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HomeMy WebLinkAboutM-85-0243To. Clarance Patterson Assistant City Manager FROM: Donald W. Cathex Dine,cctor of P�tbltc�Works a January 30, 1985 DATE: F11t: Metrorail Sound sue�ECT: Barriers REFERENCES: For Commission Meeting ENCLJSURES:Cf February 14, 1985 Forthcoming is a report on Metrorail Sound Barriers installation for review and discussion during the Committee of the Whole. JHJ:az cc: Alberto Ruder 8S-24 CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: Honorable Mayor, and Members of the City Commission FRomr Donald W. Cather Director of Pubrl"�N Works DATE: February 6, 1985 FILE: SUBJECT: Status of Metrorail - Acoustical Barrier Installation REFERENCES: ENCLOSURES: Listed Below Following is a review and update on the Status of the Installation of Acoustical Barriers along Metrorail. Mr. Joseph M. Fletcher, Executive Director, Metro -Dade Transportation Administration (MDTA) advises that an advance stock of acoustical barriers are being installed at various locations along Metrorail. The current stock of Acoustical Barriers were to be installed in the most critical noise level areas until this initial stock is exhausted. These area locations are based on the same descriptor and criteria used in the Environmental Impact Statement (EIS) for the Metrorail Project. Bolt -Beranek and Newman, Inc. (BBN) is MDTA'S Acoustical Consultant and has prepared a final report. Attached are excerpts and a map from this November 1984 report which identifies the barrier location requirements along Metrorail. Please see the map, Figure 4, for Outboard Barrier Locations for the current analysis (1984). The locations shown is where there will be Acoustical Barriers when the Barrier Installation is completed. As of January 28, 1985, from the initial stock of Acoustical Barriers, 900 Linear Feet (L.F.) of Acoustical Barriers have been installed on the East Side of Coral Gables Waterway. Approximately 4500 - 5000 L.F. of Acoustical Barriers on -hand remain to be installed. The Acoustical Barriers can only be installed during Non -Revenue Hours, and are currently being installed on weekends. We are advised that starting the weekend of February 2, 1985 approximately 3500 L.F. of Acoustical Barriers are to be installed between the Overtown and the Culmer Stations. This segment of installations will take three weekends to complete. The balance of the Acoustical Barriers, 1144 L.F. of installation will commence on February 23, 1985- Installation will be between the Coconut Grove and the Viscaya Stations at 19-22, Avenues. Page 1 of 3 85-243 f Honorable Mayor, and Members February 6, 1985 of the City Commission (cont'd.) We recently checked the Barriers installed locations along Metrorail on the South Leg. There is some linear footage that was previously installed at locations as follows: West Side; between S.W. 62 Avenue and 67 Avenue East & West Side, Coral Gables Waterway East & West Side, S.W. of Douglas Rd. (S.W. 37 Ave.) West Side, S.W. of Vizcaya Station and small footage to the North of the Station These locations are basically as shown in an Exhibit "A" sketch marked "Preliminary" as attached to an October 29, 1984 letter to Don Cather from Mr. Joseph M. Fletcher on the subject Acoustical Barriers. A copy of this letter is attached. Also attached are photographs showing the erected Acoustical Barriers at various locations along Metrorail. Mr. Fletcher advises that there is approximately 21 miles of Acoustical Barriers to be installed on a future MDTA Procurement and Installation Contract. It is planned that this contract will be out for bids during the month of February, 1985. Due to the advance lead-time on fabricating the barriers and the restriction of the barriers being installed during Non -Revenue Hours, the completion of erecting the barriers is expected to take at least 2 years. The estimated cost is $14 million. An erection sequence indicating the areas to be installed on specific dates has not been determined. Initial plans are to work in several areas simultaneously. Page 2 of 3 85-243. Honorable Mayor, and Members, February b, 1985 ! of the City Commission (cont'd.) However, this will depend on delivery commitments from the Fabricator and availability of Erection Crews of the Contractor. This Department intends to continue to monitor Acoustical Barrier installations by MDTA at the .required locations inside of the City of Miami, and report to you on the installation progress. .�JHJ:tmk L Enclosures: Excerpt from BBN Report Letter To H. C. Eads, Jr. Photographs Exhibits A, B & C Letter from Metro Dade Transportation Authority cc: Randolph B. Rosencrantz, City Manager Clarance Patterson, Assistant City Manager Page 3 of 3 85— 24a, Bolt Beranek and Newman Inc. Report No. 5793 Noise Barrier Analysis for the Metropolitan Dade County Rapid Transit System D.A. Towers November 1984 Prepared for: Metropolitan Dade County office of Transportation Administration 85-243, BBN Report No. 5793 BBN Project No. 05667 NOISE BARRIER ANALYSIS FOR THE METROPOLITAN DADE COUNTY RAPID TRANSIT SYSTEM D.A. Towers November 1984 Prepared for: Metropolitan Dade County Office of Transportation Administration 44 W. Flagler Street Miami, FL 33130 Prepared by: Bolt Beranek and Neuman Inc. 10 Moulton Street Cambridge, MA 02233 85-243Y 9. Report No. 5793 5. NOISE BARRIER REQUIREMENTS 5.1 Noise Barrier Locations Bolt Beranek and Newman Inc. The procedure used for determining noise barrier locations involved the evaluation of transit system and pre -project ambient noise levls based on the criteria discussed in Sec, 2. Transit system (Lmax) noise contours were first drawn on aerial photo- graphs depicting the alignment.* Potential noise barrier loca- tions were identified by evaluating these contours at noise - sensitive locations shown on the aerial photographs, based on the noise criteria. Potential locations for the barriers were then carefully investigated by means of field inspection surveys and shielding estimates. in this manner site -specific effects, such as terrain, building and guideway shielding were evaluated in order to ensure that the noise barriers will serve the purpose for which they are intended. Barrier lengths were selected so that train noise from beyond the ends of the barrier will not severely compromise noise barrier acoustical performance at sensitive locations. Barriers were not extended through the station areas, although there would be no harm doing so, if desired. This could, in fact, be desir- able if brake squeal is significant in cases where noise - sensitive sites are located close to the stations. In addition to barrier placement on the outboard sides of the alignment, barrier placement on the inboard side of split elevated guideway segments was considered on a site -specific basis. Inboard barriers were recommended only where these would be effective in significantly reducing transit noise. The results of the noise barrier location analysis are sum- marized in Fig. 4 and in Tables 5 and 6. Figure 4 indicates the approximate outboard locations along the alignment where noise *Due to their bulk, the aerial photographs and contours are not included in this report, but have instead been transmitted directly to MDTA. 14 Report No. 5793 5. NOISE BARRIER REQUIREMENTS 5.1 Norse Barrier Locations Bolt Beranek and Newman Inc. The procedure used for determining noise barrier locations involved the evaluation of transit system and pre -project ambient noise levls based on the criteria discussed in Sec. 2. Transit system (Lmax) noise contours were first drawn on aerial photo- graphs depicting the alignment.* Potential noise barrier loca- tions were identified by evaluating these contours at noise - sensitive locations shown on the aerial photographs, based on the noise criteria. Potential locations for the barriers were then carefully investigated by means of field inspection surveys and shielding estimates. In this manner site -specific effects, such as terrain, building and guideway shielding were evaluated in order to ensure that the noise barriers will serve the purpose for which they are intended. Barrier lengths were selected so that train noise from beyond the ends of the barrier will not severely compromise noise barrier acoustical performance at sensitive locations. Barriers were not extended through the station areas, although there would be no harm doing so, if desired. This could, in fact, be desir- able if brake squeal is significant in cases where noise - sensitive sites are located close to the stations. In addition to barrier placement on the outboard sides of the alignment, barrier placement on the inboard side of split elevated guideway segments was considered on a site -specific basis. Inboard barriers were recommended only where these — :could be effective in significantly reducing transit noise. The results of the noise barrier location analysis are sum- marized in Fig. a and in Tables 5 and 6. Figure 4 indicates the approximate outboard locations along the alignment where noise *Due to their bulk, the aerial photographs and contours are not included in this report, but have instead been transmitted directly to MDTA. 14 85-0% 'M . Report No. 5793 11 Bolt Beranek and Newman Inc. barriers are required and also indicates those locations where barriers were indicated in the EIS (1]. Table 5 lists the lengths of barrier required according to the present analysis and the EIS. Note that the results for the present analysis include both sound absorptive and non -sound absorptive barriers on the outboard side of the guideway'as well as on the inboard side of split guideway alignment segments. Table 6 provides the civil station limits and rationale for all required noise barrier loca- tions. This table also indicates those segments for which sound - absorptive barriers are recommended, based on the discussion in Sec. 5.2 below. i 5.2 Noise Barrier Acoustical Design Concepts A refinement of noise barrier acoustical design concepts was undertaken based on a series of measurements performed at an existing elevated Metrorail noise barrier site in April 1984 (3] . The results of these measurements have the following implications with regard to noise barrier acoustical. design: • The geometrical configuration* of the current outboard noise barrier design appears to be acceptable; however, the acous- tical performance of the inboard barrier could be improved by locating it closer to the guideway rather than at the edge of the cableway/walkway. • The existing noise barrier sound transmission loss specifi- cations (see Table 7) appear to be acceptable. Note that from an acoustical standpoint, these do not preclude the use of barrier materials other than steel, such as lightweight concrete, concrete block, wood, plastic or fiberglass, for example. *Distance between car body and barrier, and the height of the top of the barrier above the top of rail. 15 4�S•M���_ W.. J I •C: �i �� .i" -- :era. _ ,tom.. - ���.•na seta_. ./ q- :.�,�. 7� .�.. __._''-• �. � -.'. 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SOUTH r 0 o.tl t Mae M SCALA Figure 4 Barrier Location Requirements Alignment Station Outboard Barrier Locations Analysis (Year) Current (1984) EIS (1978) e Report No. 5793 Bolt Beranek and Newman Inc. TABLE 5 f LENGTH OF REQUIRED NOISE BARRIERS Length of Barrier (Ft) South ,North Hialeah System Total Barrier Type Corridor Corridor Corridor (Ft) (Mi) Outboard 55,205 37,085 18,175 110,465 20.92 Inboard 615 10,575 2,185 13,375 2.53 ------------------------------------ tion-Absa:�tive 48,760 45,340 18,650 112,750 21.35 Absorptive 7,060 2,320 1,710 11,090 2.10 Total 55,820 47,660 20,360 123,840 23.45 ----------------------------------------------------------------- EIS 38,950 44,600 16,175 99,725 18.89 �i P 17 4 - 3 f i !1 H. C. Eac=_. jr. November C, 19SA Assistant City Manacer _ Metrara i I - Acc3u i ca i Eiarr'i ens Ccna i d i•f. ;.C�h2r -_�f- _ Dire tor of Publ is `' arks E.::hibitz A, 3 u C . _. .:as= L.et:er frcm Metrc Cade Transcorat ion Auth. At the meting of September 20th, Mayer Feria requested information on the decibel readings of Metroraii through the City of Miami. At that tinze the stattment was made that acoustical barriers had been installed in Coral Gables but not in Miami. As a fol i ow-u►: to tha';. request met w i th Mr. Jo.. Fi ,etcher, fr-xecutive Director of the Metro -Dada Transaortatior, Adm i r, i st rat i cn and its Chi of Enc i neer Carlos The Mayor is cor-eC in that the first I?E.O feet of accuse ►cal barriers were installed ad acent to the Coral Gabies water-way. Thv Transportation Committee directed Mr. Fletcher's staff to install the r•ema in i,,a 4500 reel to 5000 feet of acoustical barrier in stock Rar•t:, o-F the Over•towr. Station to atenuate noise levels in the cr i t i cal areas adjacent to Metrora i 1 's north I ea_ seamen , i n x Miami. Tnis section wiIi be going into revenue service an De_embsr 17th of 'th i s year. The attached :.xh i b i t A shows the additional areas in which acoustical barriers have been instailad in the City or Miami. These locations are gust west of Douglas Road, west of 17th Avenue. east and west of Viccaya Station and currently being installed are those sections adjacent to - Jvertcaln. The attached c*xh i b i t A also shows the recommended locations for acoustical barriers for the entire line includine the City of Miami. r Also attached are Exhibits E & C which show the single event noise levels generated by a Metrorail train passby and are based an acoustical measurements perforr;ed by their, consultant Solt, eraneh and Nea;r,iar.. For your information this is the pre-eminent f i rrn in the field of noise and noise abat ernent in the L1n i t ea States. The writar has used and wor!.ed with this firm and find they do excel l ent work which is reliable and based upon many years of e;:per i ence. Later this month a report from E-oit, Eeranek and Newman lit iII be r•ece; vet by t;,e IMOTA at wh i ch t i me they ur i i 1 proceed w i th the' pr•,apar•at ion of contract documents for barrier procurement and :nStciiaZiCn. H. C. ;ads. .Ir.. Assistant City Manager Noveimber• C. : r34 in summar•v the Metr•c-Cade Transportation Au.hor• i tv is aware of the sound levels generated which are abcve acceotable design standards in certain locations and they ans also prepared to install all necessary_ acoustical barriers to achieve the standards established by t`'.e Urban Mass irar.aoor•tat ion Administration. if you still wish to obtain indeoenbent levels of decibels at the stations other than those obtained by Holt. Beranek and Newman and represented by E:cn i b i t 6 & C, please' advise and we ;vi1', proceed accord ingIy. OWC:mw cc: Joe Fletcher A • I f.E-7 METRO-DADE TRANSPORTATION ADMINISTRATION + as W Fiagie• Street • Miami. Florlaa 33130 OCT2 91984 Mr. Donald Cather Director Public Works Department City of Miami 275 N.W. 2nd Street Miami, Florida 33128 Subject: Metrorail - Acoustical Barriers Dear Mr. Cather: This is a follow up to our meeting of October 23, 1984, in which we informed you about the Metro -Dade Transportation Administration (MDTA) immediate and future plans for Metrorail generated wayside noise atten- uation through the installation of acoustical barriers. As you are aware, the Board of County Commissioners' Transportation Committee directed the MDTA to first install approximately 800-960 feet of acoustical barriers on the east side of the guideway across the Coral Gables Waterway. The Transportation Committee also directed that the remaining acoustical barriers in MDTA's stock (approximately 4500-5000 feet) be installed north of the Overtown station to attenuate noise levels in the most critical areas adjacent to Metrorail's north leg segment which extends to the pocket track west of the Earlington Heights station. As you are aware, this segment is scheduled to be opened for revenue service on December 17, 1984. You are also aware that the MDT: has already installed acoustical barriers within the City of Miami as shown in the attached Exhibit A. Exhibits B and C, also attached, pro- vide you with single -event noise levels generated by a Metrorail train pass -by and are based on acoustical measurements performed by the MDTA's acoustical consultant, Bolt Beranek and Newman, Inc. (BBN). As I informed you, future acoustical barrier placement will be based on the same descriptor and criteria used in the Environmental Impact State- ment for the Metrorail project, that is the American Public Transit Association (APTA) guidelines for rapid transit train noise levels in terms of the maximuar A -weighted sound level. Exhibit A represents a preliminary estimate of barrier requirements throughout the entire sys- tem based on these criteria. It is anticipated that a final report will be received from BBN on November 16, 1984. At that time, MDTA will pro- ceed with the preparation of contract documents for barrier procurement and installation. tVteTa0='.'s-klE-PCF;-4-L.•,= •VE1* WWI C C Mr. Donald Cather Page 2. As I explained to you, acoustical barriers are long -lead time items and their installation can be mostly accomplished only during Metro - rail non -revenue hours. In the meantime, we have initiated steps to identify potential funding sources that would allow us to proceed with the procurement and installation phases. If you need additional information, please advise. 'eincerel , Jo a `. Fletcher Executive Director J: iF : vmn Attachments cc: C.F. Bonzon 6 4 Q, It APPROX. 115400 LINEAR FEET OF BARRIER (assuming ATP cpaccil BASED ON: • LMaX DE-SCSIPTOR • APTA DESIGN GOALS -aw left ==RECO4l.lAYiEr,,'D'!lD LOCATIONS FORCrnC IL ACOUSTICAL -iA;;;;I--RS Vw*eASSIRS—FIS CU."IriENTV1 INSTALL M- C. -,v VI ot c. llk ol Bolt Beranek and Newman Inc. ReportNo. 5677 100 .......................................... 1ELEVATED GujcE%,iAYWITH ­ . IMPECIALZAACK WORK..'! I AAVERAGE MEASURED (2S ft HIGHOF MICROPHONE) DATA j 95r .000* Z so ca Lu Lu uj -3 2 76FWA -WITU 14 so *AVERAGE 6FJ�EASURED oft HIGH MICROPHONE)DATA AV OERGE OF MEASURED (5 ft HIGH MICROPHONE) DATA 75 700 20 1 40 1 TRAIN SPEED (-Ph) FIG. 2. W=7-92 V-1 �YV-01700 13 .83".PZ43, I! Report No. 5677 100 r Bolt Beranek and Newman Inc. . AT -GRADE OPEHATIONSJON TRACK 95 SEGMcN" 4Z&�c6�et^ A MEASURED DATA POINTS ./ (5 ft HIGH MICROPHONE) , A A i / + 90 ./ r I O ! z S5 O PO 4 1 AT -GRADE OPERATIONS ON Ct CONCRETE TIE AND BALLAST CINR Z TRAC:.°° g'`�!►I ALCy'7 s ti 8a OMEASURED DATA POINTS (5 ft HIGH MICROPHONE) 1 1 i j 7S + `+tt Ji r Y I 70 30 40 50 60 70 is 20 TRAIN SPEED (mph) t FIG. S. SINGLE EVENT LEVELS AT � IN p SBYS ON 18 !` 85�A3,.