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HomeMy WebLinkAbout6031; Carlsbad Boulevard Realignment; Carlsbad Boulevard Realignment; 1998-10-21 (2)D n U n' Li D D; n'U NO IS E ASS ESS ME NT D RAFT REPO RT CARLSBAD BOULEVA] REALIGNMENT STU] x City of Carlsbad Planning Department ' LayPafmas Drive 92009-1576 Woodward-Clyde Project No. 9853003K-01.8 , . October 21, 1998 Woodward-Clyde Pacific Center 11,,Suite 1000 1615 Murray Canyon Road San Diego, CA 92108-4314 . 619-294-9400 Fax: 619-293-7920 NOISE ASSESSMENT DRAFT REPORT CARLSBAD BOULEVARD REALIGNMENT STUDY / / \ jPrepared for/ / ~" " CityofCauJshfad^ . . Planning Derailment 2075 Las Palmas*Drivex Carlsbad, CA 92009^7^ Woodward-Clyde Project No. 9853003K-01.8 October 21, 1998 Woodward-Clyde Pacific Center II, Suite 1000 1615 Murray Canyon Road San Diego, CA 92108-4314 619-294-9400 Fax:619-293-7920 TABLE OF CONTENTS Section 1 0 Introduction 1-1 1.1 Noise Definitions .......................................... . ........................................... 1-1 1.2 Noise Regulations ............................... . .................................................... 1-4 Section 2 Existing Setting .............................................................................................................. 2-1 2.1 Land Use ................................................................................................... 2-1 2.2 Topography ............................................. , .................. ... ............................. 2-1 2.3 Ambient Noise Survey .......................... 5 .................... ?::> .......................... 2-1 '\ "'vv ^ y Sections City Standards ...................................................................................... '^. ................... 3-1 Section 4 Future Noise Levels ....................................................................................................... 4-1 4.1 Modeled Traffic Noise Levels .................................................................. 4-1 4.2 Potential Effects and Project Feasibility .................................................. 4-1 4.3 Short-Term Construction Noise ..................... -„, J ..................................... 4-3 Sections Personnel ........................................................................................................................ 5-1 Sections Limitations ...................................................................................................................... 6-1 Section? References ............... £„......:.>. ................... :\..>. .............................................................. 7-1/ .X— v \ V" l "X Woodward-Clyde W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 1 List of Tables, Figures and Appendices Tables Table 1 Table 2 Table 3 Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Short-Term Noise Measurement Summary Long-Term Noise Measurement Summary Existing and Future Modeled Noise Levels Regional Location Map Project Location Map Noise/Land Use Compatibility Matrix Acoustics - North Acoustics - South Appendices Appendix A Short-Term Noise Measurement Field Notes Appendix B List of Field Equipment Used Appendix C Sound32 Input/Output Data V - Woodward-Clyde W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 11 SECTIONONE Introduction The City of Carlsbad is evaluating the feasibility of realigning Carlsbad Boulevard from Batiquitos Lagoon to the Palomar Airport Road/Carlsbad Boulevard intersection (Figures 1 and 2). This Noise Assessment analyses the proposed realignment's effects from traffic noise at existing and planned sensitive receivers. nu 1.1 NOISE DEFINITIONS / / Sound may be described in terms of level or amplitude (measured in decibels), frequency or pitch (measured in Hertz or cycles per second), and duration (measured jrf'seconds or minutes). The standard unit of measurement of the amplitude of sound is thet;decibel (-dBK Because the human ear is not equally sensitive to sound at all frequencies, a specialfrequency'dQpenclent rating scale is used to relate noise to human sensitivity. The A-weighted decibel scale (dBAf performs this compensation by discriminating against low approximating the sensitivity of the human ear. and very high frequencies in a manner Noise is defined as unwanted sound, and is known^tq have jS%veral adverse effects on people, including hearing loss, speech interference, sleep interference, physiological responses and annoyance. Based on these known adverse effects of noise, the. federal government, the State of California and local agencies have established criteria to proteckpiiblic health and safety to prevent disruption of certain human activities, and to minimize annoyance. Several descriptors (or "noise metrics") exist to help predict average community reactions to the adverse effects of noise, including traffic generated noise, on a community. These descriptors include the Equivalent Noise Level (Leq), Day-Night Average Noise Level (Ldn), and the Community Noise Equivalent Level (CNEL). The descriptor adopted by the City of Carlsbad in the Noise Element of their General/Ptan is^CNEL. \ >/ ff~ '™v \ V/ / -\ I Leq is sound energy level averaged over a specified period and yields a single numerical value that represents the amount of v*ariable/spufld^nejgy received by a receptor during the time interval. For example, a one h"our*'L!q/noise level measurement would represent the average amount of energy contained in all bf%the .iioise that occurred during that one hour. Leq is an effective noise descriptor because of its abilify)to assess the total time-varying effects of noise on sensitive receptors. 'v Using the Leq metric as an hourly "building block", the Ldn and CNEL noise metrics always represent 24 hour periods, usually on an annualized basis. Ljn and CNEL also differ from Leq because they apply a time-weighted factor designed to emphasize noise events that occur during the evening and nighttime hours (when speech and sleep disturbance is a concern). "Time weighted" refers to the fact that Ljn and CNEL penalize noise that occurs during certain sensitive time periods. In the case of CNEL, noise occurring during the daytime period (7:00 a.m. to 7:00 p.m.) receives no penalty. Noise during the evening time period (7:00 p.m. to 10:00 p.m.) is penalized by adding 5 dB, while nighttime (10:00 p.m. to 7:00 a.m.) noise is penalized by adding 10 dB. Ldn differs from CNEL in that the daytime period is from 7:00 a.m. to 10:00 p.m., thus eliminating the evening period penalty. Ldn and CNEL are the predominant criteria used by local governments to measure roadway noise affecting residential receptors. L^ is generally used to measure noise affecting sensitive receptors where noise is not a concern during the evening and Woodward-Clyde ©W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 1-1 SECTIONONF _ introduction nighttime periods (e.g., schools, office buildings, etc.). This report will address traffic related noise impacts in terms of the CNEL metric, pursuant to City standards for surface transportation noise. D Other terms used in this noise study include Lmax and Lmjn. Lma* is the highest sound level (in dBA) measured on a sound-level meter (SLM) during a designated time interval or event. Lmjn is the lowest sound level measured on a SLM during a designated time interval or event. ^ 1.2 NOISE REGULATIONS xDThe City of Carlsbad's General Plan Noise Element and Noise Guidelines Manual outlineJ "v _ "vgeneral goals, policies and programs for reducing noise within the City. The Noise Guidelines Manual also contains noise compatibility standards for various land uses withirfthe City (shown j j on Figure 3). Figure 3 indicates that for residential land uses, outdoor noise levels below 60 dBA '— ' CNEL are normally acceptable. Noise levels above 60 but below 70 dBA CNEL are normally unacceptable and require analysis and mitigation. Construction of residential land uses is discouraged where noise levels of 70 dBA CNEL or higher would be experienced. For transient lodging, such as hotels and motels, outdoor noise levels below 65 dBA CNEL are normally „ acceptable. Noise levels above 65 but below 75 dBA CNEL are, conditionally acceptable and require analysis and (if necessary) mitigation;* whije noise levels above 75 but below 80 dBA CNEL are considered normally unacceptaf)le!\* 'Construction ... of transient lodging land uses is D discouraged where noise levels of 80 dBA CNEL\>r highef would be experienced. \ \ / /The City of Carlsbad's General Plan Noise Element and Noise Guidelines Manual also states that for all residential projects, interior noise levels are limited to 45 dBA CNEL or lower for multi- _ 1 J ' ^isS-™"101'-.!^. \ '\ j] family and single family dwellings-:' „ \, \ >/ ,~f" "X \ "*f'I _ ) • / / \ IState noise insulation standards /( Appendix, jChapter 35, Title 24 of the California Code of D Regulations) set requirements forvthe /qise.Jnsjulati'on of multi-family and, optionally, single family dwellings. The City has exten'ded/fitle 24 regulations to single-family dwellings. Title 24 establishes a maximum interior noise"leyekof 45 dBA CNEL. n XSVNNI j To control non-transportation-source noise%(e.g., mechanical equipment), many communities ^— ' have developed noise ordinances. The City of Carlsbad has adopted a noise ordinance as part of its' Municipal Code. The Noise Ordinance guidelines (as listed by noise type in Table ii of the I Noise Guidelines Manual) are presented in terms of graduated time limits for increasing noise levels. Project construction noise is the primary noise-producing activity controlled by the City's r- , Noise Ordinance. WOOdward-Clyde W W:\9853003K\018-B-RDOC\20-OCT.98\SDG 1-4 Noise Guidelines Manual CITY OF CARLSBAD FIGURE 3 LAND USE COMPATIBILITY FOR COMMUNITY NOISE ENVIRONMENTS MATRIX Community Noise Exposure CNEL, dB 60 65 70 75Land Use Category Residential - (all) Single Family, Duplex. Mobilehoma Multi-Family, etc. Transient Lodging Motel, Hotel School, Library. Church, Hospital, Nursing Home Auditorium. Concert Hall. Amphitheater Sports Arena, Outdoor Spectator Sports Playground, Neighborhood Park Golf Course, Riding Stable, Water Recreation, Cemetery Office Building, Business Commercial Planned Industrial and Professional General Industrial, Manufacturing, Utilities, Agriculture INTERPRETATION: Normally Acceptable Specified land use is satisfactory, baaed .upon the assumption that any building* involved are of normal conventional construction, without any special noise insulation requirements. CondMonaUy Acceptable New construction or development should be undertaken only after a detailed analysis of the noise reduction requirements is made and needed noiae insulation features included in the design. Conventional construction, but with closed windows and fresh air supply systems or air conditioning will normally suffice. Normally Unacceptable New construction or development should generally be discouraged. If new construction or development doea proceed, e detailed analysis of the noise reduction requirements must be made and needed noise insuletion features included in the design. Land Ue« Diecouraged New construction or development should generally not be undertaken. NOTE: McClallan Palomar Airport Noise is regulated by the Airport Comprehensive Land Use Plan (CLUP). See the CLUP for airport noise compatibility guidelines. SOURCE: CITY OF CARLSBAD NOISE GUIDELINES MANUAL SECTIOMTWO Existing Setting 2.1 LAND USE The land uses surrounding the project site consist of residential, recreational, commercial and open space (Figures 4 and 5). Residences exist at the central and northern portions of the project site on the east side of Carlsbad Boulevard. Residences also exist just north of the northern terminus of the project site, along both sides of Carlsbad Boulevard. South Carlsbad State Beach occupies all of the property to the west of Carlsbad Boulevard within the project area. In addition to public beach access, South Carlsbad State Beach includes campground facilities along most of the project. A commercial and residential area exists' on-the east side of Carlsbadr J / /s, "vBoulevard near the south end of the project, while a timeshare resp'rt facilityJias been constructed at the northern end of Ponto Drive, near the central portiorf'of the Project-, Residences are currently under construction just south of the timeshare facility. Other approved ^projects include a resort hotel to be constructed southeast of Palomar AirpoWRoad and Carlsbad Boulevard, and a mix of residential and residential/travel commercial to be constructed to the north of Batiquitos Lagoon, near Poinsettia Lane. The existing land uses in the project area generate motor vehicle traffic. Existing traffic along local and arterial roadways is comprised of heavy and medium type trucks, light duty trucks, automobiles, and motorcycles. Additionally, the Atchison, Topeka^and Santa Fe railroad tracks, which are located approximately 800 feet to/the^east of Carlsbad Boulevard are utilized several times per day for freight, commuter and pass€erigeF rairservice.\ \ "^-^ v~™:'^^!_ \ ^ / /""^-^/ 2.2 TOPOGRAPHY XX/ \ \Because of its location near the coast,,4he project "area is relatively flat, especially along the southern portion of the project. Along- the'central and\prthern portions of the project, Carlsbad Boulevard has several gradual cjrfanges in|elevation. Many of the residences within the Solamar neighborhood are elevated in/elation to^Carlsbad^Boulevard. This provides some topographical shielding from traffic noise on Carlsbad Boulevard. Similar topographical shielding (along with a generous setback from the roadway^was^noted at the timeshare resort on the north end of Ponto Drive. D Motor vehicles traveling on Carlsbad Boulevard are currently the major contributors to the noise environment in the1 vicinity of the project. Secondary sources of noise include occasional overflights by aircraft, noise from landscape maintenance activities (leaf blowers, lawnmowers, etc.) birdsongs and the sound of the waves crashing on the nearby beach. 2.3 AMBIENT NOISE SURVEY A noise survey was conducted on August 19, 1998 to evaluate existing noise conditions. Noise was measured near noise-sensitive receptors adjacent to Carlsbad Boulevard. The measurement locations are shown in Figures 4 and 5, and the field measurement notes are provided in Appendix A. During the measurement survey, traffic on Carlsbad Boulevard was found to be the primary source of noise in the area. Existing noise levels near residences along Carlsbad Boulevard were found to range from 55 to 65 dBA Leq. W W:\98S3003K\018-B-R.DOC\20-OCT-98\SDG 2-1 LOS ANGELES COUNTY A SAN BERNARDINO COUNTY RIVERSIDE COUNTY SAN DIEGO COUNTY IMPERIAL COUNTY REGIONAL LOCATION MAP Woodward-Clyde 30 Miles 60 Approximate Map Scale 1 Inch = 30 Miles (1:1900800) PROJECT NO. 9853003K FIGURE 1 SEPTEMBER 1998 g;' carlsba ifl p re) eds< cail sb a d 01 .a pr LEGEND A / Proposed Alignment A o 1200 2400 Feet Approximate Map Scale 1 Inch - 1,200 Feet (1:14,400) CARLSBAD BOULEVARD REALIGNMENT STUDY PROJECT LOCATION PROJECT NO. 9853003K SEPTEMBER 1998 FIGURE 2 Wbortwanl^lyde _q '\carl sba Jmroje cisto ri sh g dO_1 . LEGEND Milepost (Increment - 200 Feet) Proposed Alignment Proposed Alignment Centerline Long Term Measurement Locations Model Receptor Locations Short Term Measurement Locations LLJ Recreational Residential [••• | Resort/Commercial n~l Unplanned Area Travel/Recreation Commercial A CARLSBAD BOULEVARD REALIGNMENT STUDY ACOUSTICS - NORTH PROJECT NO- 98530Q3K SEPTEMBER 1998 FIGURE 4 LEGEND x Milepost (Increment = 200 Feet) \/ Proposed Alignment \/ Proposed Alignment Centeriine Long Term Measurement Locations li I Recreational Residential p^ Resort/Commercial OH Unplanned Area \/A Travel/Recreation Commercial Model Receptor Locations Short Term Measurement Locations CARLSBAD BOULEVARD REALIGNMENT STUDY ACOUSTICS - SOUTH PROJECT NO. 9853003K SEPTEMBER 1998 FIGURE 5 g tai ris baa1' p mfcs ::-< to d s 0 ad ui .SpT RECEIVER DATA LJ NO. X Y 1 5960.0 1570.0 Z DNL PEOPLE ID 65.5 67 - 500 ST4 0-DROP-OFF RATES ALL LANE/RECEIVER PAIRS = 3.0 DBA K - CONSTANTS ALL LANE RECEIVER/PAIRS 0.0 DBA r~i nL,A)0 w \ ' LSOUm)32 - RELEASE 07/30/91 {"TITLE : UCarlsbad Blvd Realingment (CALRUN) n EFFECTIVENESS / COST RATIOS******** UBAR 'ELE 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43X 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0,* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0. 0. 0, 0, 0 0 0.* 0.* 0.* 0.* 0.* 0.* /vBl P6 //Bl P7 // Bl P8 B3 P8 B3 P9 B3 P10 B4 PI B4 P2 B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 J45 n47 ^48J 49 H50LJ5i 52 n53 U54 U55 56H57 U58 H59 LJ60 61fJ62 U 63 64 n65 U 66 67n68 U69 70nJTnU BAR rELE ^ x n2H3 U4 5 H6 U7 8 n 9 ULO J.1 U2 U.3 14 C>5U-6 17 r~18 U19 20 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* . y 0 . * // o-* • // 0.* . ^v** - .0.* '• \ 0.* 0.* 0.* 0.* ' - . 0 . * ' -.*-..'" 0123456^ v7, BARRIER DATA X ************ ^ x \ , BARRIER HEIGHTS ' ~ - 0 1 2 3 <4 • 5/6 77 0.* s °- * ""^'^v^N0 . * ^\/o.* /^"— ^r*xo . * / / ^^x \'o . * / / \ \ - ' o . * ^C^--^ i 0 . * ASSVS\ / / 0 . * ^^"'^'v'X, / /o.* ^\y 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* - 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P/> B6 W8/ Be/^gx. //^v B7 P2 ^-B7 P3 BSy^l B&JS?2 \B*8/P3 S^s P4 E^^p^} B8 P7*7 B8 P8 B8jP9 BAR ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 Bl P10 B2 PI B2 P2 B2 P3 B2 P4 B2 P5 B2 P6 B2 P7 B2 P8 B2 P9 B2 P10 ^ \N LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100.1 100.5 102.0 102.0 102.0 100.5 100.1 100.1 100.0 100.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM U21 22 \ \ U24 25 n26 U27 U28 n29O30 31 (I32 U33 34 n35 36U37 n38 Pi39 U40 D41 LJ42 43 n44 j 45 U46 47 f"~)48 U49 n50 U51 — r~ ^ n53 u54 56 057 58 n59 JJ6-0 U61 P62 LJ63 64 065 LJ66 67 n68 u69 U70 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0..* 0.* 0.* 0.* 0 . * 0 . * o.* x0.* / 0.* // 0.* // 0 . * ^v 0.* 0.*• "•* /^^ - "•* /7^\- o.* /Y > • "•* XX /- o.. xxX 0.* X,/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P7 B3 P8 B3 P9 B3 P10 . B4 Pl/X B4 P2// B4 BQ/ B4/m\ B4^P6 • /*B4 P7 /yB4 P8 //B4 P9 // B4/^° ^H?B5P^ f^^~«^ 'B5"P5 \^^^^5^P6 \\ // Ba P8 \ / B5 P9 x^-^v '\\ B6 PI X*~X 1 ^ B6 P2 I L B6 P3/ ,^~r~~7 B6 p4^/ /— — ^^ B6 P5 X V B6 P6 X/X, B6 P7 \X B6 P8 x/ B6 P9 ! V B7 PI \ B7 P2 1 B7 P3 ' B8 PI B8 P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 200.1 \500.1 5^L(J>1 soofi 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 501.6 500.0 500.7 104.5 159.8 223.0 114.0 134.5 164.0 123.0 106.0 30.0 111.8 70.2 76.5 247.6 547.3 1676.9 1102.2 111.9 611.9 500.1 201.0 1501.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM Q REQ73IEC ID DNL PEOPLE LEQ(CAL) ST4 67.500.55.3 BARRIER TYPE COST BERM["MASONRYMMAS ONRY / JERS E YCONCRETE 0, 0 0 0 TOTAL COST = $0. BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 111111111111111 111111111111111 MCORRESPONDING BARRIER HEIGHTS FOR EACH SECTION U 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 11 11 1 1 0 0 0 0 0 0 1 1 0. 0. * * SOUNDS2 (CALTRANS VERSION OF STAMINA2/OPTIMA) * * INPUT DATA FILE BARRIER COST FILE -DATE CAL5.CSV CALIF$.DTA 09-08-1998 Carlsbad Blvd Realingment (CALRUN) TRAFFIC DATA ILANE NO.AUTO VPH MPH MEDIUM TRKS VPH MPH HEAVY TRKS VPH MPH PTION 2 ! 6 524 524 524 524 744 744 744 744 50 50 50 50 50 50 50 50 12 12 12 12 4 4 4 4 50 50 50 50 50 50 50 50 asured existing existing existing xisting existing xisting measured measured measured measured measured measured ]LANE DATAi LANE SEG. GRADE NO. COR.X \/ •SEGMENT DESCRIPTION nU i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 1350.0 1340.0 1335.0 1330.0 1330.0 1330.0 1330.0 1330.0 1355.0 1390.0 1428.0 1465.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 52.0 38.0 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 13 NO 14 NO 15 NO D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 \ 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6500.0 7000.0 7200.0 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 2900.0 300 340 3500. 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 1500.0 1540.0 1550.0 1540.0 1540.0 1525.0 1510.0 1495.0 1490.0 1480.0 1460.0 1450.0 1440.0 1430.0 1423.0 1420.0 1410.0 1405.0 1400.0 1410.0 1410.0 1420.0 1460.0 1460.0 1435.0 32.0 L2 P13 40.0 L2 P14 50.0 L2 P15 50.0 L2 P16 ; 160.0 188.0 215.0 ^235.0 1245.0 1255.0 1255.0 1250.0 1255.0 1255.0 1248.0 1240.0 1235.0 1295.0 1325.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.5 44.4 30.0 16.0 14.0 34.0 46.5 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 NO NO NO NO 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1360.0 1360.0 1375.0 1385.0 1400.0 1400.0 1390.0 1380.0 1370.0 1360.0 1355.0 1355.0 1353.0 1345.0 1340.0 1340.0 1335.0 1335.0 1330.0 1325.0 1315.0 1305.0 58.2 L6 P16 BARRIER DATA Description: ^NB EOS "" ' 1 Barrier No. 1 Type - (l)BERM Height Increment (DELZ)= 0.0 N\.^Height Changes (P)=0 SEG. 1 2 3 4 5 6 7 8 9 10 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 'OP (Z) BARRIER HEIGHTS AT ENDS 48.5 *B1 PI 48.5 *B1 P2 54.0 *B1 P3 054 *B1 P4 144 54.5 *B1 P5 58.0 *B1 P6 58.5 *B1 P7 58.5 *B1 P8 58.5 *B1 P9 58.5 *B1 P10 60.0 *B1 Pll * * * * * * * * * * * 0 .0 0 0 0 0 0 0 0 0 0 [Barrier No. 2 Type - (l).BERM Height Increment (DELZ)= 0.0 Description: NB EOS No. Height Changes (P)=0 1JSEG. ] i J 2 3 ^] 4rOo X 2800 2900 3000 3100 .0 .0 .0 .0 Y 1445 1440 1430 1410 .0 .0 .0 .0 GROUND (ZO) 60 60 60 60 .0 .0 .0 .0 TOP (Z) 60 60 60 60 .0 *B2 .0 *B2 .0 *B2 .0 *B2 PI P2 P3 P4 BARRIER HEIGHTS AT ENDS * * * * 0 0 0 0 LJ5 3200.0 6 3300.0 pi 7 3400.0 8 3500.0 9 3600.0 n 10 3700.0 3800.0 [~3arrier No. 3 Lrype - (l)BERM Height Increment SEG. X |~| 1 3800.0 U 2 3900.0 3 4000.0 HI 4 4500.0 Us 5000.0 6 5500.0 pi 7 6000.0 8 6500.0 9 7000.0 10 7200.0 7400.0 ["Barrier No. 4 (JType - (DBERM Height Incrementn ^SEG. X f] 1 7400.0 U 2 7500.0 3 7600.0 pi 4 7800.0 LJ 5 8000.0 6 8500.0 n 7 9000.0 8 9500.0 U 9 10000.0 10 10500.0 P 11000.0 U piBarrier No. 5 UType - (l)BERM Height Increment n'-'SEG. x f| i 11000.0 U 2 11500.0 3 ^7v 12000.0 n 4CLJg 12500.0 1390.0 1370.0 1360.0 1355.0 1350.0 1350.0 1350.0 (DELZ)= C Y 1350.0 1350.0 1350.0 1375.0 1410.0 1448.0 1485.0 1520.0 1560.0 1570.0 1560.0 (DELZ)= ( Y 1560.0 1545.0 1530.0 1515.0 ISLQre- ljBl3j9"rO* X*80.0 /V470 . 0 ^J*«C-°J^oX 1443M)"X (DELZ)= Y 1443.0 1440.0 1430.0 1425.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Description: 1.0 GROUND (ZO) 60.0 60.0 60.0 60.0 60.0 60^0 38.0 32.0 40.0 50.0 50.0^, : : \Description :\ 3.0 /^GROUND// f i} i^J^/Q-- ^*J^**3@ . 0 ^xsVxQ 6*0» 0\ ~--x. 64. g**' "*\\ 70.0 X\68.5 \ \66.4 I J66.0 / / 64.0 X//64.0. \/ Description: 0.0 GROUND (ZO) 64.0 64.0 54.0 50.0 60.0 *B2 P5 * 0 60.0 *B2 P6 * 0 60.0 *B2 P7 * 0 60.0 *B2 P8 * 0 60.0 *B2 P9 * 0 60.0 *B2 P10 * 0 60.0 *B2 Pll * 0 NB EOS No. Height Changes (P)=0 • TOP / / BARRIER (Z) /ys/N. HEIGHTS AT ENDS 60.o4s3 PfXjX, o • 60.0 *B3 P2 ^x?Xt3 *^$ 4 * 0 5 * 0 5*0 7 * 0 8*0 9*0 10 * 0 11 * 0 . . -*^-- j >p /9^ "" "'' ' . 'W/ No.. \Height Changes (P)=0 \\ \JTOP BARRIER (Z) HEIGHTS AT ENDS — y 50.0 *B4 PI * 0 50.0 *B4 P2 * 0 54.0 *B4 P3 * 0 60.0 *B4 P4 * 0 64.8 *B4 P5 * 0 70.0 *B4 P6 * 0 68.5 *B4 P7 * 0 66.4 *B4 P8 * 0 ' 66.0 *B4 P9 * 0 64.0 *B4 P10 * 0 64.0 *B4 Pll * 0 NB EOS No. Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 64.0 *B5 PI * 0 64.0 *B5 P2 * 0 54.0 *B5 P3 * 0 50.0 *B5 P4 * 0 5 6 7 8 9 13000 13500 14000 14500 15000 15500 .0 .0 .0 .0 .0 .0 1420 1430 1440 1480 1480 1455 .0 .0 .0 .0 .0 .0 50 56 54 50 48 40 .0 .0 .0 .0 .0 .0 50 56 54 50 48 40 .0 *B5 .0 *B5 .0 *B5 .0 *B5 .0 *B5 .0 *B5 P5 P6 P7 P8 P9 P10 * * * * * * 0 0 0 0 0 0 Barrier No. 6 JType - (l)BERM ^Height Increment (DELZ)= 0.0 Description: R/W ( NB lane) No. Height Changes (P)=0 SEG.X GROUND (ZO) TOP (Z) BARRIER HEIGHTS AT ENDS 1 2 3 4 5 6 7 8 9 1900.0 2000.0 2150.0 2300.0 2370.0 2460.0 2590.0 2700.0 2800.0 2830.0 860.0 890.0 945.0 1110.0 1200.0 1300.0 1400.0 1455.0 1490.0 1490.0 50.0 54.0 54.5 58.0 58.5 58.5 58.5 58.5 60.0 60.0 50.0 54.0 60 60.0 D.Barrier No. 7 Type - (l)BERM [Height Increment Descripti (DELZ)= .0.0 SEG.X IJB-lane) feigTvt Changes (P)=0 BARRIER HEIGHTS AT ENDS 1 2 3 2830.0 2930.0 3000.0 3075.0 1490.0 1440.0 1435.0 1420.0 60.0 *B7 PI * 0 60.0 *B7 P2 * 0 60.0 *B7 P3 * 0 60.0 *B7 P4 * 0 Barrier No. 8 Type - (l)BERM Height Increment ( cription: R/W cont. ( NB lane) No. Height Changes (P)=0 SEG 1 2 3 4 5 6 7 8 9 1 X ^\Yv 3550 3780 4325 6000 7100 7200 7800 8300 8500 10000 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1600 1510 1460 1540 1610 1660 1540 1530 1550 1495 \ "^ -V^^w.0 .0 .0 .0 .0 .0 .0 .0 .0 1 /GROUND // (ZO) / 80 62 58 60 64 60 66 66 68 68 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 TOP (Z) 80 62 58 60 64 60 66 66 68 68 . 0 *B8 . 0 *B8 .0 *B8 .0 *B8 .0 *B8 .0 *B8 .0 *B8 .0 *B8 .0 *B8 .0 *B8 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 BARRIER HEIGHTS AT ENDS * * * * * * * * * * 0 0 0 0 0 0 0 0 0 0 RECEIVER DATA pREC. UNO. i x 5520.0 Y 1530.0 Z 67.5|~j 1 5520.0 1530.0 67.5 67 500 ST5 DNL PEOPLE ID 67 500 ST5 nDROP-OFF RATES ALL LANE/RECEIVER PAIRS = 3.0 DBA K - CONSTANTS [HALL LANE RECEIVER/PAIRS = 0.0 DBA D D LJSOUND32 - RELEASE 07/30/91 HTITLE: (jCarlsbad Blvd Realingment (CALRUN) FlBAR UELE EFFECTIVENESS / COST RATIOS *************************** 41 42 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 U45 U 46 47 ! 48LJ 49 R50 LJ 51 52n 53 U54 U 55 n 56H57 U 58 01? 61n 62 U 63 r-, 64 P 65 LJ 66 67n es U 69 70 0J. • BAR pELE LJ i n 2n 3 U 4 5D; 8 n 9(Jio n11 li12U13 14 Gl6 17 G18 19 20 0.* 0.* 0..* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* — 0.* 0.* - 0.* 012345 BARRIER DATA ************ X""^*<x^ BARRIER HE/IQHTS ) 0 1 2.3 <4\ J / 0.* ' \w \ 0.* X.o ** .v****™™""***"**.o . * /^"^^^^\ ® ' * / /^ ^""XLX ' : o!* /£ Y\ 0.* ^XLX. // o . * "xL^v / / o.* \/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P/> B6 P8/ B6/P-§v / /\. ^N B7 P2 /7BV P3 // B8/^51 // B//P2 X ^v py P3 \^S P4 X^gXpS • B^XPSN ' B8 Pr 1 " --.. B8 P8\ \ « ^ ~ BB P9 «v ^» i,\ ., \ V1 '•"— ^ BAR *-^6-d7 7 i° Bl PI X. Bl P2 ^ , Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 Bl P10 B2 PI B2 P2 B2 P3 B2 P4 B2 P5 B2 P6 B2 P7 B2 P8 B2 P9 B2 P10 ^vxy LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100.1 100.5 102.0 102.0 102.0 100.5 100.1 100.1 100.0 100.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM "-21 22H23 U>4 25 H26 LJ27 28 ^29 (J30 DJ -L. 32 33 34 H35 LJ3637 n38 U39 U40 fl41 LJ42 43 45 46 H48U49 fl5°LJ51 52 n53 U54 U55 n"U5 8 n59 Ueo 61 Pi 62 U63 64 P65 LJ66 67n68 (J69 70 r 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* .4 0 . * / 0.* /< 0.* X 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 012 B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P7 B3 P8 B3 P9 B3 P10 B4 Pl/> B4 P2// B4 B6 X. B4'/P£X/S B4MP5 \ B4 P6 . "- , B5 P5 \'. -../ * ' -B5 P6 \ ; , - B5 P7 '- \// B5 P8 - *• ' • B5 P9\ V ~ x \ > B6 PI , ~ *> •> •' B6 P2 / / 1 ! „„_ B6 P3 v ^ ' • — ~ ITI7 B6 P4 \^s'/ B6 P5 ^ v - B6 P6 ^X ^v B6 P7 XX/ ' B6 P8 /^-^\ B6 P9 / \\ B7 P1 X, 11 B7 P2 \V / / B7 P3 ^**V ^^S« / / \^ / B8 PI \/ B8 P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 34567 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 X 200.1 x^?0-1 \J5j5S~4- 5&Q./L 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 501.6 500.0 500.7 104.5 159.8 223.0 114.0 134.5 164.0 123.0 106.0 30.0 111.8 70.2 76.5 247.6 547.3 1676.9 1102.2 111.9 611.9 500.1 201.0 1501.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM ID DNL PEOPLE LEQ(CAL) - - ^3$j- -- U 1 STB 67.500.55.8 BARRIER TYPE COST BERM PMASONRY LMASONRY/JERSEY CONCRETE 0 0 0 0 TOTAL COST 0. CARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 111111111111111 111111111111111 PCORRESPONDING BARRIER HEIGHTS FOR EACH SECTION LJ 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1 1 11 11 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. p. o. o. o 0>/0. 0. 0. 0 1 1 0. 0. D (-SOUNDS 2 - RELEASE 07/30/91 TITLE : Carlsbad Realignment (existing day) , , , , , BAR EFFECTIVENESS / COST RATIOS 41 42 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 IJ45 47 48 49 50 si 52 n53 54 U55 56Fl57 U58 59 60 61 f^62 Os4 65 D 66 67 68n69 U70 71 / 72 U 73 74 fl75 (J76 77 n78U79 - 80081 82 83n84 U85 n86 M87 U 88 89 f19°LJ91 92n93 U 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* , 0.* / / 4 0 .* \ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 012 B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6/N B6 P/ / B6 /PSC Be/PSv / / \</B7 PI /NB7 P2 • //B7 P3 // B7//5 \ >v B/7/P6 ^N/B/ P7 \.gj"Np8 BTxpiv • B7- Pi-/ » V--. ' • B8 PI ^ ,\ / -B87P2 V/\. •• B8 P3 % ''/ B8 P4 B8 P5"" v \~y B8 P6 " , * V B8 P7 ' < ' »„ B8 P8 / . . ,—„"""""? B8 P9 "*v % ' / """"' B8 P10j< "N "•>, B9 PI "O B9 P2 /^- "^ • B9 P3 - ff^ ^- \ B9 P4 / , \ B9 P5 V\ /* 1 B1° P1 XX\,, // R1 n P9"**«. * / / D-LU cZ XX'/ BIO P3 \/ BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 34 5 6 7 BARRIER DATA ************ L.3AR ELE 0 D - - i - 2 n3 4 U5 6H7 Us 9 rio - ' 4i 12 U13 15 pL6 LJL7 18 <— 19 U° 21 22 v-23 24 P5(_|26 27 ^2829 HBO H31 L32 33 [Is : 36 - ,-37 I '38 Ujg 40 LJ41 42 r43 U44 A CT 46 P47Ua 49 G50 'LJ 51 /TN - P;52 tflj - 1 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* BARRIER HEIGHTS . BAR 2 3 4 5 6 7 ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 ^ Bl PI// B2 F:K\ B2/P/2X\ B2^P3t" .^ B3 P2 \ vC^ ~"-"-,B3- P3 \\ "--•- ""83M34 \\ //' B3—P5\ *\ f y\\' / B3 P6 \ \ B3 P7 ' ^\ '%, B3 P8 t , %> . V B3 P9 , 1 B3 P10 v * % / /* "——--/ B4 PI x. %/ / B4 P2 ' , ' B4 P3 "x^\ B4 P4 X*^*~~^>v B4 P5 /V^™~~^x/\, B4 P6 / / ^\\ 'B4 P"^// \\ B4 P8 X/V SI B4 P9 \,\, 11 • B4 P10 \v / B5 PI B5 P2 B5 P3 B5 P4 B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B6 PI B6 P2 LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100.1 \vl00.5 Sa. ^^ 102VD 100.5 100.1 100.1 100.0 100.0 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 151.3 357.4 1149.8 140.4 508.4 508.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BEPJyi BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 3 U/4 55 (I6 1)7 58n9 LJor^i[2Ua 64 fl5Us 67rl8 LI9 r 7,°i1 W2 73n4 (_J5 76 rl7 [_J8 p°LJI 82rpU4 « 5 I J6Ld7 88 P'9Uo 91 rl2 U3 ni UiEC fl1 U2 3 n4 MSU6 P7 I8 Ug 10 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* o.* 0.* 0.* 0.* 0.* o . * /•*""*"" " -•»o.* //^~ -. \ 0.* // x , " °'* ^Ox 012 '^S^X4 7/5 ^%t^ ^**V1 / / REC ID DNL PEOPLE ^HjE^CB Rl 67. 500. 64.2 R2 67. 500. 64.8 R3 67. 500. 60.7 R4 67. 500. 60.1 R5 67. 500. 59.5 R6 67. 500. 58.7 R7 67. 500. 56.5 R8 67. 500. 43.5 R9 67. 500. 64.8 /^O 67. 500. 63.2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3 B7 P4 B7 P5 /x B7 P6// B7 P7 I B7 /§Av B7/B9 ^ B7 P10 /z P1 //B8 'P2 / / B8 ^3^ / XR8/B4 ^X/B€ /J?5 ^"B-8 B6 T^ Q ^^T5 r7^b*X.n Q -CV / ^v B8. P8\/ /"'-. , B8 P9 "'• • - ^ ^ B8 P10\ \ „ •< ' - . / B9 T?l N "' '' B9 P2 \\ B9 P3 \ \ B9 P4\/ B9 P5 * ^ " " < BIO PI / *"* * "' BIO P2 BIO P3 BIO P4 * > . BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 6 7 ^L) 102.2 103 .6 103.1 103 .1 103 .9 103.6 103.1 104.4 103.1 103.1 104.4 103.1 103.1 103.8 \ 103.6 v %S2I)2 . 2 2500.5 504.0 202,6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 11D2 3 14n-5u-6 X, ' ,-181 IL9/ i^20 21n Rll R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 60.7 60.5 60.9 60.7 62.3 61.7 61.4 62.0 62.9 51.9 60.2 BARRIER TYPE COST 3ERM MASONRY MASONRY/JERSEY CONCRETE 0, 0. 0 0 TOTAL COST = $0.n(^BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 111111111111 111111111111 11111111111 CORRESPONDING BARRIER HEIGHTS FOR EA 1 1 1 1 1 1 1 1 1 1 1 1 o. o. o. o. o. o. o. o. o. o. o. o. oVti./o/ ori). o. o. o. o. o. o. o. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. O.N)Y/. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. OT^O. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5^TJND32 - RELEASE 07/30/91! iTrTLE: 3arlsbad Realignment (existing evening),,,,, U EFFECTIVENESS / COST RATIOS *************************** 41 44 0.* 0.* 0.* 0.* BS PI B5 P2 B5 P3 BS P4 SOUND32 - RELEASE 07/30/91 JriTLE: Carlsbad Realignment (existing evening),,,,, p EFFECTIVENESS / COST RATIOS *************************** ELE j ! 2 ) 3 1 4 5 i 6 7 8 9 1 10 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. * * * * * * * * * * -j. B1JP14 B1/P2,s£/P3 Bl P4 /vBl P5 //Bl P6 // Bl P7 // B1/P8 i \ Bf/P9 ^C*^/' PI 11 12 13 14 17 18i9 20 21 22 23 24 25 26 2728 29 30 3234 35 363v 38 3940 0.* 0.* o..* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0, 0, 0, 0, 0, 0.* 0.* 0.* 0.* 0.* 44 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* \ B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P.7 B3 P8 B3 P9 B3 P10 B4 PI B4 P2 B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 nu 0u 45 46 47 48 49 50 (J 052 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79nU80 81 n 82y 83 U 84 PJ85 U 86 87 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* \ B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B8 PI B8 P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 BARRIER DATA ************ LjAR ELE 0 p.Lii - 2 P3 U4 5 n6 M7 U8 90° 'LJ 11 f-12 LM 15 . - 16 U.7 18 PL 9 3o H21 [22 ^23 24 p25 LJ26 27 p28 U29 30 f> - ^32 33 f~l34 U35 36 n37 U38 U39. 40 - LL 42n43 LJ44 45 pi46U47 U48 49HsoU 51 ^rv - fl52Cx-./v - BARRIER HEIGHTS 1 2 3 45 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0. * -—. ^ o . * /V--"X0.* // ^// 0.* " • \\ ' > o.* X^ 0-* \?0.* x- 0.* /**~~~~~~~*\o . * /S*X*~~^\N\o . * / / ^\ \o . * / / \ \ 0 . * ^v\ } I °"* ^x\\/y 0.* ^\/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* BAR 6 7 ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 /v Bl Pl(// /VB2 V^fC^ B2/R2 \ B2V'P3 J P4 P5 . .__ P6 " . B3 P2 s . ..J -• , ,B3 P3 ^ < "" ,B3" "P4 ' / B3 P5 N ^ • B3 P6 \ '» B3 P7 v \ > B3 P8 \ V B3 P9 B3 P10 /" / B4 PI B4 P2 \ B4 P3 "v^ B4 P4 ^ B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B6 PI B6 P2 LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 V 100-1 JN100.5 \OtK?.0 rs?>9 102>6 100.5 100.1 100.1 100.0 100.0 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 1.01.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 151.3 357.4 1149.8 140.4 508.4 508.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM nL>3 n55 56 (-57 58 H59 u 60 r^1 U52 H53 n64 i ] -. I O 5 U'66 67 P68 l> p70 U71 ^72 73 M74 U75 76n77 U78 79 80 81 82r~is3 U84 n85 u86 U87 n88 j]89 91 [~)92 LJ93 n UREC n x U 2 3n 4 U 5 6 n 7 Li 89 , i i rx 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 . * 0.* 0.* 0.* 0.* o.* 0.* 0.* 0.* 0.* 0 . * 0.* 0.* 0 • * ^— .. o . * 7^~ ^ 0 . * /V**" 0 . * / / 0.* / N, X^- -*r- - 012 ^x/"^ \, REC ID DNL PEOPLE Rl 67. 500. R2 67. 500. R3 67. 500. R4 67. 500. R5 67. 500. R6 67. 500. R7 67. 500. R8 67. 500. J*9 67. 500. %LO 67. 500. B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3 B7 P4 B7 P5/N B7 P6// B7 P/7 L B7/P^8Njx B7 P10 ' * - B8 P9 x C - k B8 P10 \ 11 « V f * ^ X ' '' B9 PI B9 P2 - \ B9 P3'" x V> B9 P4 , .' \ \ ^ B9 P5 ;' X '' .' "^""^7 BIO PI>x-0 '. '*/ '^ BIO P2 -x B1° P3 "'- . \ B10 P4 X x/ BIO P5 "^X. BIO' P6 "^X \ B1° P7 \\ BIO P8 \ J BIO P9 4 // 567 "* / \JfflQ (CAL) 59.6 60.1 56.0 55.4 54.8 54.1 51.9 38.8 60.2 58.6 102.2 103.6 103.1 103.1 103.9 103.6 103.1 104.4 103.1 103.1 104.4 103.1 103.1 103.8 V 103-6 x\202 . 2 ^x"%°X/2500.5 504.0 202.6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM i-J.1 12ri 3 Lj4 15 pl6 L7 18 r-19i20/(-21 Rll R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 56.1 55.8 56.2 56.1 57.6 57.1 56.8 57.3 58.2 47.3 55.5 BARRIER TYPE COST pBERM j MASONRY MASONRY/JERSEY CONCRETE I | . TOTAL COST 0. 0. 0. 0. = $ BARRIER HEIGHT INDEX FOR EACH BARRIER SECTL)iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iii V* iii•^ iiii fx 11 1 x^rii 1 1 1 1 1 1 1 1 1 ^CORRESPONDING BARRIER HEIGHTS FOR E. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.p o. o. o. o. o. o. o. o. o. o. o. o. LJO. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. J 0. 0 0. 0 0. 0. 0. 0. 0. 0 0 0 1 1 1 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. .0.0.0. o nU 0 L30UND32 - RELEASE 07/30/91 [TITLE: [_parlsbad Realignment (existing night) aAR EFFECTIVENESS / COST RATIOS*************************** 41 42 0.* •0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 1 82 83 84 85 86 87 88 89 90 91 92 93 0.* 0.* 0. * 0.* 0.* 0.* 0. 0. 0, 0 0 0 0 0 0.* 0..* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 BARRIER DATA ************ ELE 0 Ui 2n3 u4 5 n6 M7 U 8 9 pLOU11 pl2L13 U14 r-15 f 16iLI 7 18pig L20 p21 22 U23 •" - n24 P25 LJ26 27 P28 U29 30 P31 '-'32 33 P,34 U35 36 P37 U38 r-i40 PU41 42 P43 LJ44 • - 45 p46u47 U48 n49 50U 51^X - n 52^/9 - BARRIER HEIGHTS 12345 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* x-— X o.* //""""Xo.* // i o.* \\/V0.* \. / 0-* \v 0.* X 0.* .^-— "*•"->. o . * //**^~~**xJN\ 0.* • // >i\o . * / / \\ 0 . * ^XP^v I 1 0-* ^X/Xv / / ^ /0.* "^/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* BAR 6 7 ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 /v Bl PI// B2 /l^xX B2/P2 X^ B2 ^3 /""*-^.^ B3 P2 \ \*«*» """""--^ R3 P"}\ \^**^-»^^. ^* • \\ / /v / B3 P6 \ \ B3 P7 \\ B3 P-8 \ V B3 P9 I B3 PlO ^-—--^r~^^~^j B4 P1 B4 P2 \ B4. P3 \y B4 P4 'X/ B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 PlO B5 PI B5 P2 B5 P3 B5 P4 B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 PlO B6 PI B6 P2 LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100 . 1\aoo.5 X^Z^-O 102*?0 100.5 100.1 100.1 100.0 100.0 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 151.3 357.4 1149.8 140.4 508.4 508.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 53 P54 U55 n57 58 U59 P60Uei 62 P63U^ : 66H67 UGS 69 70 71 P72U73 U74 75 LJ77 - 78 O79 - 80 P81 82 U83 84n LJ85 86 P87' LJ8889 n90 U92 93nDi f-jREC REG ID 1 Rl 2 R2n 3 R3 u 4 R4 5 R5 P 6 R6 U 7 R7 8 _jn Q/y£K.O H 9rt'R9 10 "RIO 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* ' y ^s 0.* 0.* 0.*o.* ^— - -*. 0.* /x-"~~""'-o.* . // 0.* //o.* \\, 0.* \\. 1 2 3^x DNL PEOPLE 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3- B7 Py/ B7 B5/ B7 /Pe\. B7//7X\ B7 P9 />7 P10 // B8/feL / s. BW P2 xJ^NBll/PS ^xB8xP4 B8x^5v •Q Q Cwr /JJ O C v>v / /•-.^ B8 P7 \ ^d'""-*--,B8 P8 \^ \, / !/* "* ^^ ^^\y/\ \ B9 PI ^—^ \\ B9 P2 OX \ V B9 P3L B9 P4 i~-— ^ B9 P5/— — -^y •v r . BIO PI \/V ' BIO P2 \JN BIO P3 -^ ^^ BIO P4 \N. • BIO P5 \ \ BIO P7 j 1 BIO P8 // B1° P9 x//4/5 6 7x/ LEQ(CAL) 58.6 59.2 55.1 54.5 54.0 53.2 50.8 37.7 59.2 57.7 102.2 103.6 103.1 103.1 103.9 103.6 103.1 104.4 103.1 ' 103.1 104.4 103.1 103.1 \103.8 \J'5>Q3 . g 1I.Q2>2 300<0 2500.5 504.0 202.6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM r~\ L- 11 12f> •Ll 4 15 r~i6 L>7 18 r-19 20 21 Rll R12 R13 R14 R15 R3 6 R17 R18 R19 R20 R21 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 55.1 55.0 55.3 55.2 56.7 56.1 55.6 56.5 57.1 46.2 54.6 BARRIER TYPE COST r-BERM [MASONRYMASONRY/ JERSEY CONCRETE U TOTAL COST = $ 0. 0. 0. 0. 0. BARRIER HEIGHT INDEX FOR EACH BARRIER SECT1111 1111 111 1 11 1 1 1111 111 1 11 1 1 11 1 1 111 1 11 11 11 1 1 11 1 V 11 1 *-i^ 111 ,1 lx 111 •sJLrii 1 1 1 1 1 1 1 1 1 'CORRESPONDING BARRIER HEIGHTS FOR 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. «• G TSON.,„ cT. o. o. 0 0 0. 0 0 0 0 0 0. 0 0. 0 0. 0.•0. 0. 0. 0. 0. 0 0 0 1 1 1 0. 0. 0. 0. 0. 0. D JSOUND32 - RELEASE 07/30/91 -TITLE: Carlsbad Blvd Realingment (Future) - Daytime,,,,, EFFECTIVENESS / COST RATIOS *************************** -BAR ELE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 0.* 0.* 0.* 0.* 0. * 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0, 0. 0, 0. 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 U45 46 H47 LJ48 49 D|; Dl 55nse LJ57 58 D59 U 60 61n« U 63 64n65 LJ66 67 n68 69 U 70 H71 U 72 73 n 74 U75 76 n77 i 78 U 79 n so U 81 82 n83 U 84 ^ 85 86 U87 88n89 U 90 91n 92i j y/:u 93 ^ 94n95 U 96 97, 0.* 0.* 0.* 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 0. 0. 0, 0. 0. 0, 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* ""B-S-rPl -&8/P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIG PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 Bll P5 Bll P6 Bll P7 U"^ ** Dnu BAR rELE U n2 H3 U 4 5 PI6 U7 8 n 9 ULO 11 H12 14ni5 Ljl6 17 n18 19U20 fbi U22 23 (H24 U25 26 n27 128 U29 30 U31 32 n33 U34 U35 36H37 U38 39 H40u 41 n42 U43 U44 r-i45r 0.* 0.* 01234567 BARRIER DATA ************ BARRIER HEIGHTS 0 1 23 4 5 6.7 0..* - 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* / 0 . * / / 0 • * Xs"o.* . . • x 0.* 0.* 0.* 0.* 0 . * *• *" -o.* . * % • .- -o.* * ' . ' 0.* o.* /s~~^\ * \ > 0.* . //""""N ' ^o.* // i L_ .0.* C^ •'*/ *"•-•" -"7 •o.* X\// 0 . * ^*\, X,o . * ^""xT^x.o.* -— ~^ Xy 0 . * y^****^^***X.o . * y/^^X/v- o.* v\ 1 1 •o . * ^\\ / / 0 . * ^"^ ""X, / / 0 . * X. /o.* X/" 0.* - ' 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* JAX - 0.* Bll P8 Bll P9 BAR ID Bl PI Bl P2 /S Bl P// Bl P/4 S. Bl /PjSX^N Bl4?6 X, Bl P7 /mi PS jfil P9 ^°sB^'/Pl B?^P^ .B2*N*fi4N\, "DO "D C^**"^/£3 ^ IT J ^* B2 P6 B2.J>7 B2^>8 B2 P9 B2 P10 B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P7 B3 P8 B3 P9 B3 P10 B4 PI B4 P2 B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 B5 P5 LENGTH 508.4 508.1 101.8 104.4 106.0 Xp7.7 XiS.6i^ayt 122.1 119.5 114.3 107.8 107.7 103.1 101.1 100.1 100.6 100.2 100.2 100.5 100.5 100.1 500.2 501.2 501.6 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 500.0 500.0 500.9 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM -16 47 51 L52 r1?3 P4 -35 56 Ui 59 tfe d 65 (-66 ^[69^70 71 fl72 LJ73 74n75 u7* 78G79 80 LJ82 83 n84 u85 U86 U88 89n90 LJ91 n92 u93 U94 p96 U97 98 0.* 0.* 0. * 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0, 0 0 0 0 0.* 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0 0 0.* \ \ B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 yv B6 P8// B6 P// •B6 ^W\ //V/ / ^\ BT^-Pl J37 P2 fWl P3 /B7 P4 B7 PS B7/p(6 ^//P7 xB7N?8^x^x B7 P'Kiy B8. PI B8-P2 B8-T3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 P'l B9 P2 B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 .Bll P5 Bll P6 Bll P7 Bll P8 500.1 503.6 502.5 501.7 107.7 103.1 101.1 100.1 100.6 100.2 100.2 100.5 100.5 v 100.1 \ \^94.2 500*^ 50r/6 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 500.0 500.0 500.9 500.1 503.6 502.5 501.7 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM -BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM LJ ** 1rrui 2H3 U4 5ne LJ7 8 n9 oI i 12 P. 3 Lj4 15 p. 6lLJ-7 18 p>9 1* n LjAR - 0 REC Rl R2 R3 R4 R5 R6 R7 R8 R9 RIO Rll R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 RIER 0.* 1 2 ID DNL 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. TYPE 3 PEOPLE 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. Bll P9 5200.2 BERM 4567 LEQ(CAL) 66.6 67.2 63.7 63.5 63.6 A. 62 . 1 // 60.2 // 46.1 //C\, 67.6 / / '^v^V 65.4 ^ ^OX. 63 .2 /V ^X/V 63.3 / / 64 -1 //63.1 . // /y 65.1 / <. / / 62.3 ^N\// 63.8 \v\. 64.5 ^C^V 63.5 \/ 52.6 60.7 , ^ \\ % COST \ *' /\ ' 1ASONRY MASONRY/JERSEY .CONCRETE U TOTAL COST pBARRIER HEIGHT INDEX FOR EACHU i i i i i i111111 111111 1 1 1 11 1. CORRESPONDING BARR] 0. 0. 0. 0. 0. 0. 0? 0. 0. 0. 0. 0. 0. 0. 0~ JO. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ARI 1 ,1 ok ¥ • 0. 0. S^RNSECTIONiNi 1111111111111 EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0 0 0 111 1 1 1 0. 0. 0. 0. 1 11 0. 0. 0. 0. 1 11 0. 0. 0. 0. 1 1 1 0. 0. 0. 0. 1 1 1 0. 0. 0. 0. 1 1 1 0. 0. 0. 0. 1 1 1 0. 0. 0. 0. 1 1 1 1 0. 0. 0. 0. I ~SOUND32 - RELEASE 07/30/91 fITLE: -e'arlsbad Blvd Realignment (Future) - Evening, , , , , n LE EFFECTIVENESS / COST RATIOS * * ************************* 41 42 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 (J'45 46 p47 U48 ^ 49 H 50 LI 51 52 Fl53 LI 54 55 n56 L57 58 59 Qso 61n62 LJ 63 64 p65 U66 U 67 68 70 74 75 76 77 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0..* 0 0 0 0 0 0 0.* 0. * 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0. 0. 0. 0. 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B7 PI />B7 P2 B7 P3 B7 B8* P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 Bll P5 Bll P6 Bll P7 LJ n"Q" - 0 0 E * PJAR jfiLE 0 H1 -U2 3 f]4 U5 6 n7 8 U9 10 111 12r13 U4 15 r-16 I7 *— 18 190° "LJ 21 p>2 i?3 24 r25 26 w!7 28r?9 (Jo p31 32 33 36 37 P38 U9 40 pll 4243 ,ax - (f!4 V1^/ -lis 0.* 0.* 123 1ARRIER DATA BARRIER 123 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* /**""" 0.* //***""* 0.* / / o.* / v 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* Bll P8 Bll P9 4567 HEIGHTS BAR 4 5 6 7 ID /v BI py / Bl Eg "C Bl/P/X/^" Bl</4 X Bl P5 __ __ / " - ,„, B2 P4 ' - *„" *-B2 P5 X % / , B2 P6 , . /, B2 P7 B2 P8 B2 P9 ./^~*X \\ B2 P10 // ' '— B3 P1/ \^ //-- - ,"2l^ B3 p2 ^N/X/ / "^"^ B3 P3 \v C B3 P4 \/V B3 P5 _^^ \/ B3 P6 "-C^X ' B3 P7 ^*\\- B3 P8 \\ B3 P9 ) 1 B3 P1° \. // B4 PI X^// B4 P2 \/' B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 B5 P5 LENGTH 508.4 508.1 v 101.8 X/XQ4.4 X^g-g. oi^»0^ 116.6 122.1 122.1 119.5 114.3 107.8 107.7 103.1 101.1 100.1 100.6 100.2 100.2 100.5 100.5 100.1 500.2 501.2 501.6 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 ' 500.0 500.0 500.9 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 50 53 L'5 56 f>8 U9 P°LJi 62 r"3 U4 L65 Us 69 D°71 r?2 f3 Lj74 75 P/6 U77 78 80 84 35 36 98 u 92 93 94 95 97 98 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 /S B6 P9// B6 P/O^t / /*v B7</P1 \ B7 P2 /SJ P3 07 P4/B7 PA .B7yP? .B7//7 B7A>8 B'vSuov ^s/ B8 PI B8 P2 B8>3 B8~P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 Bll P5 Bll P6 Bll P7 Bll P8 500.1 503.6 502.5 501.7 107.7 103 .1 101.1 100.1 100.6 100.2 100.2 100.5 100.5 100.1 N/X00.2 x§oX2 - 5 0-vJfc 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 500.0 500.0 500.9 500.1 503.6 502.5 501.7 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 BERN BERM BERN BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 0.*Bll P9 5200.2 BERM n ° !U REG REC ID jjl RlW2 R2 r-i3 R3 4 R4 U5 R5 6 R6rn R7 . Lj8 R8 9 R9 plO RIO LI Rll M.2 R12 13 R13 Q 4 R14 Lis R15 16 R16 p. 7 R17 (J.8 R18 19 R19 r-2 0 R2 0 C 21 R21 H3ARRIER TYPE 1 i BERM pIASONRY 2 3 DNL PEOPLE 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. kASONRY/JERSEY CONCRETE p TOTAL COST = BARRIER HEIGHT INDEX f? 1 1 1 1 (_) 1 11 1 1111 /-v 1 1 1 1 1- 1 1 1 1 1 1 1 / | CORRESPONDING BARR/E U 0. 0. 0. 0. 0. 0. 0. 0.n o . o . o . o . U 0 . 0 . 0 . 0 . o. o.xi 0.0.0 0.0.0 0. 0. 0 $ FOR 1 1 i x.-ar* /^r¥ 1 4567 LEQ(CAL) 62.1 62.7 59.3 59.1 59.1 57.6 ' /S 55.7 // 41.6 // 63.1 //V\ 60.9 i/^^\58.7 N/ \\. ' 59'° /\ ^^59.7 •// ' 58.6 . // 60.6 / / />57-9 ' C\ //59.3 ^N^^/ 60.1 • \v X, 59.1 ^V\ 48.0 . . \y 56.2 ,~ .^ ' ' • •$ ** <n COST ' * //' 0 . 0 . j*""" — x \ \ 0. /f , . V 0 ./ / 'i KV / - •' EACH BAHM«R SECTION i i i\j/\i 11111111111 "~T>vl 1 I**'! 11111111111 ""•SxJK 11111111111111 IX \1111 111 1111111 1 1 1 1 R HEIGHTS VdR EACH SECTION . 0. 0. O.lQj. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. *0. 0/!3. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.^oXp//^. o. o. o. o. o. o. o. o. o. o. o. o. o. OX.O/ 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 G 50UND32 - RELEASE 07/30/91 TITLE: uCarlsbad Blvd Realignment (Future) - Nighttime, EFFECTIVENESS / COST RATIOS*************************** Dn.Hj\. !LE 0 1n 2 U 3 4n 5 U *7 n 8 9 U10 - Ul2 - 13 <~\ 14 ij15U16 - _ 17 1 18U 19 _ 20 21 22 p23 24 U25 ^=,26 M27 U28 29n30 "u 31 n32 33 U34 O35H36 L/37 38n 39 LJ40 n41 42 U43 444AA 1 2 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0..*. 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.*o.* / 0.* ^ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 34567 Bl PI/) Bl P// Bl A^ Bl/Plv BCL/P5 Bl P6 B2 P5 \ x - " * B2 P6 B27P7 ' , / , B2 P8 ., . B2 P9 B2 P10 *** \i ' 'y '^ B3 PI • B3 P2 •' ' //"" --"^ B3 P3 x • / " B3 P4 "x V B3 P5 -^ "" v B3 P6 "\/ B3 P7 /CH>\ B3 P8 f/ \\ ' B3 P9 / \ \ B3 P10 \\v 11 B4 PI \JS. // B4 P2 \\// B4 P3 \/ B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 U 46n-47U48 49 S> ^51 55 56 57 58 62 63 64 65 66 67 68 70 (I71U 72 7374 n77 [78U 79 n so U 81 82 n 83 U 84 ^ 85 86 08788n89 U 90 91 D»LJ 93 94095 U 96 0.* 0.* 0.* .0.* 0.* 0, 0 0 0 0 0 0.* 0.* 0.* 0.* 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B8>P1 BFP2 B8 P.3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 Bll P5 Bll P6 Bll P7 U"**iinu BAR riLE U 1 n2 3u4 5 fl6 U7 8n9 LLO -r-u/ f-2v-i3 14 /~~L5 LJ.6 17 r~18 ^0 | ;21 (-22 23r»24 L'25 "26rf7 L?8 ^-29 30n L'31 32n33 |j34 35 rf6 37 ^38 39n,4ou 41n42 44 />-o45 r* 0.* 0.* 0 1 BARRIER 0 1 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* - 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 . *f\ - o..* Bll P8 Bll P9 234567 DATA ***** BARRIER HEIGHTS BAR 2 3 4 5 6 7 ID Bl PIBI P2 /y Bl P3// Bl "9A X. Bl /£SNOS Bl</6 X Bl P7 /B^L P8 / Bl P9 //Bl BIO 'x5xB2/Fl^x5i/p2 BU/pi Biff1^/^ B2 PsX/ * " - - B2 P6 * x'1' > \ / &2 ^8^ \ / *"«=*#•• >v , ,' / B2 P9 -. < B2 P10 \ ^_> /" ^""X, \ > B3 PI // /*'" ^ 1 " B3 P2 // / '— _,<s ' B3 P3 ' \ / /—._.. " /' R"3 PA !s_ '"*» £ £ "" "" ™*. a./ "^ ~^x.."xy/ B3 P5 "'X X B3 P6 - "X\ B3 P7 ^-— ^ X/ B3 PB /V-~-Cx'- B3 P9 /f \ \ B3 P10 \Sx II B4 PIx^x. yy B4 P2 X^Jv / / B4 P3 \^/ B4 P4 X/ B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 B5 P5 LENGTH 508.4 508.1 101.8 104.4 N, 106.0 v i^7 . 7 I2*2v«4- 122.1 119.5 114.3 107.8 107.7 103.1 101.1 100.1 100.6 100.2 100.2 100.5 100.5 100.1 500.2 501.2 501.6 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 500.0 500.0 500.9 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM W6 47 |J (1 0- 56 fl7 U 8 59 0.* 0.* 0.* 0.* 65 P6 U?68 it^70 r?1O2 L/3 74 77 r-78 79U 80 HiU2 83 86 97 s -89 93 94 98 /Z> 0 0 0 0 0 0 0 0.* 0.* 0.* o. * 0.* 0.* 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 /-v B6 P8 // B6 P9/ / B6 ^IR/^ / / > B7 PI \ ; ^ - B8 PI \\ ^> B8 P2 \ \ // B8 P3 . \ S "/ B8 P4 \ \ B8 P5 \\ B8 P6 V V B8 P7 { B8 P8;^--~ B8 P9-- -•-»--/ B8 P10 V B9 P1 O B9 p2>v B9 P3 B9 P4 B9 P5 B9 P6 B9 P7 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 Bll PI Bll P2 Bll P3 Bll P4 Bll P5 Bll P6 Bll P7 Bll P8 500.1 503.6 502.5 501.7 107.7 103 .1 101.1 100.1 100.6 100.2 100.2 100 . 5 100.5 \ 100.1 XsO-a 2 5134"^ 50lM 502.1 501.3 501.7 200.5 200.2 101.1 101.2 201.1 200.1 500.3 500.1 500.1 500.1 500.0 500.0 500.0 500.1 500.0 500.0 500.9 500.1 503.6 502.5 501.7 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM , BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM * *o . . *Bll P9 5200.2 BERMp 0 1 1 JREC REC ID Ui"ii 2 R2 f|3 R3 LJ4 R4 5 R5 r-]6 R6 ! 7 R7 °8 R8 n9 R9 1.0 RIO Ul Rll 12 R12 p.3 R13 (J.4 R14 15 R15 f*:6 R16 '.7 R17 ^i.8 R18 ,19 R19 ( )o R20 Ul R21 [CARRIER TYPE llASONRY 2 3 DNL PEOPLE 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. . 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. LikASONRY/ JERSEY CONCRETEn U TOTAL COST = riARRIER HEIGHT INDEXU i i i i^1 1 1 1 f~V 1 1 1 1n i i i i 1 1 1 1 1 1 / 1 l/« CORRESPONDING BARR^ 0. 0. 0. 0. Ho. o. o. o. (Jo. o. o. o. 0.0.0 0.0.0 0.0.0 $ FOR 1^-4- f/*~I/ 1 I 1 4567 LEQ(CAL) 61.0 61.5 58.1 57.9 58.0 .. 56.4 // 54.5 ' // 40.4 /J\, 61-9 //V 59.8 V 57.5 • 57.8 // 58.5 // 57.4 // /-y 59.5 // // 56.7 ^C*-^// 58.2 \v\ 58.9 ^vXv 57.9 \^ 46.8 r-^.^ 55.0 •' v,r^*"--... \ \ jr ,, 'f \\ / • •••<' COST ^v ^// \ i 0 . ., \\ o. / , \ V 0. . n ' } ~ - -»,\Jj • f "bnvFte „, o.^'/^ EACH BARfes^NSECTION ^^^^*ft^^ i J_ u. ^^ j- -L A. J. _L _L --i^JX, 11111 111 l^i\l 1.1 1 1 1 1 1 1 1\ UL 11 1 1 11 1 \\\ .\Yx/ 1111111111111111111111111111 RNHEIGHTS fQjR EACH SECTION . OX . 0. sp. 0../0f. 0. 0. 0. 0. 0. 0. 0. .B^xQ^yt.' 0. 0. 0. 0. 0. 0. 0. ovo/o. o. o. o. o. o. o. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. <-oOUND32 - RELEASE 07/30/91 PriTLE: (j-arlsbad (future no project:day) AR EFFECTIVENESS / COST RATIOS ****************** 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 J 45 ,46 47 '48 49jsc 51 [52 I 53 54 ,55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 o70 u71 w 72 n73 74 U 75 76 78 79 81 82 83 84 85 86 8788 89 90 9192 93 0 0.* 0.* 0.* 0.* 0.* 0.* 0. 0, 0, 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0, 0, 0 0, 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 BARRIER DATA ************ S3AR ELE lil 2n3 LJ4 5 n 6 U7 U 8 ^ 9 i 10 f • 0 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. BARRIER HEIGHTS BAR 2 3 4 5 6 7 ID * * * * * * * * * * Bl •Bl Bl Bl Bl Bl Bl Bl Bl Bl PI P2 P3 P4 P5 P6 P7 P8 P9 /> PLO/ LENGTH 508 508 105 114 138 168 150 120 111 106 .4 .1 .3 .1 .0 .0 .1 .9 .8 .0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERMU 11 14 ff5 16017 18 Pl9Lao U21L22 ^J23 o24 LJ26 27 j-|28 LJ29 30 0-^32 ,-,33 034 L>35 36 037 U38 39 n40 42n*3 U44 45 H46 U47 48n49 50 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 o.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 100.1 102.0 100.5 100.1 100.1 100.0 100.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 101.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 500 500 500 500 500 500 151 357 1149 140 .0 .2 .0 .0 .1 .1 .3 .4 .8 .4 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 0.* 0.* B6 PI B6 P2 508.4 508.0 BERM BERM o3 54 r-55 56 ^-•57 58 P59 U 60 palU2 63 r-64( i I-5 .67 j> UP 9 f 70 71\_i^72 O73 P74 ^75 76 f 77 ]_ j78 79 P ^81 n82 P83 U84 GO -D 86 87 r-i88 89 *~'90 91 [(92. U93 0REG D1 U 2 3n 4 U 5 6n 7 u 8 W 9 r-^10 <4 - 0.* 0.* 0.* 0.* 0.* 0.* 0.* - l 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* - 0.* 0.* 0.* 0.* 0.* 0.* 0.* : S:: /—- o.* /^- <>•* ' cOo.* \N// 0.* X. S - -0.* X °-* .— . ^o . * /^--"^.r^Nv o . * //^*^^*>XNV\'o . * / / \ \ °'* ^v\ 1' 012 3x\4y^5 REG ID DNL PEOPLE ^M!Q (CA RI 67. 500. 66.6 R2 67. 500. 67.1 R3 67. 500. 62.9 R4 67. 500. 62.3 R5 67. 500. 61.7 R6 67. 500. 61.0 R7 67. 500. 58.8 R8 67. 500. 45.1 _R9 67. 500. 67.2 7iko 67. 500. 65.6 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3 B7 P4 B7 P5 /> B7 P6// B7 P/7 \^ B7 /PSTx/^ B7\/9 ^ B7 P10 / B8 'PI //B8 B/ / B 8 /P.3 V xxB8"/)4 \x S'8/P5 ^B'S^ P€ B8"SP^NN> "D Q "D Q^N,/O O IT O /"**a^/ B8 P9 * "*""*,, " 'SS P10^ ** 7 j~"" ""**\ s / "—-- \ ,/ B9 PI B9 P2 v v B9 P3 \ \J B9 P4 ] V B9 P5 ^~~— -,/-— ^^7 B1° P1 B10 P2 m n D^v OX U Jr j J\v BIO P4 \/ BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 6 7 L) 102.2 103.6 103.1 103.1 103.9 103.6 103.1 104.4 103.1 103.1 104.4 103.1 103.1 103.8 V 103.6 \jaQ2. 2 ^vV0 \/ 2500.5 504.0 202.6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM J-l 12 -13 14 ""15 _16 17 -48 19 20[ Rll R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 63.1 62.8 63.2 63.1 64.6 64.1 63.8 64.3 65.2 54.3 62.5 BARRIER TYPE COST |MASONRY MASONRY/ JERSEY CONCRETE 0. 0. 0. 0. TOTAL COST = $0. (I fl HJ1JK. 1 1 1 1 iJIK 1 1 1 1 JfljCi1 11 1 j-ijn 1 1 1 1 :i j. 1 1 1 1 1NJJ.C, 1 1 1 1 A r 1 1. 1 1 UK 1 1 1 1 CiA<~ 1 1 1 1 n o 1 1 1 1 AKK 1 1 1 1 J.J1K 1 1 1 1, SE. 1 1 • 1 i^ 1 -i-XiN i r i i i i i i L,CORRESPONDING BARRIER HEIGHTS FOR E 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0.0. 0.0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. nu i i s.i i i i i i i i i i i i i i i i i i i i i i 0, 0 0 0, 0 0 0 0 0 0. 0, 0. 0 0. 0. 0. 0. 0. 0 n30UND32 - RELEASE 07/30/91 .TITLE: Carlsbad (future no project:evening) -BAR ELE EFFECTIVENESS / COST RATIOS *************************** i 4 l78 9 10 Pll Ul2 0 13 14 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 0.* 0.* 0.* 0 0 0 0 0.* 0.* 0.* 0 0 0 0 0.* 0.* 0.* 0. * 0.* 0.* 0, 0, 0 0 0 0 0 0 0 0.* * * * * * * * * * 0. 0 0 0 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 46 H47 U48 49o50 51 52 I 53 U54 55 H56 (J57 58 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 0.*. 0.* 0.* 0.* 0.* 0.* 0, 0 0 0 0 0.* 0.* 0.* 0.* 0.* .0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* /*- B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B'8>P1 B"Sf P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 B8 P10 B9 PI B9 P2 B9 P3 B9 P4 B9 P5 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 BARRIER DATA ************ SalLE 0 Hi U2 3 f]4Us 6n7 •8 U9 n° "Ik 12 p.3 L-4 15 rj,6 j .7 x8 19 HoU 21 ri2b3 24 < r!6. U7 28 IB )0 pVlb2 S3 r34 u5 37na 40 O1 -^42 Pi3 V-15 46 P17 ) 1 Q1 x O "" 49 r?°4i 52 4^ - BARRIER 123 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* • 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* /^"" 0.* / f 0.* // 0.* / \ 0-* \ON 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* HEIGHTS BAR 4 5 6 7 ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8' Bl P9 Bl P10/S •B2 P/ L B2 /2>\N| B2-CP3 ^^ B2 P4 B3 P3 x ^ , "-B3 P4 \ , > B3 >5 f B3 P6 \' , B3 P7 \% B3 P8 /^~^\ \> B3 P9 //^\ ] V B3 P10 < C / '•"--"" .7 B4 P1 N\S// " ~* B4 P2 ^V \ B4 P3 X\?\v B4 P4 -^ \/ B4 P5 _^J\ B4 p6 ^^xX B4 P7 \\ B4 P8 ! 1 B4 P9 / / B4 P10X. / / \\// B5 PI \/ B5 P2 B5 P3 B5 P4 B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 B6 PI B6 P2 LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100.1 \ 100.5 xJX02'. 0 Xo^plvO KT2^ 100.5 100.1 100.1 100.0 100.0 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 151.3 357.4 1149.8 140.4 508.4 508.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM ' BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 53n4 I5 56 ,-57 ?8 L^g Ho[Jl 62 f~53 34 4s r66!571^68 69n 0^0 71r72 73 L74 m75 f>6 U77 78™ 80 r81 82L83 84nLas 86 P87 D8 89 r-90f | [_?1 93n0i pRECL) n 2H3 U 4 5n 6 U 7 8 ^n 9 $} X10 • 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 . * 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* t o.* 0.* 0.* o.* /"•*""""""" "- 0.* /j^~ -* 0 . * / / 0.* // 0 . * \\ o . * xJx,xj^-*xr 012 3 ^N REC ID DNL PEOPLE Rl 67. 500. R2 67. 500. R3 67. 500. R4 67. 500. R5 67. 500. R6 67. 500. R7 67. 500. -R8 67. 500. L® 67. 500.K y~R10 67. 500. B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3 ^v B7 P4 // B7 P57/ B7 f^C^ BV^PSt~ sa PV . B8 P8 "* \ % " -• fiB*~*B9V , 5*8-4io \ B9 PI ,--^ ' k B9 P2 />O\ V B9 P3 // ] I B9 P4 / / / ' ~ ' -, B9 P5\ / /"*-— '-,^ / ^\^ ^ BIO PI ^vvx, B1° P2 \/\ BIO P3 «-^. ^^ BIO P4 \\ BIO P5 \\ BIO P6 \ \ BIO P7 I J BIO P8 // BIO P9v //XT /x4 / 5 6 7X/ LEQ(CAL) 62.1 62.7 58.4 57.8 57.3 56.6 54.3 40.5 62.7 61.1 102.2 103 .6 103.1 103.1 103.9 103.6 103.1 104.4 103.1 103.1 104.4 103.1 103.1 XJ.03.8v ^v~ ^v ^^*J 300^ 2500.5 504.0 202.6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 •^47.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 11 12 -13 .4 -15 16 1.7Ja 19 •^o >1 Rll ' R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 6.7. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 58.6 58.4 58.8 58.7 60.2 59.6 59.2 59.9 60.7 49.7 58.1 I JARRIER TYPE COST BERM HlASONRY UIASONRY/JERSEYCONCRETE 0. 0. 0. 0. r TOTAL COST = $ 0. // ^ /< ftRRIER HEIGHT INDEX FOR EACH BARRIER SECTl^ONv // 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 l.vl/ 1 1 1 T 1 1 1 .BARRIER 1 1 11111111111 11111111111 11111111111 CORRESPONDING BARRIER HEIGHTS FOR 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0 0. 0, 0. 0 0. 0 0 0 0 1 1 11 1 1 1 1 1 11 0, 0. 0 0 0 0 0. 0, 0. 0, 0. 0, 0 0 0 1 1 1 0. 0. 0. "SOUND32 - RELEASE 07/30/91 jTTLE : Carlsbad (future no project : night) EFFECTIVENESS / COST RATIOS **************************** _3AR ELE 0 ] - -"-1 2 ~l 3 1 4 J 5 6n 7 J 8 9 n10 -Jn -^12 ]l3 J 14 15 -|16 J17 18 -, 19 20_J 21 "") 22 J23 24 H 25 ) 26 27 n 28 29 J 30 "I 31 J32 33 n 34 J35 U 36 37 (38 J 39 40 ~) J41 - 42^> - ^43X1) - 44~v . 1 2 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.*• o . * / 0.* /, o.* \ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* .34567 *, Bl JF1/ Bl/KT" B//3\ B2/P4 • /vB1 P5 /^l P6 //Bl P7 // B1/B8 / C B//*9X/xa'a/pio^vV BS/Pi^ B2 K2 5^v/^^^ B2 P3 \^^-*^^B2 P4 V\> 7>'2>P5 \\ //^te/PG \V / B2 P7 \ \ B2 P8 x-— -x. V\ B2 P9 /V*-~X \ v B2 P10/ / \ 1// 11// / "~~~~~----_ B3 PI \XV /f~~—-J B3 P2 XX7/ • B3 P3 ^xXX ' B3 P4 XXN B3 P5 ~*>>~-~~~~«^ X^ B3 P6 //"""""•^Xx B3 P7 Y X \ B3 P8 / \\ B3 P9 vX )i B3 P1° X\X/y/ B4 PI X./ B4 P2 ^ B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 j45 U46 47 H48 U49 50 0-52 n53 u54 U55 56n57 U58 59 D« 61 n62 63U64 65nee LJ67 68a69 ^70 n71 72 U 73 74nv5 U 76 77 n78 U79 n80 P.81 U82 83 O84 85 p86 U87 U 88 ^ 89nso U 91 92n 93 0.* 0.* 0.* 0..* 0.* 0.* 0 0 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0, 0 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B5 P10 BIO PI BIO P2 BIO P3 BIO P4 BIO P5 BIO P6 BIO P7 BIO P8 BIO P9 BARRIER DATA ************ «§ (__3AR ELE 0 D. _____ i - 2 n3 4 U5 6 Pi7Da 9 IT "11 12TO LJL4 15PL 6 UL7 18 (—19l> - .2 L23 24P25U26 27 r-28 29 30 riji LJ32 33 f-34 ^1r37 ' '38 1^39 40nDii - 42n43 u44 w_~* . .—/L T — n46 Fl47 L'48 49 P50 U 51 <T> - rf>2 {^LJ0 - BARRIER HEIGHTS BAR 1234567 ID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ * _ * f * _ * _ * . * f * _ * f * . * f * < * _ * f * _ * f * _ * < * _ * _ * _ * _ * ^ * . * _ * _ * < * _ * _•* _ * . * f * _ * < * _ * -* / •* // •* / <...* \ _ * ^ f * f * f * _ * t * _ * f * _ * . * _ * _ * _ * Bl Bl Bl Bl Bl Bl Bl Bl Bl Bl B2 B2/ B2 £>2 / /B2 // B2 / C B2/\Os£ XB\ B3 /**--^ B3 / 1^^*^-. B3 V\^7 '*'&>"" \\ / ' B'3*" \V / B3 \\ B3 \\ B3 V B3 1 B3 # ""^ „ *- y "~"- -" B4 ' ' N \' B4 X* "s, B4 "**• ^*> B4--*- - N/ B4 ^~ -^ ", B4 ^ \ *\ B4 '. , B4 V ; B4 "Xx, / B4 v* ^y B5 B5 B5 B5 B5 B5 B5 B5 B5 B5 B6 B6 PI P2 P3 P4 P5 P6 P7 P8 P9 yv Pl|f/ /p6\if A X^ P4 P5 P6 /J / ^10 "px? P2 P3 -P4 "/P5 P6 P7 P8 P9 P10 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 PI P2 LENGTH 508 508 105 114 138 168 150 120 111 106 100 Xvioo XP2>ol 102" 100 100 100 100 100 100 100 500 501 501 501 501 501 200 200 101 101 200 200 500 500 500 500 500 500 500 500 500 500 500 500 151 357 1149 140 508 508 .4 .1 .3 .1 .0 .0 .1 .9 .8 .0 .1 .5 .0 :o .5 .1.1 .0 .0 .0 .0 .6 .2 .4 .8 .3 .7 .5 .2 .1 .2 .7 .1 .1 .4 .1 .1 .1 .0 .0 .2 .0 .0 .1 .1 .3 .4 .8 .4 .4 .0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM U5 : 55 H6 Li7 58n9 "U60 { 1h2 L63 6405 6 67pa U9 r7°f1 73r/4 {JT5 76 r~77 - • 78 ^79 Lai . 82 f~33 LJ4 r-95 36 L87 ft '- L$0 91 (~92L« n LREC REC ID Hi Rl U 2 R2 3 R3 n 4 R4 jj 5 R5 6 R6 n7 R7 8 R8U9 R9 10 .4/R400 ^ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* . 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* o.*- 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* ^^S**-™--**!, 0^ ^—,o.* //^~" 0.* // 0.* / C 1 2 ^\\ ^x DNL PEOPLE 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. 67. 500. B6 P3 B6 P4 B6 P5 B6 P6 B6 P7 B6 P8 B6 P9 B7 PI B7 P2 B7 P3 B7 P4 B7 P5 /% B7 P6// B7 P/ i B7ypV\X B7 P10 4 PI P2 /f /P5 V*P£ Ba^Ej^v B8 P8X/ B8 P9 '\ ,- . V_ ~ B8 P10 \X / i B9 PI \* / B9 P2 \% B9 P3 \\ B9 P4 , " '•. ' X/ B9 P5 ' * C / •--- .^l""y' BIO PI% -x " s -' ' ~~ ' BIO P2 ^ , ^. BIO P3 X xv BIO P4x"%y • BIO PS """"""•v BIO P6 "^\\ - BIO P7 \\ BIO P8 \ \ BIO P9 <//5 6 7 ^»/ / \LEQ(CAL) 60.9 61.5 57.3 56.7 56.1 55.4 53.1 39.3 61.5 60.0 102.2 103.6 103.1 103.1 103.9 103.6 103.1 104.4 103.1 103.1 104.4 103.1 103.1 103.8 v 103.6 . xSan 2500.5 504.0 202.6 203.4 101.1 500.8 500.1 1000.2 500.1 5500.3 547.3 1676.9 1206.0 611.9 2200.5 1015.2 1782.7 517.1 720.4 1570.3 1281.0 450.2 1580.5 5200.2 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM Lii 12 pi 3 L14 15 r16 17 L18 19 P20 U21 Rll R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 67. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 57.4 57.2 57.6 57.5 59.0 58.4 58.0 58.7 59.5 48.5 56.9 BARRIER TYPE COST BERM MASONRY -MASONRY/ JERSEY CONCRETE ] 0. 0. 0. 0. TOTAL COST = $0.// BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION* 1 1 1 1 11 11 1 1 1 1 1 1 1* 1 1 1 1 1 111 1 1 1 11111111111 11111111111 ^-CORRESPONDING BARRIER HEIGHTS FOR 0. 0. 0. 0. 0.0.0. 0. 0. 0. 0. n iii iii iii iii iii i ii o 0 0, 0, 0, 0, 0, 0. 0. 0 0 0 0 0 0 0, 0, 0 u O|,J3ECT-1QN _ 0. 0.\(MX). 0. 0. 0. 0 0 . (\. \0 . 0 . 0 . 0 . 0. 0 0. 0 0 0 0 0. 0 0. 0 0 0 0, 0 0 0. 0, 0. 1 1 1 0. 0. 0. D \ \, rj SEBTIOHTWO Existing Setting The Briiel and Kjaer Type 2231 Sound Level Meter (SLM) used for the short-term (15 minute) noise measurements was set for slow response mode using the A-weighted decibel (dBA) scale. Long-term (24 hour) noise measurements were made using a Metrosonics db-308 SLM. Both p, SLMs are laboratory-calibrated and were field-checked using a Briiel and Kjasr Type 4231 Sound 1) Pressure Calibrator before and after each measurement. The accuracy of the calibrator is maintained through a program established through the manufacturer and traceable to the National D Institute of Standards and Technology. The sound measurement instruments meet the requirements of the American National Standards Institute Standard SI.4-1983 and the International Electrotechnical Commission Publications 804/and *65J. In all cases, the / '-': ^Si ^XDmicrophone height was five feet above the ground and the micropnonesHvere equipped with windscreens. The short-term SLM was tripod-mounted during each measurement. A 3-cup anemometer and digital thermometer/hygrometer were used to measure\w*ind velocity, n temperature and relative humidity. Eight short-term measurements (ST-1 through ST-8) were conducted within the project site, as 0 shown in Figures 4 and 5. These measurements were 15 minutes in duration. Weather conditions during the measurement period were characterized by clear skies, warm temperatures (83 to 88 degrees Fahrenheit) and light to moderate breezes (~ 0 to 8 miles per hour). Relative |—| humidity ranged from 45 to 51 percent. Vehicle counts were alsb^conducted during the noise jj measurements and a handheld radar gun was used to survey vehicle speeds. Table 1 shows the results of the short-term measurements in terms of Leq, LMOX and LMIH • These I noise measurements were used to characterize the existing ambient noise levels in the area and to calibrate the noise model. A second measurement (ST-8) was conducted at measurement ,_. location one to evidence repeatability of measurements and consistency of daily ambient noise I levels. \/' A long term noise measurement was conducted at the location shown in Figure 5, and denoted D LT-1. LT-1 was located approximately 60 feet from the centerline of the northbound lane of Carlsbad Boulevard. As shown in Table 2, the 24-hour, time-weighted noise level at LT-1 is 66 dBA CNEL. W:\9853003K\018-e-R.DOC\20-OCT-98\SDG 2-4 SECTIOHTWO Existing Setting Table 1 SHORT-TERM NOISE MEASUREMENT SUMMARY Measurement Location St-1: NBsite-12'SofS entrance to Lanakai Mobile Homes. @ P/L of roadway & mobile home park ST-2: Rear side yard facing Carlsbad Blvd. @ Lanakai Mobile Home Park ST-3: SW corner of lobby driveway entrance to Carlsbad Seapointe Timeshare ST-4: 6614Oceanview: SW corner of property at edge of trailer park near brick wall ST-5: 6538 Oceanview: In front of mobile home (mid- street) ST-6: Near home at the NE comer of Carlsbad Blvd. And Manzano ST-7: 6492 Easy Street: Near mobile home on the side nearest parking stall. ST-8: Same as ST-1 Measurement Noise Source Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Carlsbad Blvd. Measurement Period Date (month/day/yr) 8/19/98 8/19/98 8/19/98 8/19/98 Xx\" 8/20/98 \ ^ \ ,„ 8/20/98 } !_ /8/20/98__ Start Time (hnmin) 11:15 11:45 12:20 13:05 13:25 \ \ \$i\ 5 V 7 10:45 Duration (min:sec) 15:00 15:00 15:00 15:00 15:00 15:00 15:00 15:00 Measurement Results Uq (dBA) 64.1 X6;[;4\ 56.0 57.0 55.1 65.1 60.7 64.2 Lmax (dBA) 73.1 X73'4 **"!• X/ 72.3 66.8 77.2 80.7 74.4 73.4 Lmin (dBA) 44.1 41.8 45.8 41.5 44.6 44.6 44.8 44.1 "X Table 2 LONG-TERM NOISE MEASUREMENT SUMMARY .,-** //.?•C Location LT-1 / \ \ / ^ \x\Date j , 8/l"9/98-8/20a8/•«t. •»» / 24-Hour Uq (dBA) 63 Peak Hour U (dBA) 67 CNEL Uq (dBA) 66 Woodward-Clyde W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 2-5 SECTIONTHREE City Standards Noise Element Policies for noise sources and development under the control of the City specify that for noise-sensitive land uses (e.g., residential projects, schools, and hospitals) adequate design and noise insulation to protect occupants from unusually loud exterior noise be established. Also, the city shall enforce the standards of the State of California Motor Vehicle Code and other State and Federal Legislation pertaining to motor vehicle noise. Some noise sources are not under control of the City's Noise Element. For motor vehicle sources, City noise mitigation measures establish noise buffers between arterials and adjoining noise-sensitive areas. Whenever possible, this shall be accomplished by the use of thoughtful project layout and design. As a less preferable alternative, intervening noise barrier structures may be required. Where noise barriers are necessary, constructed earthen berrns or the buildings themselves are preferable to soundwalls as the method used to provide noise shielding. W . W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 3-1 SECTIONFOUR Future Noise Levels 4.1 MODELED TRAFFIC NOISE LEVELS Existing and future traffic noise levels were modeled in order to compare potential effects of the project at various noise-sensitive receiver locations. Three scenarios were modeled: existing conditions (i.e., existing traffic volumes and existing roadway geometry); future-with-project (Year 2010 traffic volumes and proposed realigned roadway geometry) and future-without- project (Year 2010 traffic volumes and existing roadway geometry). / >/ /Existing, future-with-project and future-without-project noise le/e]s from vehicle traffic were estimated using the SOUND32 traffic noise model, developed/rjyAthe' California Department of Transportation (Caltrans) as a personal-computer version of STAMINA^2.0-%SOUND32 is based upon the Federal Highway Administration (FHWA) Noise Prediction ModekFffV^A RD 77-108. The input parameters that determine the projected impact of vehicular trafficsholse include the percentage of total average daily traffic (ADT) that flows each hour throughout a 24 hour period; the distance from observer to the center of the near travel lanes on each side of the roadway; the vehicle travel speed; the percentage of automobiles, medium trucks and heavy trucks in the roadway volume; the roadway grade; the receptor's angle of view; and the site's ground surface conditions ("hard" or "soft"). Predicted noise levels were based upon the California reference energy mean vehicle noise emission level curves (CALVENO). „ TJie CALVENO curves are expected to more closely replicate the actual noise levels from California vehicles within the/ "*a"°'~^. ,project area. This is confirmed during the'm£)del,,caribration procedure using site-specific data (i.e., traffic counts and speeds) collected during/the field* noise/fneasurements. Using this data, good agreement (less than two decibels) was acm'e^ed* bet ween measured data and modeled noise levels at the measurement sites. Thus, the ndiseC model was utilized without calibration adjustments in subsequent existing, future-with-project and future-without-project noise modeling. V Existing and future noise levels for CarlsbadJ3oiuilevard were calculated using average daily traffic volumes and traffic mix (the perceritages-of autos, medium trucks and heavy trucks) information consistent with standard noise modeling practice. Traffic volumes used for the modeling of Carlsbad Boulevard and Palomar Airport Road were based upon data provided by the City of Carlsbad's Traffic EngineeringvDivision. The traffic mix utilized for the modeling was based upon information-contained in the City of Carlsbad's Noise Guidelines Manual. / /'" "% \The results of modeling future traffic noise for existing and planned future noise-sensitive receptor locations<;are,presented in Table 3. The receptor locations Rl through R21 are shown in Figures 4 and 5. "X^v%x //>SNXXV// 4.2 POTENTIAL EFFECT$VAND PROJECT FEASIBILITY As shown in Table 3, existing noise levels from traffic range from 46 to 67 dBA CNEL at noise- sensitive receivers along the project route. Eighteen of the 21 modeled receptor sites (representative of existing or planned future noise-sensitive receivers) are above the City of Carlsbad's recommended exterior noise standard of 60 dBA CNEL. All of the modeled receivers except R7, R8 and R20 currently exceed the 60 dBA CNEL noise standard. LJ W:\9853003K\018-B-R.OOC\20-OCT-98\SDG 4-1 SECTIONFOUR Future Noise Levels Table 3 EXISTING AND FUTURE MODELED NOISE LEVELS 0 u Receptors R1 R2 R3 R4 R5 R6 R7 . R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 Existing CNEL (dBA) 66 67 63 62 62 61 59 46 67 65 63 63 63 63 65 64 64 64 65 54 62 Future- without-project CNEL (dBA) 69 69 65 65 64 63 61 47 69 68 65 65 65 65 67 66 66 67/"^,,,^ ,67/ / 56. 'X,x/. Future-with- project CNEL (dBA) 69 69 66 66 66 64 62 48 / / 70 V* 68 65 66 »~ ^:*-«i«./ _ 66"^,,,,^ Y\65^^X «. £' \\ / / 65\v / 66 \\ \ 67 • \/ } ! 66 ' ^^55^7 .63'" Future-without- project Change (dBA) +3/> t2/ A2.\ 1/+3 VVX< +2 x /> +2 +2 />1 X. //+2 \" <v +3 \>2V +2./ +2 ^'--,^+2 --./ +2 +2 +2 +3 +2 +2 +3 Additional Future- with-project Change (dBA) 0 0 +1 +1 x """"••, +2«~ =s._ """-- /x/ +1 +1 +1 +1 0 0 +1 +1 0 0 -1 0 0 -1 -1 -2 As Table 3 also shows, noise levels frorrHraffic along Carlsbad Boulevard and Palomar Airport ^V'^Road are anticipated to increase in the future with or without the proposed project. Future-without- project traffic noise levels will generally increase by 2 to 3 decibels compared to existing noise levels. This increase is attributable to future increases in traffic volumes. For example, noise levels at R4, which is representative of residences in the Solamar neighborhood overlooking Carlsbad Boulevard, would increase from 62 dBA CNEL in the existing case to 65 dBA CNEL in the future- without-project case. Further inspection of Table 3 shows that the realignment of Carlsbad Boulevard would result in additional noise level changes ranging from zero to two decibel increases on the east side of Carlsbad Boulevard and corresponding decreases of zero to two decibels on the west side of Carlsbad Boulevard. Along both sides of Carlsbad Boulevard, most of the receptors would experience changes in noise levels of approximately one decibel. Typically a change in noise level of one decibel is inaudible except under controlled (i.e., laboratory) conditions, while a change in noise level of three decibels is considered perceptible. WoodwardClyde WA9853003K\018-B-R.DOC\20-OCT-98\SDG 4-2 SECTIONFOUR Future Noise levels Noise levels at noise-sensitive land uses along the east side of the project route would increase as a result of the proposed realignment of Carlsbad Boulevard. These noise increases would be relatively small and could be mitigated if necessary. With the exception of one modeled location (R7), these increases would not cause an exceedance of City, State or federal noise standards. At receiver R7 (representative of residences at the southern end of the Solamar neighborhood) the future-with-project noise level is expected to increase by 3 decibels compared to existing conditions. This increase would result in an exceedance of the City of Carlsbad's exterior noise standard of 60 dBA CNEL. However, as shown in Table 3 the noise standard at R7 would be exceeded either with or without the proposed project; the project would contribute approximately one decibel to the future noise level. It should be noted that the noise modeling for this feasibility analysis was, conducted using preliminary project design information. The project's alignment and elevation^'is expected to evolve as the project proceeds. Thus, subsequent noise analysis and design of mitigation measures, if needed, should be based upon refined design information. 4.3 SHORT-TERM CONSTRUCTION NOISE The proposed project would require the use of heavy equipment to grade and pave the roadways for a realigned Carlsbad Boulevard and to construct associated structures such as the curbs, gutters and sidewalks. For a typical project of this size, a maximum of four to five pieces of heavy equipment at any one time would be required to perform these tasks. The evaluation of project construction noise impacts in this noise assessment is based on typical noise level ranges for construction sites (Bolt, et al. for the Environmental Protection Agency, ^^a-^w ° •*1971). Average noise levels associated "with various ^construction phases where all pertinent equipment is present and operating at'a reference distance of 50 feet are: / / I £-Ground Clearing 84±6 dBA ,v / Excavation! 89±6 dBA '"X. *V / / fi Foundations*--, \ 78±3 dBA*"\/ ^ Erection of Structures 85±5 dBA (~| Finishing (i.e., Paving) 89±6 dBA *—' (Ref: Bolt, et. al. for the Environmental Protection Agency, 1971) (~| Because of vehicle technology improvements and more strict noise regulations enacted during the (j last 26 years, this analysis will use the minimum noise level shown above. This information indicates that the overall noise level generated on a construction site could 83 dBA at a distance of Q 50 feet. Noisy construction activities could be in progress on more than one part of the project site at a given time. This analysis accounts for the fact that the magnitude of construction noise levels varies over time because construction activity is intermittent and power demands on construction PI equipment (and resulting noise output) are cyclical. Noise levels generated by construction equipment (or by any "point source") decrease at a rate of r5! approximately 6 decibels (dB) per doubling of distance away from the source (Diehl, 1973). (_J Therefore, at a distance of 100 feet the noise levels will be approximately 6 dB lower than at the 50 /—| Woodward-Clyde 90 W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 4-3 u SECTIOMFOUR Future Noise Levels feet reference distance. The noise from construction activity, although short-term in nature, would be higher than measured and modeled ambient daytime noise levels at adjacent noise-sensitive receivers and could result in annoyance of nearby residents unless measures are taken to reduce construction noise levels. Except for construction equipment and material staging areas, construction activities and associated noise would move along the project route as construction of the project proceeded. In general, no single residence or noise-sensitive area would be subject to constant noise levels continuously for the duration of the project. The potential for high noise levels from construction activities is recognized in the City of Carlsbad's Municipal Code Section 8.48. Section 8.48 contains typical Conditions of Approval which may be placed upon projects for which potential noise-impacts have been,Identified. One such condition of approval is the requirement that all construction vehicles or equipment operated within 1000 feet of a noise-sensitive use shall be equippe'd/with prpperly operating and maintained mufflers. Another condition of approval is that stockpiling and/or/vehicle staging areas be located as far as practicable from noise-sensitive uses. It is recbmmen'ie'd that these and other applicable measures in Municipal Code Section 8.48 be utilized to minimize construction noise impacts at adjacent noise-sensitive receivers. X, \ 0 u WoodwaKkClyde W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 4-4 SECTIONFIVE Personnel This Noise Study was directed by Mr. Rob Greene, Manager, Noise and Vibration. He is Woodward-Clyde's principal Consulting Scientist for acoustics and is certified as an Acoustical Consultant by Orange County; as an Environmental Professional in Noise and Air Quality by San Diego County; in Transit Related Noise Assessment by the National Transit Institute; and in Traffic Noise Analysis by Caltrans' Transportation Laboratory. Deputy Task Manager and senior analyst for this noise study and assessment was Mr. Michael Greene,^Assistant Project Scientist. Both scientists are Board Certified by the Institute of Noise Control Engineering of the United States (INCH). Messrs. Greene and Greene were assisted by Mr. Michael McNeary, Staff Professional. Woodward-Clyde W W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 5-1 SECTIONS IX Limitations The opinions and recommendations presented herein are based in part upon field measurements and observations of what is believed to be typical and representative conditions of normal motor vehicle and community activity and Woodward-Clyde's understanding of the project as presented in this report. The noise measurements and analyses were conducted using the professional standard of care as practiced in the industry and are representative of the activity being measured as influenced by environmental conditions existing during the measurement periods. Because of the variability of factors not within the control of the investigators, rib/warranty can be made that the exact noise, traffic, or activity levels would be obtained by subsequent field measurements. However, for similar climatic and seasonal conditions, and intensity dfxcommunity activity, the noise and traffic levels measured would be similar to those reported hefein.*\ 0 Woodward-Ctyde W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 6-1 n SECTIOMSEVEN References P, Barry, T.M. and Reagan, J.A. December, 1978. FHWA Highway Traffic Noise Prediction Model, Report number FHWA-RD-77-108, by Federal Highway Administration. ^ Washington, D.C. O Beranek, Leo, (Ed.). 1988. Noise and Vibration Control, by the Institute of Noise Control Engineering. New York. O Bolt, Beranek and Newman. December 31, 1971. Noise From Construction Equipment and Operations, Building Equipment, and Home Appliances, prepared for the U.S. Environmental Protection Agency. Washington, D.C. 0 California Department of Transportation Division of New Technology, Materials and Research. July 1991. Sound 32: Caltrans Version of FHWA^s Stamina 2.0/Optima Traffic Noise Prediction Programs, Version 1.355 (California Vehicle Emission Factors added, based Pi on FHWA-RD-77-108). // vJ ' / / />Carlsbad, City of. 1992. City of Carlsbad General PjlarLNoise/Element. Carlsbad, California. r-\ \ \.//! ) Carlsbad, City of. 1995. Noise Guidelines Manual. CaflsbaS/California. \t \ X ""*-.V_J -X ^ Diehl, George M, ed. 1973, Machinery Acoustics. John Wiley%&>Sons? Inc. New York, NY Q '\/Harris, Cyril M., ed. 1991. Handbook of Acoustical Measurements and Noise Control. Third Edition. McGraw-Hill, Inc. New York, NY. O Hassall, J.R. and K. Zaveri. 1988. Acoustic Noise Measurements. Fifth Edition. Briiel and Kjasr Instruments, Inc. Copenhagen, Denmark. Peterson, A.P.G. and E. Gross, Jr. ,1972. Handbook of Noise Measurement. Seventh Edition. I General Radio Company. Coneord/MA. \/ Woodward-Clyde W W:\9853003K\018-B-R.DOC\20-OCT-98\SDG 7-1 APPENDIXA snort-Term Noise Measurement Field Notes Woodward-Clyde ©W:\9853003K\018-A-R.DOCM 5-OCT-98\SDG u 0 n APPENDIX A SHORT TERM NOISE MEASUREMENT FIELD NOTES Woodward-Clyde if T:\1998\9853003K\Appd-Cvr.doc nFIELD NOISE MEASUREMET PROJECT NAME: WEATHER CONDITIONS TEMPERATURE SUMIDrrY CHARACTERISTICS DATE: START TIME: END TIME: g>//c} _U"r~^ II :y PROJECT NUMBER: , \ CALM LIGHT ARIABLE JTEADY MODERATE SUSTY mph MEASUREMENT POSITION CALIBRATION PRETEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM ANSI r\-I", rc/L ii- ;SXACT LOCATION & DESCRIPTION 75' f. <=>/ TERRAIN DESCRIPTION TRAFFIC DESCRIPTION 0 DIR. SPEED -r* X\ /^IR?^ SPEED DIR. SPEED AUTOS MEDIUM h TRUCKS HEAVY -1 TRUCKS Motor 1 Cylcle ^READINGS: 1 PosUl •J Leq j Lmax Lmin -) L90 -] L50 • L10 1 other K\& SP, Nk ^^> hUi 5^» j-3 # / / / i %\ •*»„ ion c^.\ .^,\ ^li\ S^5 S^,^ |6Ve* ST-l i£7 ,<ft- -' z 4\/ / \V^ x>\/ \ Postition Leq Lmax Lmin L90 L50 L10 other ^\ \ \ \ / Postition Leq Lmax Lmin L90 L50 L10 other I I n./iitfward-Clyde LWEATHER CO f~EMPERATURE ( JuMTOITY f'YIND CHARA< UALM LIGHT pARIABLE STEADY ,-MODERATE 1 JUSTY SPEED flEASUREMI NDITJONS A2*1 jr< °, CTERISTICS l/~ (^ s /-& DATE: START TIME: END TIME: g-ft/( ~-/r / 2'-^ 4 CALIBRATION PRETEST POST TEST ^.^ METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM ^ ^ i/' PROJECT NUMBER: dBA ^_ dBA / " ^£ ttrsfv v ^* ^^ A/<^ ^ :NT POSITIO^ ^" ft^ (JXACT LOCATION & DESptfPTIO]N ftC'Q^/f'&f' yjttf D4<Z/AJ<3 sgAAt-l^J ;3Lts0. <s>F <r »*«*iT ?*&.*, ?0^0 &A.J7S -7-s'C s--4v^^S #-& | J5sc<sA/ e<n^13«tf ^^, ^ /?OV. 5 /*«= /5 * 36' f»*. ^o**/?-/ fZJ&uj TERRAIN DESCRIPTIONn s».w ' ' ^c^I^^^^ £Z?3*wr ' "^"axZ^' ri+A4-5/?-<r^ ^Xc<c-</.r- jfo**-* & -Z-fJ fT-tz.,,* &£ j^c& r^**^'' TRAFFIC DESCRIPTION I] AUTOS Q MEDIUM T] TRUCKS HEAVY n TRUCKS (J Motor n Cylcle 0 nu 0 0 n Posti Leq Lmax Lmin L90 L50 L10 other DIR. -«SSe^ DPR. SPEED DIR. SPEED A>3 5& A/d SG S'3 S<? /*-? $•'* / * " s J~a ' _>»-*' lion 6/.S 7J-4 ^/,&\ ^7.S^\ tt.5~ •^<>G ^~7~— "7, Postilion Leq Lmax Lmin L90 L50 L10 olher Postilion Leq Lmax Lmin L90 L50 L10 other I | Vifdward-Clyde FIELD NOISE MEASUREMET PROJECT NAME:1 LVc rv I Lc hr L. r* VEATHER CO EMPERATURI UMJDITY yiND CHARA< SALM ,1GHT /ARIABLE TEADY MODERATE 3USTY PEED tfEASUREMI NDITIONS CTER1ST1 X 0* 1 DATE: 5 START TIME: ^ F END TIME:y/ % CALIBRATION CS PRE TEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM mph ^ /./ ANSI / rlrtfa / 7 *2 ^ 14 t 4 £ <^j ^_ ^^v^ ^^; V :NT POSITION 6,/o/V^,^ ^cApokfe PROJECT NUMBER: i ! fl /^^H-HRA > K-r ^,<- 4"'v' 0\l&f\ 1\AJ~*4\ . ft "v 1. ^^ / 1 l\* / ; , ^t^V f^c "''"«. **SV'•v x.X? (_JXACT LOCATION & DESCRIPTION 5^.0 -6C u<~fk c<rnf *& /*&>iS cir^^ W\,/ €»NJ £/X*±X^ , i \ •n/&''s ~ ///' J-'^^ £/U ® C*r/st*<^ 3 & - ^t/c // % Zf '&~> • &<^<Q<r <?/> S7-A&/ TERRAIN DESCRIPTION &SiO<: l/ £r<2..r>O TRAFFIC DESCRIPTION ' XT"^'^ ""*"*— -a AUTOS MEDIUM n TRUCKS HEAVY rn TRUCKS Motor n Cylcle ^READINGS: i Posti Leq LJ Lmax Lmin t~! L90 D L10 Fl other DIR. -SPEE&^ V\S> 1 5^ 1 lAift 55) ^4 i^5 / ^ // b< <, 'V Lion 5d-* h^>3 k5-< 4,^0 zz-o 5^>S 5T-J A i 5\ < \'"•-.,. '"*V 'X 1 % \ X xx '"**» Postilion Leq Lmax Lmin L90 L50 L10 other ^JDIR^ SPEED C I, \ \/ Post Leq Lmax Lmin L90 L50 L10 other DIR. SPEED ition I VMtfward-Clyde w _FIELD NOISE MEASUREMET PROJECT NAME:.= £M<J-i L\VEATHER CO r-'yEMPERATURE MUMrorrY r-WIND CHARAI JJALM LIGHT P/ARIABLE UTEADY MODERATE O3USTY >SPEED p>lEASUREMI NDIT1ONS CTER1ST1 V V. ^ 0- 8 DATE: i START TIME: ??. 5 F END TIME: 45 % CALIBRATION CS PRE TEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM mph ANSI t/Jlfa n '•'<?$MI to 73. f / /, i/ i/' " i/ :NT POSITION C<^/T^ fazttitiittd (_)XACT LOCATION & DE! PROJECT NUMBER: dBA ^?6^A-/-^ AO /-" ' o^— ' / x*-v / S=s% "^"X, "\/ 5CRTPTION £<£/-£ 5/O Cot-^*s~ -<*f £>^^^^ ^ C^/KL.^ /O^^ /Uo^/^ ^f /*"* / / f / P f ^ TERRAINDESCRIPTION 6 eX / TRAFFIC DESCRIPTION DIR.//DIR. " SPEED DIR. SPEED AUTOS n MEDIUM n TRUCKS ^ HEAVY pi TRUCKS ^ Motor p Cylclc LREADBNGS: M Postil Leq |j Lmax Lmin (J L90 n L5° ^ L10 n other (J Nfi> "Sib Hfi>se> /// (^^ ^^>-/-> /*-' / / ~^i ^"=^ ^_,,,,,t,,^-]( -\ % / *«*^% \^ X lion 57,0 ££-./• 4/,5 55,0 51 ,^? |£/,<? VxK \ '* \ i x; v \ i 1 1 1 / Postilion Leq Lmax Lmin L90 L50 L10 other <• \\\/ 1 1 Post Leq Lmax Lmin L90 L50 L10 other ition I I I n../upward-Clyde w FIELD NOISE MEASUREMET PROJECTNAME:1 LEATHER co ^EMPERATURI tUMIDITY ^VIND CHARA( (JALM LIGHT pARIABLE L'TEADY MODERATE plJSTY S'PEED r^EASUREMI ND1T1ONS CTER1ST1 ^ ^/ ^-<^ DATE: i START TIME: $3,5" F END TIME: j<? % CALIBRATION CS PRE TEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM mph ANSI &/ftA/> • if / 3-' f^ (~^5- 1 *?5.8 / ^ ^ ' •^.. PROJECT NUMBER: dBA dBA / ^\ _/ y // / _ /t,is^ 2NT POSITION // | JXACT LOCATION & DESCRIPTION ^/c /j /*/ /\A<s«Sr <3^f i* <g.^3g &<=. <? A"*1/*^/ .S/lfjJ' TERRAIN DESCRIPTION 7~ ^TRAFFIC DESCRIPTION \ \^>-^^*- n AUTOS MEDIUM n TRUCKS ^ HEAVY pi TRUCKS ^ Motor p Cylcle (JlEADINGS: |f Posti Leq (i Lmax Lmin LJ . L90 p L50 u n other DIR. SPEED /v$ //3 *"*> ?^ m ;g& > \ Lion 5^: / -77.^4 43.6 ^•^\ 'f"tJ~\ s±'?r\ ST-y \ \, .«\v \ Postilion Leq Lmax Lmin L90 L50 L10 other /DIR. SPEED DIR. SPEED \ Post Leq Lmax Lmin L90 L50 L10 other ition u •Vitriwarri-Clyde v NOISE MEASUREMET PROJECT NAME: Lj WEATHER CONDITIONS f~EMPERATURE (_JUMIDITY rVIND CHARACTERISTICS LjALM LIGHT 'ARIABLE JTEADY MODERATE SUSTY SPEED mph f^IEASUREMENT POSITION /> . / /fi>tCjcXr /y/vw DATE: START TIME: END TIME: CALIBRATION PRETEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM ANSI PROJECT NUMBER: (JXACT LOCATION & DESCRIPTION (J <g/ -ff S*.^ oj-&C*rkb#>( TERRAIN DESCRIPTION ///^// */* ff6^A°\ FRAFFIC DESCRIPTION I > AUTOS i MEDIUM TRUCKS ) HEAVY TRUCKS Motor Cylclc READINGS: Posti Leq Lmax iLmin L90 L50 L10 other DIR. SPEED jf~ / / / ^vVV V Lion GS./ \2°.7 1*** 4*4 &7.r t-x<) ST^f t» XT*V\/' *\ i \ \\ X> Postition Leq Lmax Lmin L90 L50 L10 other DIR. SPEED •-. / Post Leq Lmax Lmin L90 L50 L10 other DIR. SPEED ition -/tidward-Clyde uWEATHER CO TEMPERATURE (JuMiDrrY pVIND CHARA< LJALM LIGHT OARIABLE VTEADY MODERATE I iUSTY SPEED f;1EASUREMI NDITIONS CTER1STI X X *>~3 DATE: > START TIME: ^5 F END TIME: % CALIBRATION CS PRE TEST POST TEST METER SETTINGS A-WEIGHTED SLOW FRONTAL RANDOM mph ANSI y *•/•>» i&t/S /6:?o •^c ^ ^X -^c PROJECT NUMBER: dBA dBA :V ™% \wv :NT POSITION &1-7Z <^«si/jr. UXACT LOCATION & DESCRIPTION &{$ $*-+'o± /hoA/'U. Wo~*~>*~; /A/<tX/^* /^r^/'/u-j *T*l/ TERRAIN DES(ION [j<S> CA/^^S^/V^ '^5^-<^<? rfec^, vj (/ ( i £/ TRAFFIC DESCRIPTION U AUTOS 0 MEDIUM n TRUCKSUHEAVY n TRUCKS Motor n Cylcle ^READINGS: Posti nL) Lmax OLmin L90 n L50 L10 M otheri DIR. SPEED DIR. SPEED .,, ~if Lion \(00- *? \71.4 \11.V iS-. 5 $5.3 57^7,Postilion Leq Lmax Lmin L90 L50 L10 |C5.5- |/ other Post Leq Lmax Lmin L90 L50 L10 other DIR. SPEED ition I ./•id ward-Clyde I 1LJWEATHER CO /•"EMPERATURI (jUMTOITY pyiND CHARA< LJALM LIGHT pARIABLE STEADY MODERATE JUSTY SPEED r^EASUREMI NDITIONS &5 I t CTERIST1CS -V ^ a-^21 mph DATE: START TIME: END TEV1E: j/**/rs "•'•1(5 H-60 CALIBRATION PRETEST POST TEST ( ( METER SETTINGS A-WEIGHTED . SLOW FRONTAL RANDOM ANSI >^ X i< X PROJECT NUMBER: 1BA 1BA 9 :,,/ iNT POSITION S*r^£ to( $T- £ ) LxACT LOCATION & DESCRIPTION , TERRAIN DESCRIPTIONn • TRAFFIC DESCRIPTIONuAUTOS MEDIUM n TRUCKS HEAVY n TRUCKS Motor n Cylcle OiEADINGS: 0 0 Q C n •• Posti Leq Lmax Lmin L90 L50 L10 other DIR. SPEED DIR. SPEED DIR. SPEED /"'- ~\ / #*~ / / / ,^ ' X ^ \.. V \N•\f 'V tion \£4>Z ~??.4- Iff. / \i7,S \5f.4 C?.9 $ f~- &* Postition ""V / Leq Lmax Lmin L90 L50 L10 L. ft other Postition Leq Lmax Lmin L90 L50 L10 other 1 APPENDIX6 List of Field Equipment Used D Briiel & Kjsr Sound Level Meter Precision Integrating Type 2231, Serial Number 1413404 O Briiel and Kjaer Type 4231 Reference Transfer Sound Level Calibrator, Serial Number 1850301 Briiel & Kjser Acoustical Calibrator Type 4231 (Primary), Serial Number 1850301 D Metrosonics dB 308 Community Noise Analyzer, Serial Number 2434. — Kustom Electronics HR-8 Speed Radar Gun, Serial Number N-5645 D KEI 50 MPH K-Band Calibrator, Serial Number 5967 .— Psychometric Instruments VWR-NIST Digital Hygrometer/Thermometer, Serial Number Q L209017 Sims Digital Anemometer Model DIG, Serial Number 95022 Q Sportline Hand-held Traffic Counter Rolatape Model MM34 Distance Wheel a a a a a a a o a a o Woodward-Clyde W W:\9853003K\018-A-R.DOC\15-OCT-98\SDG B-la i x ->, ' Woodward-Clyde W W:\9853003K\018-A-R.DOC\15-OCT-98\SDG APPENDIXC Sound32 Input/Output Data WoodwardClyde ©W:\98S3003K\018-A-R.DOC\15-OCT-98\SDG * * SOUND32 (CALTRANS VERSION OF STAMINA2/OPTIMA) * * n [jINPUT DATA FILE BARRIER COST FILE •DATE CAL1.CSV CALIF$.DTA 09-08-1998 Carlsbad Blvd Realingment (CALRUN) TRAFFIC DATA /v ! / / LANE NO. I,1 rl 6 1 a JLANE DATA LANE SEG. 1 NO. NO. 1 1 1 2 3 J 4 1 5 6 ^ 7 8 1 9J 10 11 1 12 13J 14 , 15 2 1 ] 2 J 3 4 1 '5 6J 7 , 8 9 J 10 <T> 11 1 £vV 12I •• — i vy AUTO MEDIUM VPH MPH VPH 428 428 428 428 444 444 444 444 GRADE COR. NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 50 8 50 8 50 8 50 8 50 16 50 16 50 16 50 16 X 1000.0 1500.0 2000.0 2100.0 / 2200.0 /< 2300.0 \ 2400.0 2500.0 2600.027^0ro~~"~"'^2^8p<rTo***%x, y&foO.O /3&00.0^altKKo 32UQ7Uv "^\ 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 TRKS HEAVY MPH VPH 50 0 50 0 50 0 50 0 50 0 50 0^ 50 0 50 0 c >>K ^^^ vT 660.0 \ X^7S2. 0 / x-S42\0 / 87)510 ' . 930,.0; -y \102S.O '"\Yi4o . o IS^vO 134K^ v 1390.0 \1425.0 \\L420.0 \ 1410'. 0 1 1390.0 ' / A370.0 //1350.0 '. 1350.0 1340.0 1335.0 1330.0 1330.0 1330.0 1330.0 1330.0 1355.0 1390.0 1428.0 1465.0 TRKS MPH 50 ^ 50vYy ^0 /\5>^/^ • 4S*»«*. "" " *"* • /*"" M8.5 \4«.5M.o 54.0 54.5 58.0 58.5 58.5 58.5 58.5 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 38.0 /<•/H^\ F ^ ^^x_ exi s t ihgjlneasur ed exi s t ingraeJJsur ed existing measured existing measured /^cisting measured .existing measured ^existing measured ^existing measured "\> '"SEGMENT ''DESCRIPTION Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll Ll L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 PI ?2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 P16 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 13 NO 14 NO 15 NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6500.0 7000.0 7200.0 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000,0 14500.0 15000.0 15500.0 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 2900.0 30 3 34007 3500.0 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 1500.0 1540.0 1550.0 1540.0 1540.0 1525.0 1510.0 1495.0 1490.0 1480.0 1460.0 1450.0 1440.0 1430.0 1423.0 1420.0 1410.0 1405.0 1400.0 1410.0 1410.0 1420.0 1460.0 1460.0 1435 32.0 L2 40.0 L2 50.0 L2 50.0 L2 P13 P14 P15 P16 160.0 1188.0 1215.0 1235.0 1245.0 1255.0 1255.0 1250.0 1255.0 1255 1248 1240.0 1235.0 1295.0 1325.0 ,0 ,0 ?I*Cyrir 52.0 54.0 5*4.5 5*6.5 56.5 58.5 59.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 -j,5 VL5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 P16 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.5 44.4 30.0 16.0 14.0 34.0 46.5 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 NO NO NO NO 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1360.0 1360.0 1375.0 1385.0 1400.0 1400.0 1390.0 1380.0 1370.0 1360.0 1355.0 1355.0 1353.0 1345.0 1340.0 1340.0 1335.0 1335.0 1330.0 1325.0 1315.0 1305.0 58.2 L6 P16 BARRIER DATA Barrier No. 1 Type - (l)BERM Height Increment (DELZ)= 0.0 Description: SEG.X 1 2 3 4 5 6 7 8 9 10 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 eight Changes (P)=0 TOP BARRIER HEIGHTS AT ENDS 680.0 772.0 862.0 89 1445. 58.5 60.0 =~^w« 48 48 54 54 54 58 58 58 58 58 60 .5 .5 .0 .0 .5 .0 .5 .5 .5 .5 .0 *B1 *B1 *B1 *B1 *B1 *B1 *B1 *B1 *B1 *B1 *B1 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll * * * * * * * * * * * 0 0 0 0 0 0 0 0 0 0 0 Barrier No. 2 Type - (l)BERM Height Increment (DELZ)= 0.0 Description: MB EOS No. Height Changes (P)=0 GROUND SEG. 1 2 3rSA\\4^0' X 2800 2900 3000 3100 .0 .0 .0 .0 1445 1440 1430 1410 Y .0 .0 .0 .0 (ZO) 60 60 60 60 .0 .0 .0 .0 TOP (Z) 60.0 60.0 60.0 60.0 BARRIER HEIGHTS AT ENDS *B2 *B2 *B2 *B2 PI P2 P3 P4 * * * * 0 0 0 0 0^LJ9 100 flarrier jj type - Height : QEG ri1 U2 3n4-u5 — f n7H8 U9 10nu Carrier rype - HeightnU3EG. n1 (J2 3 n4 5U6 7H8 U 9 10 D r-Barrier Type -LHeight nLSEG. n x U2 3 n 4 (CT 3200.0 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 No. 3 (l)BERM Increment X 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 7400.0 No. 4 (l)BERM Increment X 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 •No. 5 (l)BERM Increment X 11000.0 11500.0 12000.0 12500.0 1390.0 1370.0 1360.0 1355.0 1350.0 1350.0 1350.0 ] (DELZ}= 0 Y 1350.0 1350.0 1350.0 1375.0 1410.0 1448.0 1485.0 1520.0 1560.0 1570.0 1560.0 (DELZ)= 0 Y 1560.0 1545.0 1530.0 1515.0 ISIJSU-Q- 150OirQ~. iiafO.O /1A70.0 Xj/¥S£> . 0T^^XO 144JVOJ (DELZ)= C Y 1443.0 1440.0 1430.0 1425.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Description: NB I .0 No. GROUND (ZO) 60.0 60.0 60.0 6.0 . 0 60.0 60.0 i 38.0 *• 32.0 40.0 50.050 -V-/ "^Mr8\\r— -\\Description :\NB : \V.0 N\. X^RbUND //^r if\ s^r^^7^\\5cx. o ^ssl^xQ bDxO^v x^^ 64 ?|v/ -J\ 70.0 >.\68.5 \\66.4 • J 66-°//64.0 \/ / 64 . 0 Description: NB ) . 0 No . GROUND (ZO) 64.0 64.0 54.0 50.0 60.0 *B2 P5 * 0 60.0 *B2 P6 * 0 60.0 *B2 P7 * 0 60.0 *B2 P8 * 0 60.0 *B2 P9 * 0 60.0 *B2 P10 * 0 60.0 *B2 Pll * 0 20S Height Changes (P)=0 TOP // BARRIER (Z) / <V. HEIGHTS AT ENDS 60.0 HB3 PTN^V 0 60.0 *B3 P2 O^ 60/^ *B3 P3 *^4J 6jSj6 *B3 P4 * 0 jSO^O *&3 P5 * 0 ^6^.0 *B9 P6 * 0 N^^^/^-BS P7 * 0 32x0 4§3 P8 * 0 40 . ON^msPg * 0 50.0 *B'iJ*felO * 0 50.0 ~*B3T11 * 0 ^ ~ r "~" " f 'BOS •"• •* /meight Changes (P)=0 v\\TOP BARRIER (Z) HEIGHTS AT ENDS 50.0 *B4 PI * 0 50.0 *B4 P2 * 0 54.0 *B4 P3 * 0 60.0 *B4 P4 * 0 64.8 *B4 P5 * 0 70.0 *B4 P6 * 0 68.5 *B4 P7 * 0 66.4 *B4 P8 * 0 66.0 *B4 P9 * 0 64.0 *B4 P10 * 0 64.0 *B4 Pll * 0 EOS Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 64.0 *B5 PI * 0 64.0 *B5 P2 * 0 54.0 *B5 P3 * 0 50.0 *B5 P4 * 0 ^5 1 6 1n v a U 8 ] 9 3 0 : ,-1 Barrier Type -uHeight ] USEG. n !' ^t 3 n 4n 5 U 6 7n 8 U 9 n Barrier Type - Height nSEG.1u 1 n 2 3u n U Barrier Type - n Height U SEG. U ! 2n 3 U 4 5n 6 u 7 U 8 n 9n .3000.0 .3500.0 .4000.0 .4500.0 .5000.0 .5500.0 No. 6 (l)BERM Cncrement X 1900.0 2000.0 2150.0 2300.0 2370.0 2460.0 2590.0 2700.0 2800.0 2830.0 No. 7 (l)BERM Increment X 2830.0 2930.0 3000.0 3075.0 No. 8 (l)BERM Increment X 3550.0 3780.0 4325.0 6000.0 7100.0 7200.0 7800.0 8300.0 8500.0 10000.0 1420.0 1430.0 1440.0 1480.0 1480.0 1455.0 ] (DELZ)= 0 Y 860.0 890.0 945.0 1110.0 1200.0 1300.0 1400.0 1455.0 1490.0 1490.0 (DELZ)= 0 Y 1490.0 1440.0 , 1435.0 1420.0 .»»"»•""'" ~* • J/(®EiLZ)= C ^v\\b 1600.0 1510.0 1460.0 1540.0 1610.0 1660.0 1540.0 1530.0 1550.0 1495.0 50.0 56.0 54.0 50.0 48.0 40.0 Description: R/W .0 No. GROUND (ZO) 50.0 54.0 54.5 58.0 58.5 58.5 / 58.5 ^ 58.5 60.0 60.0 * **• Descripti6nV R./W '\ v* ^ / GROUND V /^^7/^.tL___/ / ^f^-^^^yXN/\X/6Q . o ^\Nv• • ^\/~ — D&scription: R/W 1 . 0\ \ No . / 1 GROUND // (ZO) \/ 80.0 62.0 58.0 60.0 64.0 60.0 66.0 66.0 68.0 68.0 50.0 *B5 P5 * 0 56.0 *B5 P6 * 0 54.0 *B5 P7 * 0 50.0 *B5 P8 * 0 48.0 *B5 P9 * 0 40.0 *B5 P10 * 0 ( NB lane) Height Changes (P)=0 TOP // BARRIER (Z) / < HEIGHTS AT ENDS 50.0^B6 Fl^x^ 0 54.0 *B6 P2 ^X^XO 54^S *B6 P3 • *\^ 5^/0 *B6 P4 * 0 /BV.5 *B6 P5 * 0 /8 . 5 f&B P6 * 0 ML 5/*B6 P7 . * . 0^s^ysABe PS * oeoro^j^se P9 * • oeo.o^sjxpio * o ( NB lane)•> ^Height Changes (P)=0 N.TOP BARRIER A(Z) HEIGHTS AT ENDS 60.0. *B7 PI * 0 60.0 *B7 P2 * 0 60.0 *B7 P3 * 0 60.0 *B7 P4 * 0 cont. ( NB lane) Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 80.0 *B8 PI * 0 62.0 *B8 P2 * 0 58.0 *B8 P3 * 0 60.0 *B8 P4 * 0 64.0 *B8 P5 . * 0 60.0 *B8 P6 * 0 66.0 *B8 P7 * 0 66.0 *B8 P8 * 0 68.0 *B8 P9 * 0 68.0 *B8 P10 * 0 RECEIVER DATA ro. x Y 1 9820.0 1510.0 Z DNL PEOPLE ID 74.0 67 500 ST1/LT1 rDROP-OFF RATES ALL LANE/RECEIVER PAIRS = 3.0 DBA •£. - CONSTANTS LANE RECEIVER/PAIRS = 0.0 DBA D USOUND32 - RELEASE 07/30/91 pTITLE: (Jcarlsbad Blvd Realingment (CALRUN) EFFECTIVENESS / COST RATIOS *************************** IBAR JELE D 10 »1213 14 15 16-i7 .18 19 25n 26 U 27 28 H 29Li30 34 nUU 36 37 38 39 40 41 42 o.*' o.* o.* o.* o.* o.* o.* o.* o.* o.* .0.* o.* o.* o.* o.* o.* o.* o.* 0.* 0.* 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* /* \ \\v/ \ \ B2 B2 P4 B2 P5 B^P6 B2 P7 B2 P8 B2 P9 B2 P10 B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P7 B3 P8 B3 P9 B3 P10 B4 PI B4 P2 B4 P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 PI B5 P2 B5 P3 B5 P4 LJ45 46 n47 48 U49 ns°U 51 52n53 U54 55 n 56 57 U 58 [I59 U 60 61 62 63 n 64 65 U 66 67n 68 U 69 70 1 BAR FlELE LJ 1n 2 U 3 U 4 n 5n 6 U 7 8 D 9 10 n11 Ml2 U13 n14 f>5 Ui6 17 [~)18 LJ19 20 ^ 0.* 0.* 0.* 0.* 0.* 0.* - 0 . * 0.* 0.* 0.* 0 . * 0.* 0.* 0.* 0.* 0.* 0.* 0.* // - o.* //o . * ^O- 0.* X 0.* 0.* 0.* 0.* *- • o.* \ ; 01 2 3 4 5 6 * S 7, " BARRIER DATA __ ************* s ^v \ *) / X*""**\ \ ^ BARRIER HBraHTTS / ^—- ~. _ 0 12 3 *x4\v y /~~~"6—-~^/ 7^s. *^°\/ /^^x, /"0 . * \. \ o.* \vN 0.* ^-*****™~~~-~- ^«/ 0.* /x***"™^^^^o . * // ^"N/X ' 0 . * / / \ \ 0 . * <\."XNV i I 0.* ^X\X<Nv //o . * x^v/ / °-* ^\/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P/> B6 /8/ B6/P9V BVP1\ B7 P2 AB7 P3 ' BS/sPl BB/P2 \/B/ P3 v EC8 P4^NggNpg B8\P^> B8 PT B8 P8 B8 P9 BAR ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bl P9 Bl P10 B2 PI B2 P2 B2 P3 B2 P4 B2 P5 B2 P6 B2 P7 B2 P8 B2 P9 B2 P10 >v. \y LENGTH 508.4 508.1 105.3 114.1 138.0 168.0 150.1 120.9 111.8 106.0 100.1 100.5 102.0 102.0 102.0 100.5 100.1 100.1 100.0 100.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 21 r22 [|3 25 P26 LJ27 28 r?9 L30 31r>L-33 - • 34 H35 Lj36 37 DJ O ~• 39 40 p41 L]42 43n44 l> 46 n47 II48 U49 nsoUsi 52n53 L>4 55 56 57 ^58 H59 U60 61 62 - 63 64R65 LJ66 67n68 LJ69 70q -X REa/&EC ID - - yb<i.y/iu ^ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 . * /s^— 0.* // 0.* / \ 0.* ^\v ^v"0 . * \ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 123 DNL PEOPLE B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 B3 P7 B3 P8 B3 P9 B3 P10 B4 Pl/> B4 P2// B4 93 C B4 /P/N. Blkjifs.^ B4 P6 /E4 P7 / /^4 P8 // B4 PJ / / B4/MO ^\BVP1 ^B-5 F-2 B5X*S3Xiv B5 P4N/ . " -„ B5 P5 " '< ," ' ' -B5 P6 B5~-P7 \\/ , B5 P8 \ - B5 P9\_ S*~~~**''* \\ B6 PI //""\ \ V B6 P2 // 1 L^,__ B6 P3 i V / <"~^"~y B6 P4 Nxvx// *" B6 P5 >VV V B6 P6 ^V\ B6 P7 \J B6 P8w*Sss^_,^%« T3 £1 'p Q \\ B7 PI 11 B7 P2 // B7 P3\/yJX// B8 P1 \/ B8 P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 4567 LEQ(CAL) 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 v 200.1 ^^JSCfQ^L 500.1 500.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 501.6 500.0 500.7 104.5 159.8 223.0 114.0 134.5 164.0 123.0 106.0 30.0 111.8 70.2 76.5 247.6 547.3 1676.9 1102.2 111.9 611.9 500.1 201.0 1501.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM 1 ST1/LT1 67.500. 62.9 PBARRIER TYPEU COST BERM ("MASONRY JJMASONRY'/JERSEY CONCRETE 0. 0. 0. 0. TOTAL COST = $0. BARRIER HEIGHT INDEX FOR:EACH BARRIER SECTION 11111 1-111111. Ill 111111111111111 111111111111111 ("CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION [J 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0., 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1 1 1 1 1 1 1 1 0. 0. 0. "0. 0. 0. 0. 0. 0 0 0 0 0. 0. 0. 0. * * SOUNDS2 (CALTRANS VERSION OF STAMINA2/OPTIMA) * * NPUT DATA FILE BARRIER COST FILE -DATE CAL2.CSV CALIF$.DTA 09-08-1998 Carlsbad Blvd Realingment (CALRUN) TRAFFIC DATA LLANE NO. AUTO VPH MPH MEDIUM TRKS VPH MPH HEAVY TRKS VPH MPH 1 2 3 4 5 6 7 8 452 452 452 452 648 648 648 648 50 50 50 50 50 50 50 50 4 4 4 4 32 32 32 32 50 50 50 50 50 50 50 50 existij existing existing existing ,e^ci sting •'eoci sting /existing xisting ! LANE DATA LANE SEG. GRADE NO. NO. COR.X asured ured measured measured measured measured measured measured ' -SEGMENT 'DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 1 2 3 4 5 6 7 8 9 10 NO NO NO NO NO NO NO NO NO NO NO NO 3300 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 1425.0 420.0 410.0 390.0 370.0 1350.0 1350.0 1340.0 1335.0 1330.0 1330.0 1330.0 1330.0 1330.0 1355.0 1390.0 1428.0 1465.0 •48.5 4€.5 M.O 54.0 54.5 58.0 58.5 58.5 58.5 58.5 60.0 60.0 60.0 60.0 60.0 60.0 LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI LI PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 P16 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 52.0 38.0 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 c nLJ C u 8 nU 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 v 14 \)15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6500.0 7000.0 7200.0 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 2900.0 3500.0 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 1500.0 1540.0 1550.0 1540.0 1540.0 1525.0 1510.0 1495.0 1490.0 1480.0 1460.0 1450.0 1440.0 1430.0 1423.0 1420.0 1410.0 1405.0 1400.0 1410.0 1410.0 1420.0 1460.0 1460.0 1435.0- 640.0, 732.0 822.0 843.0 32.0 L2 P13 40.0 'L2 P14 50.0 L2 P15 50.0 L2 P16 1080. 1110.0 135.0 160.0 160.0 1188.0 1215.0 1235.0 1245.0 1255.0 1255.0 1250.0 1255.0 1255.0 1248.0 1240.0 1235.0 1295.0 1325.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 NO NO NO NO 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000..0 15500.0 1360.0 58.2 L6 P16 1360.0 1375.0 1385.0 1400.0 1400.0 1390.0 1380.0 1370.0 1360.0 1355.0 1355.0 1353.0 1345.0 1340.0 1340.0 1335.0 1335.0 1330.0 1325.0 1315.0 1305.0 58.2 58.5 60.5 68.0 70.0 70.0 66.0 66.0 66.0 64.0 64.0 64.0 54.0 50.0 50.0• 56 /aI / L7 L7 L7 L7 L7 L7 L7 L7 L7 L7/Ly,Ltf< /7s-/M7 1,7 , L7 / /5/6/0 148 /5/4.0 \^®^?*ijt> 40/B /&• /X8 /As ^S___>-, PI P2 P3 P4 P5 P6 P7 P8 P9 "BIO /Pll VP12 N*. ^Ni.^4\PISX/X,pie \y • PI P2 P3 P4 P5 U-BARRIER DATA \ " Description:SOSCarrier No. l JType - (l)BERM Height Increment (DELZ)= 0.0 NoV^Meight Changes (P)=0 V 'OP BARRIER ($QH (Z) HEIGHTS AT ENDS 1 2 3 4 5 6 7 8 9 10 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 680.0 772.0 862.0 895 48.5 *B1 PI * 0 48.5 *B1 P2 * 0 54.0 *B1 P3 * 0 54.0 *B1 P4 * 0 54.5 *B1 P5 * 0 58.0 *B1 P6 * 0 58.5 *B1 P7 * 0 58.5 *B1 P8 * 0 58.5 *B1 P9 * 0 58.5 *B1 P10 * 0 60.0 *B1 Pll * 0 Carrier No. 2 jtype - (l)BERM Height Increment (DELZ)= 0.0 Description: NB EOS No. Height Changes (P)=0 SEG. Hi U2 3 ££v P 4 $-,A) U " X 2800 2900 3000 3100 .0 .0 .0 .0 Y 1445 1440 1430 1410 .0 .0 .0 .0 GROUND (ZO) 60 60 60 60 .0 .0 .0 .0 TOP (Z) 60 60 60 60 .0 *B2 .0 *B2 .0 *B2 .0 *B2 PI P2 P3 P4 BARRIER HEIGHTS AT ENDS * * * * 0 0 0 0 ( 1 56 ^7 f>U9 10 Q pBarrier ( tvps ~ Height ] ni \ ___1 il "Of*— O I_iVJ * pi b2 3 n4 5 6 708 9 10 Q ,-Barrier i type - Speight : n\l_3EG. n1 U2 U3 4 [Is *— J 6 7 H8 LJ9 10 inU ^Barrier ( type - Uleight HUEG. n1 1 )2 3 4 4%. 3200.0 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 NO. 3 (l)BERM [ncrement X 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 7400.0 No. 4 (l)BERM Increment X 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 No. 5 (l)BERM Increment X 11000.0 11500.0 12000.0 12500.0 1390.0 1370.0 1360.0 1355.0 1350.0 1350.0 1350.0 (DELZ)= ( Y 1350.0 1350.0 1350.0 1375.0 1410.0 1448.0 1485.0 1520.0 1560.0 1570.0 1560.0 (DELZ)= l Y 1560.0 1545.0 1530.0 1515.0 1510J1 ISfltCa L480. 0/4<70 __ o <i%p.o F4£KfH) 1443^ (DELZ) = Y 1443.0 1440.0 1430.0 1425.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Description: NB ) . 0 No . GROUND (ZO) 60.0 60.0 60.0 60.0 60.0 60.0 38.0 32.0 40.0 50.0 50. 0/ v * Description\to \\3 . 0 NO^ xa:BWBi!SM^ // ff0 ~/\, 5~/.^-^mZ ^xPxS^Qf. 0 ^\54xO g^»_^Nv _^^ '64?fex/ --P^X 70 • 0 ^^N, \ 68.5 \\66.4 1 I66'0 / 764.0 X. / / 64 . 0 Description: NB 0.0 No GROUND (ZO) 64.0 64.0 54.0 50.0 60.0 *B2 P5 * 0 60.0 *B2 P6 *• 0 60.0 *B2 P7 * 0 60.0 *B2 P8 * 0 60.0 *B2 P9 * 0 60.0 *B2 P10 * 0 60.0 *B2 Pll * 0 EOS Height Changes (P)=0 TOP //• BARRIER (Z) /\ HEIGHTS AT ENDS 60 . 0 4/3 PK^*, 0 60.0 *B3 P2 ^O^ 60/% *B3 P3 if^Jj 6§yO *B3 P4 * 0 /O/O *B3> P5 * 0 /6y . 0 *6,3 P6 * 0 S38SsD/*p3 P7 * 0 J2x^<B3 P8 * 0 40.0X*B3,P9 * 0 50.0 *B3,JKLO * 0 50.0-*B3 Til * 0 ; ios / /Height Changes (P)=0 \\\\\TOP BARRIER (Z) HEIGHTS AT ENDS 7 50.0 *B4 PI * 0 50.0 *B4 P2 * 0 54.0 *B4 P3 * 0 60.0 *B4 P4 * 0 64.8 *B4 P5 * 0 70.0 *B4 P6 * 0 68.5 *B4 P7 * 0 66.4 *B4 P8 * 0 66.0 *B4 P9 * 0 64.0 *B4 P10 * 0 64.0 *B4 Pll * 0 EOS . Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 64.0 *B5 PI * 0 64.0 *B5 P2 * 0 54.0 *B5 P3 * 0 50.0 *B5 P4 * 0 5 6 7 8 9 13000 13500 14000 14500 15000 15500 .0 .0 .0 .0 .0 .0 1420 1430 1440 1480 1480 1455 .0 .0 .0 .0 .0 .0 50 56 54 50 48 40 .0 .0 .0 .0 .0 .0 50.0 56.0 54.0 50.0 48.0 40.0 *B5 *B5 *B5 *B5 *B5 *B5 P5 P6 P7 P8 P9 P10 * * * * * * 0 0 0 0 0 0 Barrier No. 6 (Type - (l)BERM Height Increment (DELZ)= 0.0 Us EG. Description: R/W ( NB lane) No. Height Changes (P)=0 GROUND (ZO) BARRIER HEIGHTS AT ENDS 4 5 6 7 1900.0 2000.0 2150.0 2300.0 2370.0 2460.0 2590.0 2700.0 2800.0 2830.0 860.0 890.0 945.0 1110.0 1200.0 1300.0 1400.0 1455.0 1490.0 1490.0 50.0 54.0 54.5 58.0 58.5 58.5 58.5 58.5 60.0 60.0 0 eo: 60.0 JBarrier No. 7 _Type - (l)BERM "/Height Increment (DELZ) Descripti 0.0 ane ) ,eight Changes (P)=0 S EG.X GROUND >ZO) BARRIER HEIGHTS AT ENDS ' 2830.0 2930.0 3000.0 3075.0 1490.0 1440.0 1435.0 1420.0 60.0 *B7 PI * 0 60.0 *B7 P2 * 0 60.0 *B7 P3 * 0 60.0 *B7 P4 * 0 (JBarrier No. 8 Type - (l)BERM mHeight Increment U cription: R/W cont.( NB lane) No. Height Changes (P)=0 1 1 nSEG-Li 2n 3 U 4 5 n 6 7 U 8 f\ 9n x ^"xx,// 3550 3780 4325 6000 7100 7200 7800 8300 8500 10000 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 *N! 7 1600.0 \/ 1510.0 1460.0 1540.0 1610.0 1660.0 1540.0 1530.0 1550.0 1495.0 1 GROUND TOP (ZO) (Z) 80.0 80 62.0 62 58.0 58 60.0 60 64.0 64 60.0 60 66.0 66 66.0 66 68.0 68 68.0 68 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 *B8 *B8 *B8 *B8 *B8 *B8 *B8 *B8 *B8 *B8 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 BARRIER HEIGHTS AT ENDS * * * * * * * * * * 0 0 0 0 0 0 0 0 0 0 ejg, . U •RECEIVER DATA REG. NO.X Y Z 8720.0 1540.0 73.5 DROP-OFF RATES\. "ALL LANE/RECEIVER PAIRS = 3.0 DBA -X - CONSTANTS \LL LANE RECEIVER/PAIRS = DNL PEOPLE ID 67 500 ST2 JSOUND32 - RELEASE 07/30/91 Garlsbad Blvd Realingment (CALRUN) H EFFECTIVENESS / COST RATIOS ***• EAR 0.* 41 42 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 45 ^46 47 ] 48 j 49 }50 J51 J52 1 53 J 55 56 757 J58 -i 59 1 60 J61 i 62 ^63 64 ^1 65 j 66 67 -\ 6Q 1 69 ] -^ ] BAR ~ELE J! 2 ^3J* 5 I6 J7 n9 LO -~X J.1 1.2 J-3 1.4 ~15 j.6 "17 48 1-91) rt 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 . * 0.* 0.* 0.* 0.* 0 . * 0.* 0.* - ' 0.* . . . /o.* /• 0.* <J 0.* . X 0.* 0.* 0.* 0.* ' 0.* ^ \ fe. V *»*__ i X. 0 1 2 3 4 5 6 - \7 BARRIER DATA ************ * ' - ^ BARRIER HEIGHTS ' •. 0 1 2 3 ^<, 5 V -6_,7 ~7 0 . * ^V Vo;* \/\ ° • * x,/o.* ^-~^^ ^ o . * //^~^^^C\ •0 . * / / A, \ 0 . * / S. \ 1 0 . * ^^"^v^V / / 0 . * ^N\XNV / / o.* ^^y/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6 B6 P7/N B6 m/ / ^v ^v. //\B^/Pl \ B7 P2 /SB 7 P3 */ B8 PI / B8//2 s. &8/P3 X/^BB P4 \^Vp5 B8XP&V B-8., P*N/ B8 P8 * -B8 P9 ™^ / . BAR ID Bl PI Bl P2 Bl P3 Bl P4 Bl P5 Bl P6 Bl P7 Bl P8 Bi P9 Bl P10 B2 PI B2 P2 B2 P3 B2 P4 B2 P5 B2 P6 B2 P7 B2 P8 B2 P9 B2 P10 ^X\\^v LENGTH 508.4 508.1 105.3 114.1 -138.0 168.0 150.1 120.9 111.8 106.0 100.1 100.5 102.0 102.0 102.0 100.5 100.1 100.1 100.0 100.0 TYPE BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM "-'21 n22 23 L-24 25 P26 (j21 28 /— 29 Li30 -31 82 U3 3 34 M35 (J36 37 p38 39Ho oU42 43 f~M4 IJ45 '46 ^47 U48 050 U51 52 053 U54 ^55 n56OB? Us 8 H59 USD 61 P;62 U63 64 f]65 U66 67nss U69 70 0.* 0.* 0 . * 0.* 0.* •o.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* •0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* /****" 0 . * / /"~ o . * / / 0-* / \•o.* \vX/0 • * \,0.* •o.* _ 0.* ,*"* \ /X f^ ** 0'.* // \\ °** ^^^X // 0.* ^^\^/ 0.* ^^/ 0.* 0.* 0.* 0.* 0.* 0.* 0.* B3 PI B3 P2 B3 P3 B3 P4 B3 P5 B3 P6 • B3 P7 B3 P8 B3 P9 B3 P10 B4 Pl/> B4 P2// B4 F3\ B4/^\/Xi B4^5 ^N B4 P6 /"—-.. B5 P5 Vx" --/*" B5^P6 V» //' B5 'P8' B5 P9 "X "\> B6 P1 X^ V B6 P2 ) L. B6 P3 ' / B6 P5 C B6 P6 "O\ B6 P7 \/ B6 P8 B6 P9 B7 PI B7 P2 B7 P3 B8 PI B8 P2 B8 P3 B8 P4 B8 P5 B8 P6 B8 P7 B8 P8 B8 P9 100.0 100.0 500.6 501.2 501.4 501.8 501.3 501.7 200.5 200.2 101.1 101.2 200.7 v 200.1 v^00-1 \^5'6L4sb-o/i 500.1 5.00.1 500.0 500.0 500.2 500.0 500.0 500.1 500.1 501.6 500.0 500.7 104.5 159.8 223.0 114.0 134.5 164.0 123.0 106.0 30.0 111.8 70.2 76.5 247.6 547.3 1676.9 1102.2 111.9 611.9 500.1 201.0 1501.0 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM EERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM jj 0123456 RECPREC ID DNL PEOPLE LEQ(CAL) 1 ST2 67.500.59.9 1 BARRIER TYPEu BERN OlASONRY I J4ASONRY/ JERSEY CONCRETE i — >. COST 0. 0. 0. 0. TOTAL COST = $0. -BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 111111111111111 111111111111111 P-ORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. I IU 1 1 1 1 1 1 J c 0. 0> 0. 0. 0. 0 . 0 . 0 . 0. 0 0 0 0 0 0 1 1 0. 0. G U * * SOUND32 (CALTRANS VERSION OF STAMINA2/OPTIMA) * * n JINPUT DATA FILE BARRIER COST FILE -DATE CAL3.CSV CALIF$.DTA 09-08-1998 Carlsbad Blvd Realingment (CALRUN) ou TRAFFIC DATA /^ f— r . / /1 | (jLANE NO.n ! 3 4 5 6n 7 U a TjLANE LANEn NO.i j i nU ( n(4 ,r-i jl - — 2 nU R 1-4 n £v DATA SEG. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 V 11 \.) 12 AUTO VPH MPH 776 50 776 50 776 50 776 50 580 50 580 50 580 50 580 50 MEDIUM VPH 8 8 8 8 12 12 12 12 TRKS MPH 50 50 50 50 50 50 50 50 HEAVY VPH 0 0 0 0 0 0^0 0 / / TRKS / £ MPH 50 50s &.AC//so ^5,0 •^fr 5"0- / iS i? c r*ia T DTIAJ|B^C rco. f J. J[ON " x/ — \~ "XT "exis ting, measured . existingnie^sured / existing measured / /V/ X existing fisting ^xi sting existing •existing. \_ measured measured measured measured measured ^N? / GRADE COR. NO NO NO NO NO NO NO NO NO NO NO NO NO 4 NO NO NO NO NO NO NO NO NO NO NO NO NO NO X 1000 1500 2000 2100 2200 2300 2400 2500 2600 2700* yaw j29f)0/36oo <N3aO>Q>szaq 3300 3300 3400 3500 3600 3700 3800 3900 4000 4500 5000 5500 6000 .0 .0 .0 .0 / .0 /< •0 \ .0 .0 .0 rcr.x .0 . 0 .0 * ^^v, ^^ \ .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 Y 660. j»T4^9 / 8^l\aoiifT \v4p- 13^*©x 1390. \1425. \ t420'\ 1410. | 1390. / A370. //1350. * 1350. 1340. 1335. 1330. 1330. 1330. 1330. 1330. 1355. 1390. 1428. 1465. *! 0 0o 0 CTo 0o o"y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v %V \ — ^--— — y ? ^K / t Z ^48. \^ * O • 54. 54. 58 . 58. 58. 58. 58. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 52. 38. SEGMENT ^~ DESCRIPTION 5 5 0 0 5o 5 5 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LI PI LI P2 LI P3 LI P4 LI P5 LI P6 LI P7 LI P8 LI P9 LI P10 LI Pll LI P12 LI P13 LI P14 LI P15 LI P16 L2 PI L2 P2 L2 P3 L2 P4 L2 P5 L2 P6 L2 P7 L2 P8 L2 P9 L2 P10 L2 Pll L2 P12 u 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ?-.15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO. NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6500.0 7000.0 7200.0 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1000.0 1500.0 2000.0 2100.0 2200.0 2300,0 2400.0 2500.0 / 2600.0 / 2700.0 X 2800.0 2900.0 300(KJL^ sJoifto^ AjfOQ.Q <\\_ _>,_ _>ao0xo 340Xj\ 3500. OO" 3600.0 ^ 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 1500.0 1540.0 1550.0 1540.0 1540.0 1525.0 1510.0 1495.0 1490.0 1480.0 1460.0 1450.0 1440.0 1430.0 1423.0 1420.0 1410.0 1405.0 1400.0 1410.0 1410.0 1420.0 1460.0 1460.0 1435.0 c — , 640.0 \~ 732.0 \ 822.0 \ 843.0 870.0 /""l3*§x 0 //^~§^Q\0 / 9 4 1 Mi— ^. \ 9/5n~©~«^ v "NIJ n<0 . 0 \^p 3-0.0i^&s^a 108 OX)/ \ 1110.0 v \1135.0 \ \160.0n/ 1160.0 //1188.0 v / 1215.0 N/ 1235.0 1245.0 1255.0 1255.0 1250.0 1255.0 1255.0 1248.0 1240.0 1235.0 1295.0 1325.0 32.0 40.0 50.0 50.0 50.0 50.0 54.0 60.0 64.8 70.0 68.5 66.4 66.0 64.0 64.0 64,0^ 54.0 f Q6 o ^C5^ °/ 54xt 0 4 50. Ox 48.0 40.0 ««, 48.5 ,48:5 \, 52.0 • ,54.0 11 s "54 • 5 "N5fe . 5 515.5 58.5 H7 59.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.5 44.4 30.0 16.0 14.0 34.0 46.5 L2 L2 L2 L2 L3 L3 L3 L3 L3 L3 L3 L3/ LJ j 1/3 ^ /L4\ ^3 L3 L3 L3 L3 ///L4 CL4 J^vx^ L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 P13 P14 P15 P16 PI P2 P3 P4 P5 P6 P7 *^8 /pg vPIO ^,v>il Pi^ PIJN P14 P15 P16 PI P2 P3 NP4 /P5 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 P16 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 1 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 NO NO NO NO 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000,0 15500.0 1360.0 1360.0 1375.0 1385.0 1400.0 1400.0 1390.0 1380.0 1370.0 1360.0 1355.0 1355.0 1353.0 1345.0 1340.0 1340.0 1335.0 1335.0 1330.0 1325.0 1315.0 1305.0 58.2 L6 P16 •BARRIER DATA Barrier No. 1 -Type - (l)BERM Height Increment (DELZ)= Description:^NB EOS 0.0 SEG.X eight Changes (P)=0 BARRIER HEIGHTS AT ENDS 0 1 2 3 4 5 6 7 8 9 10 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 680.0 772.0 862.0 895.0 48.5 *B1 PI * 0 48.5 *B1 P2 * 0 54.0 *B1 P3 * 0 54.0 *B1 P4 * 0 54.5 *B1 P5 * 0 58.0 *B1 P6 * 0 58.5 *B1 P7 * 0 58.5 *B1 P8 * 0 58.5 *B1 P9 * 0 58.5 *B1 P10 * 0 60.0 *B1 Pll * 0 Barrier No. 2 Type - (l)BERM Height Increment (DELZ)= 0.0 Description: NB EOS No. Height Changes (P)=0 , GROUND ; SEG. 2 3 _o?\ 1 4^b/V X 2800 2900 3000 3100 .0 .0 .0 .0 Y ( 1445 1440 1430 1410 .0 .0 .0 .0 60 60 60 60 ZO) ,0 .0 .0 .0 TOP (Z) 60.0 60.0 60.0 60.0 BARRIER HEIGHTS AT ENDS . *B2 *B2 *B2 *B2 PI P2 P3 P4 * * * * 0 0 0 0 Us 6 P7U* n ,10G psarrier 1 JType * 3200.0 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 No. 3 (l)BERM Height Increment BEG. fl1 U2 • 3 G 4 5 6 D 7 8 9 100 /^Barrier \jType - HeightnSEG-n i (.J 2 3 P 4 U5VJ 6 7n 8 U 9 10 0 QBarrier Type - Height n USEG. P x U 2 3 ^ n 4iAA) X 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 7400.0 No. 4 (l)BERM Increment X 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 No. 5 (l)BERM Increment X 11000.0 11500.0 12000.0 12500.0 1390.0 60.0 60.0 *B2 P5 * 0 1370.0 60.0 60.0 *B2 P6 * 0 1360.0 60.0 60.0 *B2 P7 * 0 1355.0 60.0 60.0 *B2 P8 * 0 1350.0 60.0 60.0 *B2 P9 * 0 1350.0 60.0 60.0 *B2 P10 * 0 1350.0 60.0 60.0 *B2 Pll * 0 Description: NB EOS (DELZ)= 0.0 Y 1350.0 1350.0 1350.0 1375.0 1410.0 1448.0 14-85.0 1520.0 1560.0 1570.0 1560.0 No. Height Changes (P)=0 GROUND TOP // BARRIER (ZO) (Z) /PX, HEIGHTS AT ENDS 60.0 60.0^B3 PlXP*^ 0 60.0 60.0 *B3 P2 ^*v% 60. 0 ' 60/^ *B3 P3 *\0 60.0 &0/0 *B3 P4 * . 0 60.0 /GJZT.O *B3 P5 * 0 60.0 /6J).0 /B*3 P6 * 0 38.0 \3jvO/*i3 P7 * 0 32.0 32x0 <<B3 P8 * 0 40.0 40.ffN*mNP9 * 0 50.0 50.0 *B^/>10 * 0 50. 0~^, 50.0 *B3 Til * 0/ ^^tsc°w««™^ \ "\, "^ "~°=S5TDescriptionfvNB E'Q^**^---/\v/ (DELZ)= 0.0 /£Y / / ./.I 1560.0 XX. 1545.0 XP** 1530.0 \ 1515.0 lSljJ^-6--^^^ is^op^^^xPx AWQ . 0 ^*\ \ /^70.0 \.\ xi4*6P . 0 j p|^*>Q / /«JM\// Nfeu (Height Changes (P)=0 45ROUND VTOP BARRIER ^Z|) (Z) HEIGHTS AT ENDS ^/tr~~-~~l7 50.0 *B4 PI * 0 ^ff.O 50.0 *B4 P2 * 0 ,54x0 54.0 *B4 P3 * 0 &OsjN 60.0 *B4 P4 * 0 64.8V 64.8 *B4 P5 * 0 70.0 70.0 *B4 P6 * 0 68.5 68.5 *B4 P7 * 0 66.4 66.4 *B4 P8 * 0 66.0 66.0 *B4 P9 * 0 64.0 64.0 *B4 P10 * 0 64.0 64.0 *B4 Pll * 0 Description: NB EOS (DELZ)= 0.0 Y 1443.0 1440.0 1430.0 1425.0 No. Height Changes (P)=0 GROUND TOP BARRIER (ZO) (Z) HEIGHTS AT ENDS 64.0 64.0 *B5 PI * 0 64.0 64.0 *B5 P2 * 0 54.0 54.0 *B5 P3 * 0 50.0 50.0 *B5 P4 * 0 J 5 6 -i 7 J 8 9 1 J 13000 13500 14000 14500 15000 15500 .0 .0 .0 .0 .0 .0 1420 1430 1440 1480 1480 1455 .0 .0 .0 .0 .0 .0 50 56 54 50 48 40 .0 .0 .0 .0 .0 .0 50.0 56.0 54.0 50.0 48.0 40.0 *B5 *B5 *B5 *B5 *B5 *B5 P5 P6 P7 P8 P9 P10 * * * * * * 0 0 0 0 0 0 Barrier No. 6 "Type - (l)BERM Height Increment (DELZ)= 0.0 SEG. Description: R/W ( NB lane) No. Height Changes (P)=0 GROUND (ZO) TOP (Z) BARRIER HEIGHTS AT ENDS 2 3 4 6 7 8 9 1900.0 2000.0 2150.0 2300.0 2370.0 2460.0 2590.0 2700.0 2800.0 2830.0 860.0 890.0 945.0 1110.0 1200.0 1300.0 1400.0 1455.0 1490.0 1490.0 50.0 54.0 54.5 58.0 58, 58, 58 58.5 60.0 60.0 0 5 5 ,5 eo Barrier No. 7 Type - (l)BERM 'Height Increment (DELZ)= 0.0 •SEG. Descripti lane) •y igRt Changes (P)=0 BARRIER HEIGHTS AT ENDS 1 2 3 283.0.0 2930.0 3000.0 3075.0 1490.0 1440.0 1435.0 1420.0 60.0 *B7 PI * 0 60.0 *B7 P2 * 0 60.0 *B7 P3 * 0 60.0 *B7 P4 * 0 -RECEIVER DATA REG. NO.X 6940.0 Z DNL PEOPLE ID 22.5 67 500 ST31690 DROP-OFF RATES ALL LANE/RECEIVER PAIRS = 3.0 DBA K - CONSTANTS ) . .ALL LANE RECEIVER/PAIRS 0.0 DBA 30UND32 - RELEASE 07/30/91 \r-^J r-TITLE: I Carlsbad Blvd Realingment (CALRUN) nU BAR LE EFFECTIVENESS / COST RATIOS *************************** n 2 3 4 6 7 8 U D 0 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0 0 0 0 0 0.* 0.* 0.* 0.* 0.* 0.* B5 PI B5 P2 B5 P3 B5 P4 n (J45 46 p 47 ^ : O -u 51 52 053 U 54 55n56 US. : 05S -^ 60 61 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f * ^ * f * _ * _ * f * f * _ * _ * _ * ^ * , * f * f * , * _ * f * B5 P5 B5 P6 B5 P7 B5 P8 B5 P9 B6 PI B6 P2 B6 P3 B6 P4 B6 P5 B6 P6/v B6 -P/ / B6 ^8^B6/P»9X%N^ BT PI ^Ox /->B7 P2 \>//B7. P3 ^o i 2 3 4 5 6 yy /y p .BARRIER DATA ^X*^/ (J ************ • \\ .-.BAR BARRIER HEIGHTS BAR\/ ] ELE 0(_j 1 O2 U3 4 n 5 •6 U 7 8R9 (JlO nil ;12 13 14 I15 MI 6 17 (I18 U19 20 21 - 22 23 p24 L-25 26 p27 L2829 /Tv -n30® - 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 2 * * * * * * * * * * * * * / * / / * / 1 * <\,.NN * . . ^» * * * * * * * * * * * * * 3 '4 5 /^^-^J I:D • • • • x^^c:*"*"^-."-"\\ ^7/^BT-\\ /f^r- \V/ Bl \\ B1 ^~~>^ \\ B1 /X*"X ! ^ B1 // ) 1 Bl // / ^—^y Bl\/V //^"~-~~^-^/ BlX^ X/ / n- ^v V ^x^ ' B2 ^^-"-^-s. X/ B2 x^^^^X, X B2 X \ B2 \ \ . B2 X, i 1 B2 Ox // . B2 ^^// B2^/ - B2 B2 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 -pi fP2 P3 P4 P5 P6 P7 P8 P9 P10 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 LENGTH 508 508 105 114 138 168 150 120 111 106 100 100 102 102 102 100 100 100 100 100 100 100 500 501 501 501 501 501 200 200 .4 .1 .3 .1 .0 .0 .1 .9 .8 .0 .1 .5 .0 .0 .0 .5 .1 .1 .0 .0 .0 .0 .6 .2 .4 .8 .3 .7 .5 .2 TYPE BERM BERM BERM BERM BSRM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM .BERM BERM BERM BERM BERM BERM BERMu 31r2 1 3 L34 f^r5 6L,7 • . 38 C9o : pi2 VI^3 f44 5 W6 47 [~l8 L-9 po 51\ vS52 53r )4Us 56 Pa r59 '50 -61 n °'_.-/ REC REC r~^Li i ST3 p BARRIERU 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.* 0.*o.*-o:* 0.* 0.* 0.* 0.* 0.* 0.*. 0 . * -—x, 0.* ' /^—x 123 M X. 5/ ^v <ID DNL PEOPLE LEffKA_ X, 67. 5>0-r---^5 4 . 5 TYPE // COSoA B4 PI B4 P2 B4.P3 B4 P4 B4 P5 B4 P6 B4 P7 B4 P8 B4 P9 B4 P10 B5 Pl/> B5 P2/ / B5 P! \ B5/MXO B5NP5 B5 P6 Ms P7 //B5 P8 / /B5 P^ \V^y/l \xB6V^2 B^xPBv B6 P^J*> B6" P5 •;'_"""- B6 P6 N C" ~-~ B6 P7 \*.. / ''B6 P8 \\ x B6 P9\ \'\ B7 PI \ • V B7 P2 1 I B7 P3 1 *-~~^___-^a^— «^i^ //~~>-^-~-~~y7 L<3vV \. v^ 101.1 101.2 200.7 200.1 500.1 500.4 500.1 500.1 500.1 500.0 500.0 500.2 500.0 \500.0 V5^1^-1 ^5^Vl soxvt 500.0 500.7 104.5 159.8 223.0 114.0 134.5 164.0 123.0 106.0 30.0 111.8 70.2 76.5 BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM BERM ("MASONRY[^MASONRY/JERSEYCONCRETE TOTAL COST = $0. BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 111111111111111 11111111111 PCORRESPONDING BARRIER HEIGHTS FOR EACH SECTION UO. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 o. o. o. o. o. o. o. o. o. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0, 0 0 0 0 0 0 0 0, 0 0, 0, 0 0 0 0 1 1 0. 0. pu * * SOUND32 (CALTRANS VERSION OF STAMINA2/OPTIMA) * * jINPUT DATA FILE BARRIER COST FILE -DATE CAL4.CSV CALIF$.DTA 09-08-1998 Carlsbad Blvd Realingment (CALRUN) TRAFFIC DATAn1 (jLANE NO. i 2 n 3n 4 U 5 6n 7 I) 8 I LANE LANE ( NO.u .k~< 1 0(J I ;u r-i (J 2 ( 1U nu /xn &/ AUTO DATA SEG. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 I 11 V 12 VPH 576 576 576 576 280 280 280. 280 MPH 50 50 . 50 50 50 50 50 50 MEDIUM TRKS VPH 8 8 8 8 8 8 8 8 MPH 50 50 50 50 50 50 50 50 4 ^GRADE COR. NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO / X 1000. 1500. 2000. 2100. 2200. 2300. 2400. 2500. 2600. 27,0^3*7 /2/00. MOO. H^l-3moj 3300> 3300. 3400. 3500. 3600. 3700. 3800. 3900. 4000. 4500. 5000. 5500. 6000. 0 0 0 0 0 0 0 0 0 0"~ IT 0 0 0u. ^0 0 0 0 0 0 0 0 0 0 0 0 /N *»*«, *> X V Y 660. /— T52. /x*""S42. // 875-. / 93*0. X^XIDM.^v l^^O . 134*0^ \ 1390. x/\1425. \\1420. \ 1410. I 1.390. //1370. N//1350. 1350. 1340. 1335. 1330. 1330. 1330. 1330. 1330. 1355. 1390. 1428. 1465. f? HEAVY TRKS /£ - ;» o 0 0 0 0o 0 0s0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VPH 0 0 0 0 0 0 0 0 -.„ * t ** " *- **""'' ™« "~- w ? MPH y 50 4 50v 50/so /'/so '1 ^50 / X50 ',' , , . Z v 48'5 \48 .5s4 .0 54.0 7 54.5 ' 58.0 58.5 58.5 ,58.5 58.5 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 52.0 38.0 •DESCRIPTION / ^s,, ""^V. -r ~< ^cexist in« measured exist ingNo^sured existing measured existing measured •existing measured existing measured existing measured existing measured "^ =—=-==- SEGMENT DESCRIPTION LI PI LI P2 LI P3 LI P4 LI P5 LI P6 LI P7 LI P8 LI P9 LI P10 LI Pll LI P12 LI P13 LI P14 LI P15 LI P16 L2 PI L2 P2 L2 P3 L2 P4 L2 P5 L2 P6 L2 P7 L2 P8 L2 P9 L2 P10 L2 Pll L2 P12 U n n U 0 0 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 \15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6500.0 7000.0 7200.0 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 2900.0 3000 xriO 3500. 3600.0 3700.0 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 1500.0 1540.0 1550.0 1540.0 1540.0 1525.0 1510.0 1495.0 1490.0 1480.0 1460.0 1450.0 1440.0 1430.0 1423.0 1420.0 1410.0 1405.0 1400.0 1410.0 1410.0 1420.0 1460.0 1460.0 1435. 32.0 L2 P13 40.0 L2 P14 50.0 L2 P15 50.0 L2 P16 50.0 50.0 54.0 60.0 64.8 70.0 10807 1110.0 135.0 160.0 160.0 188.0 1215.0 1235.0 1245.0 1255.0 1255.0 1250.0 1255.0 1255.0 1248.0 1240.0 1235.0 1295.0 1325.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.5 44.4 30 16 14.0 34.0 46.5 0 0 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 PI P2 P3 P4 P5 P6 P7 P8 P9 P10 Pll P12 P13 P14 P15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 1 2 3 4 NO NO NO NO 7400.0 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 11500.0 12000.0 12500.0 13000.0 13500.0 13500.0 14000.0 14500.0 15000.0 15500.0 1360.0 1360.0 1375.0 1385.0 1400.0 1400.0 1390.0 1380.0 1370.0 1360.0 58.2 L6 P16 0 0 0 1355, 1355 1353 1345.0 1340.0 1340.0 1335.0 1335.0 1330.0 1325.0 1315.0 1305.0 58.2 58.5 60.5 68.0 70.0 70.0 66.0 66.0 66.0 64.0 64.0 64.0 54.0 50.0 , 50.0 56. /Q L7 L7 L7 L7 L7 L7 L7 L7 L7 L7 L7/ L/< /?N(y TL7 L7 PI P2 P3 P4 P5 P6 P7 P8 P9 /£10 yPllCpl2 «v3 "W P15^ P16 BARRIER DATA Barrier No. 1 frype - (l)BERM Height Increment (DELZ)= SEG. DescriptionANB EOSv/0.0 No\ 'Height Changes (P)=0 BARRIER HEIGHTS AT ENDS u 1 2 3 4 5 6 7 8 9 10 1000.0 1500.0 2000.0 2100.0 2200.0 2300.0 2400.0 2500.0 2600.0 2700.0 2800.0 680.0 772.0 862.0 895.0 *B1 PI * 0 *B1 P2 * 0 54.0 *B1 P3 * 0 *B1 P4 * 0 *B1 P5 * 0 *B1 P6 * 0 5 *B1 P7 * 0 5 *B1 P8 * 0 58.5 *B1 P9 * 0 58.5 *B1 P10 * 0 60.0 *B1 Pll * 0 'Barrier No. 2 iType - (l)BERM Height Increment (DELZ) Description: NB EOS No. Height Changes (P)=00.0 GROUND SEG. X I 1 2800 '•2 2900 3 /Zi 3000 j 4 (?-,$ 3100 .0 .0 .0 .0 Y 1445. 1440. 1430. 1410. 0 0 0 0 (ZO) 60 60 60 60 .0 .0 .0 .0 TOP (Z) 60 60 60 60 .0 .0 .0 .0 *B2 *B2 *B2 *B2 PI P2 P3 P4 BARRIER HEIGHTS AT ENDS * * * * 0 0 0 0 "S 0; 10 0 /^Barrier ) [Type - I Height ]nL-SEG. n i U 2 3 n 4 Msu 6 n 7H8'U 9 10a /—•Barrier[Type - ^Height : nUS EG. n 1 U 2 3 n 4r 5 L] 6 7n a U 9 10 nu ^Barrier |Type -uHeight n USEG. n x ' ")u 2 3 4 ' " 3200.0 3300.0 3400.0 3500.0 3600.0 3700.0 3800.0 No. 3 [1)BERM [ncrement X 3800.0 3900.0 4000.0 4500.0 5000.0 5500.0 6000.0 6500.0 7000.0 7200.0 7400.0 No. 4 (l)BERM Increment x 7400.0 7500.0 7600.0 7800.0 8000.0 8500.0 9000.0 9500.0 10000.0 10500.0 11000.0 No. 5 (l)BERM Increment X 11000.0 11500.0 12000.0 12500.0 1390.0 1370.0 1360.0 1355.0 1350.0 1350.0 1350.0 (DELZ)= 0 Y 1350.0 1350.0 1350.0 1375.0 1410.0 1448.0 1485.0 1520.0 1560.0 1570.0 1560.0 (DELZ)= 0 Y 1560.0 1545.0 1530.0 1515.0 1510^0, ISOQ^O 14SO.O 71470. 0 Sjfo^O . 0 145 0\0 144*3..6N-VH (DELZ)= C Y 1443.0 1440.0 1430.0 1425.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Description: .0 GROUND (ZO) 60.0 60.0 60.0 60.0 60.0 60.0 38.0 32.0 40.0 50.0 50. 0..^ Description^ — «-»s.^ /**_GR©UND 4" "^Zf) 50/0^1"X^s/o ^N-^xp 6U« 0\ 64?&N/ 1 *\ 70.0 ^ \ 68,5x' '66.4 \ |66.0 * ^64.0s 7^64.0 's Description: ).0 GROUND (ZO) 64.0 64.0 54.0 50.0 60.0 *B2 P5 * 0 60.0 *B2 P6 * 0 60.0 *B2 P7 * 0 60.0 *B2 P8 * 0 60.0 *B2 P9 * 0 60.0 *B2 P10 * 0 60.0 *B2 Pll * 0 NB EOS No. Height Changes (P)=0 TOP // BARRIER (Z) / \, HEIGHTS AT ENDS 60.0*4-33 PK/NL 0 60.0 *B3 P2 ^t/^Q, eO/U *B3 P3 *\fl 60/6 *B3 P4 * 0 Ap. 0 *B3 P5 * 0 /gO.O../B3 P6 * 0 \3^xA//®3 P7 * 0 J2^?0 -4B3 P8 * 0 4 o rOxJB-3. P9 * 0 50.0 ^B-F^SIO * 0 50.0"*B3%P11 * 0 NB BOS -^7 \V7/'No. (Height Changes (P)=0 \, \ \ TOP BARRIER (Z) HEIGHTS AT ENDS 1^7 50.0 *B4 PI * 0 50.0 *B4 P2 * 0 54.0 *B4 P3 * 0 60.0 *B4 P4 * 0 64.8 *B4 P5 * 0 70.0 *B4 P6 * 0 68.5 *B4 P7 * 0 66.4 *B4 P8 * 0 66.0 *B4 P9 * 0 64.0 *B4 P10 * 0 64.0 *B4 Pll * 0 NB EOS No. Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 64.0 *B5 PI * 0 64.0 *B5 P2 * 0 54.0 *B5 P3 * 0 50.0 *B5 P4 * 0 U 5 1 6 1n 7 i LJ8 1 9 3o ] Barrier J jrype - i LHeight ] nLSEG. n ^-2U3 4 5 6 7n 8 LJ9 ni .^-Barrier Type - (^Height : LJ pSEG.1 1 n 2 P3U niLBarrier Type - pHeightu SEG. Ul 2n 3 u 4 5 0 6 7 8 n 9n .3000.0 .3500.0 .4000.0 .4500.0 .5000.0 .5500.0 No. 6 (l)BERM [ncrement X 1900.0 2000.0 2150.0 2300.0 2370.0 2460.0 2590.0 2700.0 2800.0 .2830.0 No. 7 (l)BERM Increment X 2830.0 2930.0 3000.0 3075.0 No. 8 (l)BERM Increment X 3550.0 3780.0 4325.0 6000.0 7100.0 7200.0 7800.0 8300.0 8500.0 10000.0 1420.0 1430.0 1440.0 1480.0 1480.0 1455.0 (DELZ)= 0 Y 860.0 890.0 945.0 1110.0 1200.0 1300.0 1400.0 1455.0 1490.0 1490.0 (DELZ)= 0 Y 1490.0 1440.0 1435.0 1420.0 ^ J?1 ^jffiSwiSSKSiSta (DE|ffl)= C < Xxx\\K^v_X;1600.0 1510.0 1460.0 1540.0 1610.0 1660.0 1540.0 1530.0 1550.0 1495.0 50.0 56.0 54.0 50.0 48.0 40.0 Description: .0 GROUND (ZO) 50.0 54.0 54.5 58.0 58.5 58.5 58.5 58.5 60.0 60.0 Description: « .. .0 GROUND /"•~™%ZO)/ _ ^ \ . / / 60'. o"™*****" XXX. eOjto""""" X^sj^i "Be,s c r ip t i on :xX l.0\\ . \ 1I /GROUND // (ZO) "^/-/ Xj/ 80.0 62.0 58.0 60.0 64.0 60.0 66.0 66.0 68.0 68.0 50.0 *B5 P5 * 0 56.0 *B5 P6 * 0 54.0 *B5 P7 * 0 50.0 *B5 P8 * 0 48.0 *B5 P9 * 0 40.0 *B5 P10 * 0 R/W ( NB lane) No. Height Changes (P)=0 TOP // BARRIER (Z) // HEIGHTS AT ENDS 50.0 /B! PiXX* 0 54.0 *B6 P2Xs*\sp f P3 ^XJ3/ ' • P4 * 0 P5 ' * 0 P6 . * 0 P7 * 0 P8 * 0 P9 * 0 P10 * 0 .R/W { 1^-lane) ""^ ~*J.NQ.,'HeigK"t Changes (P)=0 ' , ' TOP BARRIER \ (Z) HEIGHTS AT ENDS 60.0 *B7 PI * 0 ~— -y 60.0 *B7 P2 * 0 "•"— / 60.0 *B7 P3 * 0 60.0 *B7 P4 * 0 R/W cent. ( NB lane) No. Height Changes (P)=0 TOP BARRIER (Z) HEIGHTS AT ENDS 80.0 *B8 PI * 0 62.0 *B8 P2 * 0 58.0 *B8 P3 * 0 60.0 *B8 P4 * 0 64.0 *B8 P5 * 0 60.0 *B8 P6 * o 66.0 *B8 P7 * 0 66.0 *B8 P8 * 0 68.0 *B8 P9 * 0 68.0 *B8 P10 * 0