MID-DAY 2330 4 64 7 26 12 4 1 7 13 1 4 2 8 5 14 900FF PEAK 5757 NE 203 ST @ 2800 BLK TIMING FOR DAY # 13 (SECTION 278) PAGE 4 TIME PT OFF EWW W F Y R SG Y R EL Y R S Y M CYC MIN: 1 13 7 5 o 23 0 7 10 13 4 1 20 4 1 12 3 2 7 77 LATE NI 600 4 0 7 10 13 4 1 20 4 1 12 3 2 7 77 OFF PEA 630 1 0 7 10 13 4 1 20 4 1 12 3 2 7 77 AM PEAK 700 7 0 7 25 13 4 1 25 4 1 18 3 2 7 103AVG M2 0 1100 12 0 7 25 13 4 1 25 4 1 18 3 2 7 103 AVG M2 1330 6 0 7 25 13 4 1 25 4 1 18 3 2 7 103 AVG PM 2300 2 0 7 20 13 4 1 20 4 1 15 3 2 7 90 MID-DAY 2330 4 0 7 10 13 4 1 20 4 1 12 3 2 7 77 OFF PEA 5918+4905 NE 203 ST @ 29 CT & PL TIMING FOR DAY # 13 (SECTION 278) PAGE 4 TIME PT OFF NW F Y R EWG Y R XW F NL Y R S Y M CYC MIN: 7 10 7 19 7 o 23 o 20 10 4 1 15 4 1 7 19 18 4 1 7 104 LATE NI 600 4 o 20 10 4 1 30 4 1 7 19 15 4 1 7 116 OFF PEA 630 1 o 20 10 4 1 25 4 1 7 19 18 4 1 7 114 AM PEAK 700 7 o 35 10 4 1 25 4 1 7 19 22 4 1 7 133AVG M2 0 1100 12 o 35 10 4 1 20 4 1 7 19 22 4 1 7 128 AVG M2 1330 6 o 35 10 4 1 20 4 1 7 19 25 4 1 7 131 AVG PM 2300 2 o 32 10 4 1 15 4 1 7 19 20 4 1 7 118 MID-DAY 2330 4 o 20 10 4 1 30 4 1 7 19 15 4 1 7 116 OFF PEA 8/24/2006 r....-~----~..._..".~..~~._~......,~....'''."...,-.~'''.,." - - - - - APPENDIX C - - - Capacity Analyses Existing Conditions AM I PM - - - - - - - - HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 213 st Inter.: 213 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound 1 Northbound I Southbound L T R I L T R 1 L T R I L T R 1 1 1 No. Lanes 0 0 0 1 2 0 2 1 0 3 1 1 1 3 0 LGConfig I L R I T R 1 L T Volume 1255 382 1 1261 89 1279 1441 Lane Width 112.0 12.0 1 12.0 12.0 112.0 12.0 RTOR Vol 1 55 I 12 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left 1 NB Left Thru 1 Thru A Right 1 Right A Peds 1 Peds WB Left A 1 SB Left A A Thru 1 Thru A A Right A I Right Peds I Peds NB Right I EB Right SB Right I WB Right A Green 25.0 0.0 10.0 129.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 477 3437 0.61 0.14 75.1 E 68.7 E R 638 2803 0.60 0.23 63.8 E Northbound T 3636 5074 0.38 0.72 10.0- A 9.8 A R 1134 1583 0.07 0.72 7.7 A Southbound L 317 1770 1.17 0.80 123.6 F T 4059 5074 0.43 0.80 5.5 A 26.4 C Intersection Delay = 27.4 (sec/veh) Intersection LOS = C ro-_o____,o '0______0._ 000.0.. HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 213 st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/2006 Jurisd: Aventura Period: P.M. Peak Hour - Existing Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: 213 st N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I 0 0 0 I 2 0 2 I 0 3 1 I 1 3 0 I L R I T R I L T 1188 317 I 2392 167 1298 1629 112.0 12.0 I 12.0 12.0 112.0 12.0 I 45 I 24 I Duration 0.25 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 I 5 6 7 8 I NB Left I Thru A I Right A I Peds A I SB Left A A I Thru A A A I Right I Peds I EB Right I WB Right A 25.0 10.0 129.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Eastbound Westbound L 477 3437 0.51 0.14 72.8 E 66.3 E R 638 2803 0.51 0.23 61. 4 E Northbound T 3636 5074 0.69 0.72 14.9 B 14.5 B R 1134 1583 0.14 0.72 8.1 A Southbound L 142 1770 2.39 0.80 705.3 F T 4059 5074 0.43 0.80 5.5 A 120.0 F Intersection Delay = 61.1 (sec/veh) Intersection LOS = E HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 209 st Inter.: 209 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd 1 LT SIGNALIZED INTERSECTION SUMMARY 1 Westbound 1 Northbound 1 L T R I L T R I 1 1 1 010 1 1 R I LTR I L 68 11 0 7 1183 12.0 I 12.0 112.0 9 1 0 1 No. Lanes LGConfig Volume Lane Width RTOR Vol I Eastbound 1 L T R I 1 I 126 9 1 12.0 I o I Southbound 1 L T R 1 1 1 L 165 112.0 I 1 3 0 TR 1687 35 12.0 o 3 TR 1481 7 12.0 o 4 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A A Thru A 1 Thru A Right A I Right A Peds I Peds WB Left A I SB Left A A Thru A 1 Thru A Right A I Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right A Green 32.0 0.0 5.0 129.0 0.0 Yellow 4.0 3.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LT 274 R 287 Westbound 1544 1615 0.20 0.18 0.25 0.18 63.5 E 64.2 E 63.9 E LTR 285 1604 0.10 0.18 62.1 E 62.1 E Northbound L 131 TR 3633 1805 5069 1. 66 0.48 0.76 0.72 360.9 F 11.1 B 49.8 D Southbound L 181 TR 3627 1770 5061 0.68 0.59 0.76 0.72 20.2 12.7 C B 13.1 B Intersection Delay = 31.5 (sec/veh) Intersection LOS = C r__._______OOO..OOO_.___ 00 ___._.00000.0____... HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 209 st Inter.: 209 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol 1 Eastbound 1 L T R I 1 1 140 1 1 SIGNALIZED INTERSECTION SUMMARY 1 Northbound I L T R 1 I 130 I L TR 193 2582 3 112.0 12.0 I 0 I Southbound 1 L T R 1 I 130 1 L TR 125 2081 11 112.0 12.0 1 0 o 1 1 LT R 1 87 12.0 12.0 12 I Westbound I L T R 1 I 0 1 125 I 1 1 0 LTR 21 83 12.0 12 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WB Right A Green 32.0 0.0 5.0 129.0 0.0 Yellow 4.0 3.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LT 147 R 287 Westbound 828 1615 LTR 268 1506 Northbound L 116 TR 3636 1805 5073 Southbound L 90 TR 3632 1770 5068 0.40 0.18 0.33 0.18 0.71 0.18 0.94 0.76 0.77 0.72 0.41 0.76 0.62 0.72 67.3 E 65.3 E 66.1 E 78.3 E 78.3 E 97.8 F 17.3 B 20.3 C 27.4 C 13.4 B 13.6 B Intersection Delay = 20.8 (sec/veh) Intersection LOS = C r...-o..----o._o~___.o..__.__-....._..o.. o. HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 207 st/208 st Inter.: 208 st/207st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound I Northbound 1 Southbound I L T R 1 L T R I L T R I L T R I 1 1 I No. Lanes 1 0 1 0 I 1 1 1 1 1 3 1 1 1 3 0 LGConfig 1 LTR I L LT R 1 L T R 1 L TR Volume 17 24 100 1439 11 110 196 1549 191 167 1863 0 Lane Width I 12.0 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 RTOR Vol 1 13 I 15 1 27 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A A Thru A 1 Thru A Right A I Right A Peds I Peds WB Left A I SB Left A A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right I WB Right A Green 10.0 37.0 0.0 15.0 97.0 0.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LTR 97 1738 1. 70 0.06 440.4 F 440.4 F Westbound L 364 1770 1. 39 0.21 262.0 F LT 391 1900 0.06 0.21 57.5 E 214.0 F R 510 1583 0.24 0.32 45.1 D Northbound L 192 1805 0.64 0.64 56.0 E T . 2734 5074 0.63 0.54 29.4 C 30.3 C R 853 1583 0.25 0.54 22.3 C Southbound L 222 1770 0.43 0.64 22.8 C TR 2734 5074 0.76 0.54 33.6 C 33.1 C Intersection Delay = 68.6 (sec/veh) Intersection LOS = E r--..----.--.--..-~-.---~--......- 0.....0._...__. HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 207 st/208 st Inter.: 208 st/207st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd 1 Eastbound I L T R 1 1 0 1 110 1 I SIGNALIZED INTERSECTION SUMMARY 1 Westbound 1 Northbound 1 L T R 1 L T R I 1 1111113 1 1 L LT R I L T R 1435 17 126 1131 2563 295 112.0 12.0 12.0 112.0 12.0 12.0 I 18 1 42 1 Southbound 1 L T R 1 I 130 I L TR 1173 2062 0 112.0 12.0 1 0 No. Lanes LGConfig Volume Lane Width RTOR Vol 1 0 . LTR 41 114 12.0 16 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A A Thru A I Thru A Right A 1 Right A Peds 1 Peds WB Left A I SB Left A A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right SB Right I WB Right A Green 12.0 31.0 0.0 20.0 96.0 0.0 Yellow 4.0 4.0 4.0 4.0 All Red 2.0 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LTR 115 Westbound L 305 LT 327 R 501 Northbound L 243 T 2706 R 844 Southbound L 239 TR 2706 1721 1770 1900 1583 1805 5074 1583 1770 5074 1.94 0.07 1. 58 0.12 0.25 0.63 1. 01 0.34 1. 05 0.81 536.8 F 536.8 F 0.17 0.17 0.32 352.3 F 63.1 E 45.9 D 275.3 F 0.67 0.53 0.53 58.8 E 61. 2 E 24.2 C 57.7 E 0.67 0.53 139.5 F 36.5 D 47.1 D Intersection Delay = 91.9 (sec/veh) Intersection LOS = F r-..---._._._-_._..."_._..--_..__........~........__..o_. -- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 191 st Inter.: 191 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol 000 SIGNALIZED INTERSECTION SUMMARY 1 Westbound 1 Northbound I L T R 1 L T R 1 I 1 201 I 1 1 L R 1 L 1106 102 119 112.0 12.0 112.0 I 14 1 Eastbound L T R 4 0 TR 1911 62 12.0 1 Southbound 1 L T R I I 140 1 L T 1371 2001 112.0 12.0 1 9 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left 1 NB Left A Thru 1 Thru A Right 1 Right A Peds I Peds WB Left A I SB Left A A Thru 1 Thru A A Right A 1 Right Peds 1 Peds NB Right 1 EB Right SB Right I WB Right A Green 29.0 0.0 10.0 124.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 554 3437 0.22 0.16 65.8 E 60.6 E R 396 1583 0.25 0.25 54.4 D Northbound L 91 132 0.24 0.69 11.8 B TR 4642 6738 0.48 0.69 13.1 B 13.1 B Southbound L 175 1770 2.41 0.78 695.5 F T 5262 6765 0.43 0.78 6.8 A 114.6 F Intersection Delay = 68.0 (sec/veh) Intersection LOS = E r -.-- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 191 st Inter.: 191 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol 000 SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound 1 L T R 1 L T R I I 120 1 I 140 I L R 1 L TR 1413 382 122 3127 63 112.0 12.0 112.0 12.0 I 54 I 9 Eastbound L T R 1 Southbound I L T R 1 1 140 I L T 1273 2561 112.0 12.0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left 1 NB Left A Thru I Thru A Right I Right A Peds 1 Peds WB Left A 1 SB Left A A Thru I Thru A A Right A I Right Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right A Green 29.0 0.0 10.0 124.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 554 3437 0.80 0.16 81.0 F 83.5 F R 396 1583 0.89 0.25 86.7 F Northbound L 50 73 0.48 0.69 20.1 C TR 4649 6748 0.74 0.69 18.3 B 18.3 B Southbound L 139 1770 2.12 0.78 586.8 F T 5262 6765 0.52 0.78 7.6 A 63.5 E -- Intersection Delay = 44.3 (sec/veh) Intersection LOS = D r.--"'--- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 187 st Inter.: 187 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound Northbound 1 Southbound L T R 1 L T R L T R I L T R 1 I 0 0 0 1 1 0 0 0 4 0 1 2 3 0 I L LR TR I L T 1201 35 2422 107 174 2070 112.0 12.0 12.0 112.0 12.0 I 4 15 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru A A Right Right A A Peds Peds WB Left A SB Left A Thru Thru A A Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 19.0 0.0 10.0 122.0 7.0 0.0 Yellow 4.0 5.0 4.0 4.0 All Red 2.0 0.0 1.0 2.0 Cycle Length: 180.0 secs 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 Westbound' L 187 1770 1. 26 0.11 234.0 F LR 167 1583 0.29 0.11 75.2 E 207.2 F Northbound TR 5008 6727 0.61 0.74 10.9 B 10.9 B Southbound L 191 3437 0.53 0.06 85.5 F T 3862 5074 0.60 0.76 9.8 A 12.9 B Intersection Delay = 21.5 (sec/veh) Intersection LOS = C r----.-.,----'-<-----~-.-.-"--..".~. HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 187 st Inter.: 187 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound 1 Southbound L T R I L T R 1 L T R I L T R I 1 I 0 0 0 1 1 0 0 1 0 4 0 1 2 3 0 1 L LR I TR 1 L T 1416 21 I 3199 91 1128 2682 112.0 12.0 1 12.0 112.0 12.0 I 3 1 12 I No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 3 4 1 5 6 7 8 I NB Left I Thru A A I Right A A I Peds I SB Left A I Thru A A I Right I Peds I EB Right I WB Right Phase Combination 1 2 EB Left Thru Right Peds WB Left A Thru Right A Peds NB Right SB Right Green 19.0 0.0 10.0 82.0 47.0 0.0 Yellow 4.0 5.0 4.0 4.0 All Red 2.0 0.0 1.0 2.0 Cycle Length: 180.0 secs 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 Westbound L 187 1770 2.75 0.11 882.2 F LR 167 1583 0.23 0.11 74.5 E 825.3 F Northbound TR 5017 6739 0.71 0.74 13.0 B 13.0 B Southbound L 191 3437 0.73 0.06 96.8 F T 2734 5074 1. 00 0.54 59.0 E 60.8 E Intersection Delay = 96.8 (sec/veh) Intersection LOS = F r------.--------.--..--~----.-..--o. . HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 186 st No. Lanes LGConfig Volume Lane Width RTOR Vol I Eastbound 1 L T R 1 121 1 1 L LT R 11179 44 464 112.0 12.0 12.0 1 66 Inter.: 186 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound 1 L T R 1 L T R 1 1 102 0 I 2 1 LTR 1 L 147 1580 1472 I 12.0 112.0 1 0 I 1 Southbound 1 L T R I 1 1 L 131 112.0 1 4 0 TR 1724 19 12.0 1 4 1 T R 1952 776 12.0 12.0 109 2 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NB Left A Thru A 1 Thru A Right A I Right A Peds 1 Peds WB Left A 1 SB Left A A Thru A 1 Thru A Right A 1 Right A Peds 1 Peds NB Right I EB Right SB Right I WB Right Green 50.0 15.0 0.0 20.0 71.0 0.0 Yellow 4.0 4.0 6.0 4.0 All Red 2.0 2.0 0.0 2.0 Cycle Length: 180.0 secs 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 974 LT 528 R 449 Westbound 3505 1900 1615 LTR 297 3561 Northbound L 389 TR 2664 3505 6753 1.44 0.28 0.12 0.28 1.08 0.28 269.5 F 48.7 D 130.7 F 227.7 F 0.82 0.08 97.5 F 97.5 F 1.73 0.11 0.70 0.39 420.3 F 46.6 D 145.3 F Southbound L 238 1770 0.23 0.54 27.3 C T 2668 6765 0.76 0.39 48.5 D 74.7 E R 637 1615 1.18 0.39 149.4 F Intersection Delay = 138.6 (sec/veh) Intersection LOS = F r HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 183 st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/06 Jurisd: Aventura Period: A.M. Peak Hour - Existing Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W st: 183 st (Williams Island Blvd) N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound 1 Northbound I Southbound L T R 1 L T R I L T R 1 L T R 1 I 1 0 0 0 I 1 0 1 1 0 4 0 I 2 4 0 1 L R 1 TR I L T 1209 239 I 1598 137 1195 1956 112.0 12.0 1 12.0 112.0 12.0 1 34 I 18 I Duration 0.25 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 5 6 7 8 NB Left Thru A Right A Peds A SB Left A Thru A A A Right Peds EB Right WB Right A 35.0 0.0 21.0 108.0 0.0 4.0 5.0 4.0 1.0 0.0 2.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Eastbound Westbound L 344 1770 0.72 0.19 75.3 E 61. 5 E R 536 1583 0.43 0.34 46.6 D Northbound TR 4007 6678 0.45 0.60 19.9 B 19.9 B Southbound L 401 3437 0.59 0.12 77.6 E T 5036 6765 0.42 0.74 8.6 A 15.5 B Intersection Delay = 22.0 (sec/veh) Intersection LOS = C r-------..o....---...--"....---.... ...__.....~_..oo..._._... ..... .. HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 183 st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/2006 Jurisd: Aventura Period: P.M. Peak Hour - Existing Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: 183 st (Williams Island Blvd) N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound I Southbound L T R 1 L T R 1 L T R I L T R I 1 I 0 0 0 1 1 0 1 I 0 4 0 1 2 4 0 1 L R I TR 1 L T 1279 231 I 2613 249 1246 2032 112.0 12.0 1 12.0 112.0 12.0 I 33 1 34 1 Duration 0.25 Area Type: All other areas Signal Operations 3 4 I 5 6 7 8 I NB Left 1 Thru A 1 Right A 1 Peds I SB Left A I Thru A A I Right 1 Peds 1 EB Right 1 WB Right Phase Combination 1 2 EB Left Thru Right Peds WB Left A Thru Right A Peds NB Right SB Right Green 40.0 0.0 21.0 103.0 0.0 Yellow 4.0 5.0 4.0 All Red 1.0 0.0 2.0 Cycle Length: 180.0 secs 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 Westbound L 393 1770 0.82 0.22 79.2 E 74.5 E R 352 1583 0.65 0.22 68.0 E Northbound TR 3830 6693 0.82 0.57 32.4 C 32.4 C Southbound L 401 3437 0.67 0.12 80.6 F T 4848 6765 0.45 0.72 10.7 B 18.4 B Intersection Delay = 30.6 (sec/veh) Intersection LOS = C HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 182 st Inter.: 182 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound 1 Northbound I Southbound L T R I L T R 1 L T R I L T R I I 1 0 0 0 1 1 0 1 1 0 4 0 1 1 4 0 I L R 1 TR I L T 128 57 1 1717 4 122 2279 112.0 12.0 I 12.0 112.0 12.0 1 0 1 0 1 Duration 0.25 Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 5 6 7 8 NB Left Thru A Right A Peds A SB Left A A Thru A A A Right Peds EB Right WB Right A 19.0 0.0 15.0 130.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Grp Eastbound Westbound L 187 1770 0.33 0.11 75.7 E 65.5 E R 352 1583 0.23 0.22 57.7 E Northbound TR 4881 6759 0.41 0.72 9.9 A 9.9 A Southbound L 261 1770 0.10 0.83 4.2 A T 5637 6765 0.45 0.83 4.1 A 4.1 A Intersection Delay = 8.4 (sec/veh) Intersection LOS = A HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 182 st Inter.: 182 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol 000 SIGNALIZED INTERSECTION SUMMARY 1 Westbound I Northbound 1 L T R I L T R I 1 110 1 1 0 1 L R I 133 30 I 112.0 12.0 1 1 0 1 Eastbound L T R 4 0 TR 3059 42 12.0 1 Southbound I L T R 1 1 140 1 L T 161 2270 112.0 12.0 1 o Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru A Right Right A Peds Peds WBLeft A SB Left A A Thru Thru A A Right A Right Peds Peds NB Right EB Right SB Right WB Right A Green 27.0 0.0 15.0 122.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 266 1770 0.14 0.15' 66.7 E 57.9 E R 422 1583 0.10 0.27 49.8 D Northbound TR 4569 6741 0.76 0.68 20.1 C 20.1 C Southbound L 190 1770 0.43 0.79 43.2 D T 5337 6765 0.45 0.79 6.3 A 7.5 A Intersection Delay = 15.4 ( sec/veh) Intersection LOS = B r--- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 180 st Inter.: 180 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound 1 Southbound L T R 1 L T R I L T R 1 L T R I 1 1 0 0 0 1 1 0 1 1 1 4 0 I 1 4 0 1 L R 1 L TR I L TR 194 161 116 1518 60 1155 2259 4 112.0 .12.0 112.0 12.0 112.0 12.0 1 22 1 8 I 0 No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 I 1 NB Left I Thru I Right 1 Peds A 1 SB Left 1 Thru A 1 Right I Peqs 1 EB Right 1 WB Right Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red 5 6 A A A 7 8 A A A A A A 27.0 0.0 4.0 2.0 16.0 119.0 0.0 6.0 4.0 0.0 2.0 Cycle Length: Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate ( s) 180.0 secs Appr/ Lane Grp Lane Group Capacity v/c g/C Delay LOS Delay LOS Eastbound Westbound L 266 1770 0.57 0.15 74.1 E 78.1 E R 237 1583 0.70 0.15 81. 9 F Northbound L 69 105 0.26 0.66 14.5 B TR 4434 6707 0.38 0.66 13.9 B 13.9 B Southbound L 297 1770 0.70 0.78 21.8 C TR 5298 6764 0.47 0.78 6.7 A 7.9 A Intersection Delay = 14.8 (sec/veh) Intersection LOS = B t.-..._~ "--~-"-_'~-~-~--~__'''"''_'"'~'__''_''''_' ~'_._~__'_"""..'___" I HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 180 st Inter.: 180 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound 1 Southbound L T R 1 L T R 1 L T R 1 L T R 1 I I No. Lanes 0 0 0 1 1 0 1 I 1 4 0 I 1 4 0 LGConfig 1 L R I L TR 1 L TR Volume 169 195 143 2814 109 1126 2171 5 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 27 I 15 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left I NB Left A Thru I Thru A Right I Right A Peds 1 Peds WB Left A 1 SB Left A A Thru I Thru A A Right A I Right A A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 27.0 0.0 16.0 119.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 2.0 Cycle Length: 180.0 secs 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 Westbound L 266 1770 0.31 0.15 68.9 E 88.3 F R 237 1583 0.84 0.15 96.4 F Northbound L 79 120 0.61 0.66 30.0 C TR 4447 6726 0.71 0.66 20.0- B 20.1 C Southbound L 199 1770 0.74 0.78 70.8 E TR 5298 6763 0.45 0.78 6.6 A 10.3 B Intersection Delay = 19.2 (sec/veh) Intersection LOS = B ,. I HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: Point East Dr. Inter.: Point East Dr. @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound 1 Southbound L T R I L T R I L T R I L T R I 1 I No. Lanes 0 0 0 1 1 0 1 I 1 4 0 1 1 4 0 LGConfig I L R 1 L TR 1 L T Volume 172 63 17 2184 43 1140 2201 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 9 I 6 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left I NB Left A Thru 1 Thru A Right 1 Right A Peds I Peds WB Left A 1 SB Left A A Thru 1 Thru A A Right A I Right Peds I Peds NB Right 1 EB Right SB Right 1 WB Right Green 25.0 0.0 20.0 119.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 246 1770 0.33 0.14 70.7 E 71.1 E R 220 1583 0.37 0.14 71.4 E Northbound L 91 137 0.13 0.66 12.0 B TR 4461 6748 0.58 0.66 16.9 B 16.9 B Southbound L 240 1770 0.65 0.80 59.1 E T 5412 6765 0.42 0.80 5.4 A 8.9 A Intersection Delay = 14.9 (sec/v:eh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: Point East Dr. @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/2006 Jurisd: Aventura period: P.M. Peak Hour - Existing Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: Point East Dr. N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound 1 Northbound 1 Southbound L T R 1 L T R I L T R 1 L T R 1 1 I No. Lanes 0 0 0 1 1 0 1 1 1 4 0 1 1 4 0 LGConfig I L R I L TR 1 L T Volume 164 51 167 3149 78 1216 2684 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol I 7 I 11 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left 1 NB Left A Thru 1 Thru A Right I Right A Peds 1 Peds WB Left A 1 SB Left A A Thru I Thru A A Right A I Right Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 25.0 0.0 20.0 119.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 246 1770 0.40 0.14 71.7 E 71.0 E R 220 1583 0.23 0.14 69.5 E Northbound L 51 77 2.08 0.66 576.3 F TR 4453 6736 0.78 0.66 22.4 C 38.7 D Southbound L 238 1770 1. 04 0.80 137.1 F T 5412 6765 0.51 0.80 6.2 A 16.9 B Intersection Delay = 29.7 (sec/veh) Intersection LOS = C t-------"--.----~.-...". ..-.-..... - - - APPENDIX D - Capacity Analyses Proposed Improvements - AM I PM - - - - ,- - HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 213 st Inter.: 213 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound 1 Southbound L T R I L T R 1 L T R I L T R 1 I 1 0 0 0 1 2 0 2 1 0 3 1 I 1 3 0 I L R I T R I L T 1255 382 1 1261 89 1279 1441 112.0 12.0 1 12.0 12.0 112.0 12.0 1 55 1 12 1 Area Type: All other areas Signal Operations 1 2 3 4 5 6 7 8 NB Left Thru A Right A Peds A SB Left A A Thru A A A Right Peds EB Right WB Right A 30.0 0.0 16.0 118.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Duration 0.25 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Lane Group Grp Capacity Eastbound Westbound L 573 3437 0.51 0.17 69.0 E 60.0 E R 810 2803 0.48 0.29 53.2 D Northbound T 3326 5074 0.41 0.66 14.7 B 14.5 B R 1038 1583 0.08 0.66 11. 3 B Southbound L 347 1770 1. 07 0.77 96.9 F T 3918 5074 0.44 0.77 7.2 A 23.0 C Intersection Delay = 26.0 (sec/veh) Intersection LOS = C HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 213 st Inter.: 213 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound 1 Southbound L T R I L T R I L T R I L T R I 1 1 0 0 0 1 2 0 2 1 0 3 1 1 1 3 0 I L R I T R 1 L T 1188 317 1 2392 167 1298 1629 112.0 12.0 I 12.0 12.0 112.0 12.0 I 45 I 24 1 Duration 0.25 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 I 5 6 7 8 I NB Left 1 Thru A 1 Right A 1 Peds A 1 SB Left A A I Thru A A A I Right 1 Peds 1 EB Right 1 WB Right A 30.0 16.0 118.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Eastbound Westbound L 573 3437 0.43 0.17 67.8 E 58.7 E R 810 2803 0.40 0.29 51.8 D Northbound T 3326 5074 0.76 0.66 22.2 C 21. 6 C R 1038 1583 0.16 0.66 12.0 B Southbound L 199 1770 1. 70 0.77 402.9 F T 3918 5074 0.44 0.77 7.2 A 71. 9 E Intersection Delay = 45.2 (sec/veh) Intersection LOS = D HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 209 st Inter.: 209 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol I Eastbound I L T R 1 101 1 LT 133 9 I 12.0 1 SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound 1 L T R 1 L T R I 1 1 I 011 I 1 R 1 LT R 1 L 92 11 0 7 1183 12.0 I 12.0 12.0 112.0 9 1 0 1 o 1 Southbound I L T R 1 1 I L 165 112.0 1 1 3 0 TR 1687 35 12.0 3 TR 1481 7 12.0 o 4 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A A Thru A I Thru A Right A 1 Right A Peds I Peds WB Left A I SB Left A A Thru A I Thru A Right A I Right A Peds 1 Peds NB Right 1 EB Right A SB Right I WB Right A Green 32.0 0.0 9.0 125.0 0.0 Yellow 4.0 3.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LT 269 R 422 Westbound 1515 1615 0.24 0.18 0.24 0.26 64.0 E 52.7 D 57.1 E LT 285 R 413 Northbound L 165 TR 3520 1605 1583 0.01 0.06 0.18 0.26 61. 0 E 50.0 D 51.5 D 1805 5069 1. 32 0.50 0.76 0.69 225.0 F 13.0 B 36.4 D Southbound L 213 TR 3515 1770 5061 0.58 0.60 0.76 0.69 15.0 B 14.8 B 14.8 B Intersection Delay = 26.3 (sec/veh) Intersection LOS = C HCS+: Signalized Intersections Release 5.2 SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I I I 1 I 0 1 1 I 0 1 1 I 1 3 0 I 1 3 0 I LT R I LT R I L TR I L TR 150 1 128 125 21 83 193 2582 3 125 2081 11 I 12.0 12.0 1 12.0 12.0 112.0 12.0 112.0 12.0 I 12 I 12 I 0 I 0 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 209 st No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 209 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right A SB Right WB Right A Green 32.0 0.0 9.0 125.0 0.0 Yellow 4.0 3.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 LT 227 R 422 Westbound 1276 1615 0.32 0.34 LT 271 R 413 Northbound L 150 TR 3523 1526 1583 0.28 0.28 1805 5073 0.73 0.80 Southbound L 130 TR 3519 1770 5068 0.28 0.64 0.18 0.26 65.3 E 54.5 D 58.1 E 0.18 0.26 64.6 E 53.4 D 57.8 E 0.76 0.69 52.0 D 20.2 C 21.4 C 0.76 0.69 27.2 C 15.6 B 15.8 B Intersection Delay = 21.7 (sec/veh) Intersection LOS = C ,- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 207 st/208 st Inter.: 208 st/207st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound L T R I L T R I L T R I I 001 I 211 I R I L LT R 1 L 100 1439 11 110 196 12.0 112.0 12.0 12.0 112.0 13 I 15 I 1 3 1 T R 1549 191 12.0 12.0 27 1 Southbound 1 L T R I 1 1 L 191 112.0 I o 1 3 'TR 1863 0 12.0 o Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left I NB Left A A Thru I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A A Thru A I Thru A Right A I Right A Peds I Peds NB Right I EB Right A SB Right 1 WB Right A Green 37.0 0.0 15.0 113.0 0.0 Yellow 4.0 4.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 44.2 D R 530 1644 0.19 0.32 44.2 D Westbound L 706 3437 0.72 0.21 70.1 E LT 391 1900 0.06 0.21 57.5 E R 510 1583 0.24 0.32 45.1 D Northbound L 213 1805 0.58 0.73 38.5 D T 3185 5074 0.54 0.63 19.1 B R 994 1583 0.22 0.63 14.5 B Southbound L 255 1770 0.51 0.73 16.7 B TR 3185 5074 0.65 0.63 21.5 C 64.9 E 19.7 B 21. 3 C Intersection Delay = 26.8 (sec/veh) Intersection LOS = C r' HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 208 st/207st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/2006 Jurisd: Aventura period: P.M. Peak Hour - Proposed Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: 207 st/208 st N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound L T R I L T R 1 L T R I I 001 I 211 I 131 R I L LT R I L T R 114 1435 17 126 1131 2563 295 12.0 112.0 12.0 12.0 112.0 12.0 12.0 16 I 18 I 42 I Southbound I L T R I I 130 I L TR 1133 2062 0 112.0 12.0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left I NB Left A A Thru I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A A Thru A I Thru A Right A I Right A Peds 1 Peds NB Right 1 EB Right A SB Right I WB Right A Green 31.0 0.0 20.0 114.0 0.0 Yellow 4.0 4.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 R 521 Westbound L 592 LT 327 R 501 Northbound L 253 T 3214 R 1003 Southbound L 238 TR 3214 46.6 D 1644 0.29 0.32 46.6 D 3437 1900 1583 0.82 0.12 0.25 0.17 0.17 0.32 80.4 63.1 45.9 F E D 72.7 E 1805 5074 1583 0.61 0.85 0.29 0.77 0.63 0.63 52.9 28.5 14.9 D C B 28.4 C 1770 5074 0.81 0.68 0.77 0.63 82.1 21. 9 F C 26.8 C Intersection Delay = 32.8 (sec/veh) Intersection LOS = C r--- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: A.M. Peak Hour - Proposed Project rD: Traffic Study Aventura E/W St: 191 st Inter.: 191 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol 000 SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound I L T R I L T R I I I 301 I I L R I L 1106 102119 .112.0 12.0 112.0 I 14 I Eastbound L T R 1 4 0 TR 1911 62 12.0 I Southbound I L T R I I 140 I L T 1371 2001 112.0 12.0 I 9 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left I NB Left A Thru I Thru A Right I Right A Peds I Peds WB Left A I SB Left A A Thru 1 Thru A A Right A I Right Peds 1 Peds NB Right I EB Right SB Right I WB Right A Green 31.0 0.0 14.0 118.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 830 4820 0.14 0.17 63.3 E 57.1 E R 449 1583 0.22 0.28 49.6 D Northbound L 87 133 0.25 0.66 14.3 B TR 4417 6738 0.51 0.66 16.1 B 16.0 B Southbound L 208 1770 2.03 0.77 530.7 F T 5186 6765 0.44 0.77 7.4 A 89.4 F Intersection Delay = 56.0 ( sec/veh) Intersection LOS = E r- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 191 st Inter.: 191 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound 1 Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I 0 0 0 I 3 0 1 I 1 4 0 I 1 4 0 I L R 1 L TR I L T 1394 368 121 3009 61 1263 2465 112.0 12.0 112.0 12.0 112.0 12.0 I 54 I 9 I Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 5 6 7 8 NB Left A Thru A Right A Peds A SB Left A A Thru A A A Right Peds EB Right WB Right A 29.0 0.0 14.0 120.0 0.0 4.0 6.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Lane Group Grp Capacity Eastbound Westbound L 777 4820 0.55 0.16 70.2 E 70.1 E R 431 1583 0.78 0.27 69.8 E Northbound L 57 86 0.40 0.67 18.3 B TR 4499 6748 0.73 0.67 20.1 C 20.1 C Southbound L 179 1770 1. 58 0.78 351.1 F T 5262 6765 0.50 0.78 7.4 A 40.5 D Intersection Delay = 34.1 (sec/veh) Intersection LOS = C r~ HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 187 st Inter.: 187 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound 1 Southbound L T R I L T R I L T R I L T R I I I 0 0 0 I 2 0 0 1 0 4 0 I 1 3 0 I L LR I TR I L T 1201 35 I 2422 107 174 2070 112.0 12.0 I 12.0 112.0 12.0 I 4 I 15 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left I NB Left Thru I Thru A A Right I Right A A Peds 1 Peds WB Left A I SB Left A A Thru I Thru A A Right A I Right Peds I Peds NB Right I EB Right SB Right I WB Right Green 22.0 0.0 10.0 119.0 7.0 0.0 Yellow 4.0 5.0 4.0 4.0 All Red 2.0 0.0 1.0 2.0 Cycle Length: 180.0 secs 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 Westbound L 420 3437 0.56 0.12 76.2 E LR 193 1583 0.25 0.12 72.2 E 75.5 E Northbound TR 4896 6727 0.62 0.73 12.4 B 12.4 B Southbound L 139 1770 0.73 0.74 63.6 E T 3777 5074 0.62 0.74 11. 2 B 13.3 B Intersection Delay = 15.9 (sec/veh) Intersection LOS = B 1'-__0 HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/06/2006 Period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 187 st Inter.: 187 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R 1 L T R I L T R I 1 I 0 0 0 I 2 0 0 I 0 4 0 I 1 3 0 I L LR I TR I L T 1416 21 I 3199 91 1128 2682 112.0 12.0 I 12.0 112.0 12.0 I 3 I 12 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru Thru A A Right Right A A Peds Peds WB Left A SB Left A A Thru Thru A A Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 19.0 0.0 13.0 79.0 47.0 0.0 Yellow 4.0 5.0 4.0 4.0 All Red 2.0 0.0 1.0 2.0 Cycle Length: 180.0 secs 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 Westbound L 363 3437 1. 42 0.11 283.3 F LR 167 1583 0.23 0.11 74.5 E 268.6 F Northbound TR 4904 6739 0.73 0.73 14.8 B 14.8 B Southbound L 170 1770 0.82 0.54 77.8 E T 2734 5074 1. 00 0.54 59.0 E 59.9 E Intersection Delay = 53.3 ( sec/veh) Intersection LOS = D t"-- HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: P.M. Peak Hour - Existing Project ID: Traffic Study Aventura E/W St: 186 st Inter.: 186 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I I I I No. Lanes I 2 1 1 I 0 2 0 I 2 4 0 1 1 4 1 LGConfig I L LT R I LTR I L TR I L T R Volume 1935 101 373 180 243 24 1504 2390 24 130 2323 1210 Lane Width 112.0 12.0 12.0 I 12.0 112.0 12.0 112.0 12.0 12.0 RTOR Vol I 52 I 3 1 3 I 171 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A I NB Left A Thru A I Thru A Right A I Right A Peds I Peds WB Left A I SB Left A A Thru A I Thru A Right A I Right A Peds I Peds NB Right 1 EB Right SB Right I WB Right Green 50.0 15.0 0.0 20.0 71.0 0.0 Yellow 4.0 4.0 6.0 4.0 All Red 2.0 2.0 0.0 2.0 Cycle Length: 180.0 secs 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 974 3505 1. 07 0.28 113.4 F LT 528 1900 0.21 0.28 50.1 D 98.4 F R 449 1615 0.80 0.28 69.8 E Westbound LTR 294 3523 1. 30 0.08 239.9 F 239.9 F Northbound L 389 3505 1. 44 0.11 292.0 F TR 2665 6757 1. 01 0.39 73.2 E 111. 0 F Southbound L 238 1770 0.14 T 2668 6765 0.97 R 637 1615 1.81 Intersection Delay = 141.4 0.54 34.8 C 0.39 64.3 E 174.8 F 0.39 425.9 F (sec/veh) Intersection LOS = F HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 183 st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/06 Jurisd: Aventura Period: A.M. Peak Hour - Proposed Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: 183 st (Williams Island Blvd) N/8 St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R 1 I 1 0 0 0 I 2 0 1 I 0 4 0 I 2 4 0 I L R I TR 1 L T 1209 239 I 1598 137 1195 1956 112.0 12.0 1 12.0 112.0 12.0 I 34 1 18 I Duration 0.25 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 I 5 6 7 8 I NB Left I Thru A I Right A I Peds A I SB Left A I Thru A A A I Right 1 Peds I EB Right I WB Right A 39.0 0.0 25.0 100.0 0.0 4.0 5.0 4.0 1.0 0.0 2.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Eastbound Westbound L 745 3437 0.33 0.22 59.8 E 50.5 D R 607 1583 0.38 0.38 40.4 D Northbound TR 3710 6678 0.49 0.56 24.6 C 24.6 C Southbound L 477 3437 0.49 0.14 72.4 E T 4886 6765 0.43 0.72 10.1 B 16.4 B Intersection Delay = 23.1 (sec/veh) Intersection LOS = C r HCS+: Signalized Intersections Release 5.2 Analyst: sgs Inter.: 183 st @ Biscayne Blvd Agency: Tinter Associates, Inc. Area Type: All other areas Date: 09/05/2006 Jurisd: Aventura Period: P.M. Peak Hour - Proposed Year: 2006 Project ID: Traffic Study Aventura Biscayne Blvd E/W St: 183 st (Williams Island Blvd) N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I 0 0 0 I 2 0 1 I 0 4 0 I 2 4 0 I L R I TR I L T 1279 231 I 2613 249 1246 2032 112.0 12.0 I 12.0 112.0 12.0 I 33 I 34 I No. Lanes LGConfig Volume Lane Width RTOR Vol Duration Area Phase Combination 1 2 EB Left Thru Right Peds WB Left A Thru Right A Peds NB Right SB Right Green 43.0 0.0 21.0 100.0 0.0 Yellow 4.0 5.0 4.0 All Red 1.0 0.0 2.0 Cycle Length: 180.0 secs 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 0.25 Type: All other areas Signal Operations 3 4 1 5 6 7 8 I NB Left I Thru A I Right A 1 Peds I SB Left A 1 Thru A A I Right I Peds I EB Right I WB Right Eastbound Westbound L 821 3437 0.39 0.24 57.8 E 60.3 E R 378 1583 0.61 0.24 63.8 E Northbound TR 3718 6693 0.84 0.56 35.2 D 35.2 D Southbound L 401 3437 0.67 0.12 80.6 F T 4735 6765 0.46 0.70 12.0 B 19.6 B Intersection Delay = 31.2 (sec/veh) Intersection LOS = C HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 182 st Inter.: 182 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I 1 I 0 0 0 I 1 0 1 I 0 4 0 I 1 4 0 I L R 1 TR I L T 128 57 I 1717 4 122 2279 112.0 12.0 I 12.0 112.0 12.0 I 0 1 0 I Duration 0.25 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 1 2 3 4 5 6 7 8 NB Left Thru A Right A Peds A SB Left A A Thru A A A Right Peds EB Right WB Right A 25.0 0.0 15.0 124.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Eastbound Westbound L 246 1770 0.25 0.14 69.7 E 60.2 E R 405 1583 0.20 0.26 52.8 D Northbound TR 4656 6759 0.43 0.69 12.4 B 12.4 B Southbound L 252 1770 0.10 0.80 5.8 A T 5412 6765 0.47 0.80 5.9 A 5.9 A Intersection Delay = 10.2 ( sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 182 st Inter.: 182 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R 1 L T R I I I 0 0 0 I 1 0 1 I 0 4 0 I 1 4 0 I L R 1 TR I L T 133 30 I 3059 42 161 2270 112.0 12.0 I 12.0 112.0 12.0 1 0 I 0 I No. Lanes LGConfig Volume Lane Width RTOR Vol Duration 0.25 Area Type: All other areas Signal Operations 1 2 3 4 1 5 6 7 8 1 NB Left I Thru A I Right A I Peds A I SB Left A A I Thru A A A I Right I Peds I EB Right I WB Right A 30.0 0.0 12.0 122.0 0.0 4.0 5.0 4.0 2.0 0.0 1.0 Cycle Length: 180.0 secs Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green Yellow All Red Appr/ Lane Lane Group Grp Capacity Eastbound Westbound L 295 1770 0.13 0.17 64.1 E 56.7 E R 422 1583 0.10 0.27 49.8 D Northbound TR 4569 6741 0.76 0.68 20.1 C 20.1 C Southbound L 160 1770 0.51 0.77 45.7 D T 5224 6765 0.46 0.77 7.3 A 8.6 A Intersection Delay = 15.8 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 180 st Inter.: 180 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S st: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R 1 L T R I I I No. Lanes 0 0 0 I 0 1 1 1 1 4 0 I 1 4 0 LGConfig 1 LT R I L TR I L TR Volume 194 6 161 116 1518 60 1155 2259 4 Lane Width I 12.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 22 I 8 I 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left I NB Left A Thru I Thru A Right I Right A Peds I Peds WB Left A I SB Left A A Thru A " Thru A A Right A I Right A A Peds I Peds NB Right I EB Right SB Right I WB Right A Green 30.0 0.0 16.0 116.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 2.0 Cycle Length: 180.0 secs 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 Westbound LT 297 1779 0.54 0.17 70.5 E 60.7 E R 457 1583 0.37 0.29 51.4 D Northbound L 68 105 0.26 0.64 15.8 B TR 4322 6707 0.39 0.64 15.3 B 15.3 B Southbound L 292 1770 0.72 0.77 24.4 C TR 5186 6764 0.48 0.77 7.8 A 9.1 A Intersection Delay = 14.9 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: 180 st Inter.: 180 st @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year. : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound 1 Southbound L T R I L T R I L T R I L T R I I I No. Lanes 0 0 0 I 0 1 1 I 1 4 0 I 1 4 0 LGConfig I LT R I L TR 1 L TR Volume 169 20 195 143 2814 109 1126 2176 5 Lane Width I 12.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol I 27 I 15 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left A Thru Thru A Right Right A Peds Peds WB Left A SB Left A A Thru A Thru A A Right A Right A A Peds Peds NB Right EB Right SB Right WB Right A Green 27.0 0.0 19.0 116.0 0.0 Yellow 4.0 6.0 4.0 All Red 2.0 0.0 2.0 Cycle Length: 180.0 secs 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 Westbound LT 270 1799 0.39 0.15 70.0 E 58.7 E R 457 1583 0.43 0.29 52.7 D Northbound L 77 119 0.62 0.64 33.7 C TR 4335 6726 0.73 0.64 22.0 C 22.2 C Southbound L 228 1770 0.64 0.78 61. 5 E TR 5298 6763 0.45 0.78 6.6 A 9.8 A Intersection Delay = 18.8 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: A.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: Point East Dr. Inter.: Point East Dr. @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I 0 0 0 I 1 0 1 I 1 4 0 I 1 4 0 1 L R I L TR I L T 172 63 17 2184 43 1140 2201 112.0 12.0 112.0 12.0 112.0 12.0 I 9 I 6 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left A Thru Thru A Right Right A Peds Peds WB Left A SB Left A A Thru Thru A A Right A Right Peds Peds NB Right EB Right SB Right WB Right Green 29.0 0.0' 25.0 110.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 285 1770 0.28 0.16 66.9 E 67.2 E R 255 1583 0.32 0.16 67.5 E Northbound L 84 137 0.14 0.61 15.7 B TR 4124 6748 0.63 0.61 22.4 C 22.3 C Southbound ,-' L 288 1770 0.55 0.78 52.3 D T 5262 6765 0.43 0.78 6.7 A 9.7 A Intersection Delay = 17.9 (sec/veh) Intersection LOS = B HCS+: Signalized Intersections Release 5.2 Analyst: sgs Agency: Tinter Associates, Inc. Date: 09/05/2006 Period: P.M. Peak Hour - Proposed Project ID: Traffic Study Aventura E/W St: Point East Dr. Inter.: Point East Dr. @ Biscayne Blvd Area Type: All other areas Jurisd: Aventura Year : 2006 Biscayne Blvd N/S St: Biscayne Blvd SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I No. Lanes 0 0 0 I 1 0 1 I 1 4 0 I 1 4 0 LGConfig I L R I L TR I L T Volume 164 51 167 3149 78 1216 2684 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol I 7 I 11 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left I NB Left A Thru I Thru A Right I Right A Peds I Peds WB Left A I SB Left A A Thru I Thru A A Right A I Right Peds I Peds NB Right I EB Right SB Right 1 WB Right Green 25.0 0.0 23.0 116.0 0.0 Yellow 4.0 5.0 4.0 All Red 2.0 0.0 1.0 Cycle Length: 180.0 secs 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 Westbound L 246 1770 0.40 0.14 71.7 E 71.0 E R 220 1583 0.23 0.14 69.5 E Northbound L 50 77 2.12 0.64 596.8 F TR 4341 6736 0.80 0.64 24.8 C 41. 6 D Southbound L 268 1770 0.93 0.80 101. 4 F T 5412 6765 0.51 0.80 6.2 A 14.0 B Intersection Delay = 30.0 ( sec/veh) Intersection LOS = C - - - APPENDIX E - - Improvements to Aventura Mall N.E. 199th Street N.E. 196th Street N.E. 19Sth Street - - - - - - - - ".. - - If. ~ t~h · ~f . tf , lJ.. \ -t ".. ~ ;:r.,., .~'i~; ~""""""-: ,c; , ~ .'~ , - ....,. ._+~-, ...~., ." ~,. " 'f If- ~ · ,~f. 't 'f . tf , lL. \ .~ . ,.,.. , /..~.- -- I / I IlT1 I I II ~I I I II I! i I I,\~ 11 'j : i i j, ; I ~_.._U.. I ~ I ~;,~, i I ,~~ I , , ~~;'> ; --..-.-- 'j /. I I I i \ '\ \ \ \ \ \ ~, . \? I~, _ I LllfIwlctI tIwI!lIllll'1f1 ~1I:tl'~llllt, I i1 , I I ~ r , \ ! J : \ : / :! III '//"\ ! I \ ,,/ / L' i i ': '. ~ ,', -.-,,, ,,/ : i .J 1.-", ".~ _"_'::'___ t _ ..I..,. Ji! ..... t__F~_~'-4_~_~_]~96th ST ( .-..--.. ...... -.- .--) ~ 'j;-- ,.:-....... '~,!t ~l ! '~;. ~. \.. ..J I j I I 'fT"I'-, 'I : <it: . I : ! i :, i I . , I.! I ! /11"111 \ ,/</1~ \, ! :--5r \2. -.---- .../' ,_, I I ~ . -:;:--- ~~. - - ---.--d - ,/ (=. L.=>f~-NE ~ ~?5th ST ;' "--'\ :I~' , I I > ". , ,"\ ',i ,. I '. \, \1 1..1 'j''l'\ \ '\ "I ,; I'! I, "\ 1\ 'i I, \ \ \i I 'I \ I !. I \ II \ \ \ \ '1\ " , \ \ \ ',', . . \ \ \ '\ ", . II . " \~ \\ ' \ '\ \ \ \ "'\.. \ \\\\\'. \ \ ... .\" \ \ \ \\ \ \ \ \ \ '. \ ; .. '.\ \ \ \, '\ \ '. \'-~' ': j I / . .,.~ ~, } / I --.f I I , (~ ~ I I I ,tV I Ii If>' I , i i ! ; / .<<< ',/::> ,,/ .,)' ,1',' ~." Northern Driveway AVENTURA MALL Southern Driveway / , ,~./' " \~- ./.. /,/ \',-., // \/ I / \. .~.. -.~ "'. \ \ \. . ' , /,,' .,/ (/' / , , ". /,,' "_'\\\." '\~-4l\ .,/ \\ .....,'., \'\, '\.. \.\ "- \ PROPOSED CONFIGURATION Alternative 8-1 (b) A VENTURA MALL ", " \ '. "". \.r~', \ \ \, t N N.T.S, -- .......-~'~,..,. VALET -.' ......-- ...--_.. t~ Twicr Associates, In.c. I'ronsportaeioD EDcinrm . 3',,'\\ '~a1Rlvd,S<,' '01 FIGURE 15 II. Lauderdale, FI \3309 >112 I',j~ 11184~3633 Fa}, I ~)4) 484.9612 ~"\\~tilltL'r,,\rn'('l'r1 "f\\llh ,:"" 1)O()O.11N 01-2051.BA - - - APPENDIX F - Level of Service Summary Sheet ,- - Cost Summary Sheet - - ,- - - - - - Tinter Associates, Inc. , Transportation Engineers LEVEL OF SERVICE AM PM Existing Proposed Existing Proposed N.E, 213tn C C E 0 N,E, 209th C C C C N.E. 207th E C F C N,E, 191st E E D C N.E, 187th C B F D N.E. 186th F F F F N,E. 183ra C C C C N,E, 182"d A B B B N.E, 180tn B B C B N,E, 17Stn B B B B City of Aventura Intersection Studies LOS Summary l~Tinter Associates, Inc. Transportation Engineers 3303 W. Commercial Blvd.) Ste. 201 . Ft. Lauderdale) Florida 33309 www.tinter.com (954) 484-3633 Tinter Associates, Inc. . Transportation Engineers 01-2051 AA ALl 1 5K to 10K N.E. 203rd Street ALl 2 50K to 100K 01-2051 AB Proposed Improvements 61K Williams Island 01-2051 AC N.E~ 213th Street 1K Bisea ne Blvd. N.E. 209 Street 15K N.E.208 Street/207 Street 25K N.E. 20t Street 2K N.E. 192" Street 2.5K N.E. 1915 Street 75K N.E. 187 Street 4K N.E. 183r Street 50K N.E. 182" Street 1K N.E. 180 Street 0.4K N.E. 178 Street 1.4K o City of A ventura Intersection Studies Cost Summary t~Tinter Associates, Inc. Transportation Engineers 3303 W. Commercial Blvd., Ste. 201 . Ft Lauderdale, Florida 33309 www.tinter.com (954) 484-3633