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Home My WebLink AboutCT 99-02; Poinsettia Properties Planning Area 7; Tentative Map (CT) (36)NOISE TECHNICAL REPORT FOR PACIFIC SHORES NORTH CITY OF CARLSBAD, CALIFORNIA Prepared for FIELDSTONE COMPANY 5465 MOREHOUSE DRIVE, SUITE 250 SAN DIEGO, CALIFORNIA 92121 Prepared by 4241 Jutland Drive, Suite 201 San Diego, CA 92117-3653 619 / 270-5066 fax 270-5414 DAVID M. GOTTFREDSON ACOUSTICIAN RECON NUMBER 3132N MARCH 12, 1999 This document printed on recycled paper TABLE OF CONTENTS Summary 1 Introduction 2 Analysis Methodology 2 A. Applicable Standards and Definitions of Terms 2 B. Existing Noise Level Measurements 3 C. Traffic Noise Analysis 3 D. Railroad Noise Analysis 5 Existing Conditions 7 Future Acoustical Environment and Impacts 9 A. Traffic Noise 9 B. Railroad Noise 10 C. Total Noise Exposure 10 Mitigation 10 References Cited 12 FIGURES 1: Regional location of the project 3 2: Location of project plotted 1" = 2000' scale topographic map 4 3: Proposed plot plan and cross section locations 5 4: Existing site topography and noise measurement locations 14 5: Future noise contours without mitigation or building shielding 19 6: Modeled receiver locations and proposed noise barrier locations (roadway barrier heights not to exceed six-feet) 20 7: Cross sections A-A'and B-B' 22 8: Cross sections C-C' and D-D' 23 9: Modeled receiver locations and proposed noise barrier locations and heights required to achieve City noise standards 25 TABLE OF CONTENTS (cont.) TABLES 1: Year 2015 Roadway Traffic Parameters 7 2: Projected Railroad Operations 10 3: Engine and Car Noise Source Spectrum 12 4: 20-Minute Traffic Counts 16 5: Comparison of Measured and Modeled Noise Levels 17 6: Railroad Operation Noise Levels 18 7: Year 2015 Noise Levels 24 8: Wall Height Summary 27 ATTACHMENTS 1: Noise measurement data 2: STAMINA input and output - measured conditions 3: STAMINA/OPTIMA input and output - future conditions, contour and residential receivers Summary The proposed Pacific Shores North project, located adjacent to Carlsbad Boulevard and Poinsettia Lane in the city of Carlsbad, would develop 117 single-family residences on approximately 18.5 acres. The San Diego Northern Railroad (SDNRR) mainline runs adjacent to the project eastern boundary. This report analyzes impacts to the proposed residential lots from future traffic noise generated on Carlsbad Boulevard and Poinsettia Lane, as well as railway noise due to operations on the SDNRR line. The inclusion of six-foot noise barriers adjacent to the roadways, will lessen ground floor exterior noise levels to 62 community noise equivalent level (CNEL) or less (the City's exterior noise standard is 60 CNEL). Construction of six- and eight-foot-high barriers adjacent to the railroad tracks will reduce train noise to below the City's 60-decibel CNEL standard. In light of the City's desire to limit walls along circulation element roadways to six feet or less, the City's General Plan requires that all future purchasers of the properties adjacent to Carlsbad Boulevard (lots 1 and 19 through 53) be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property. In addition, lots 16 through 18 adjacent to Poinsettia Lane would be considered noise-impacted properties and would require notification. With the requirement for notification and the inclusion of the noise barriers, noise impacts will be adequately mitigated. Even with the construction of noise barriers, noise levels at second-floor receivers adjacent to the roadways and railroad tracks could exceed 65 CNEL. Therefore, standard construction cannot be assumed to adequately reduce interior noise levels to below 45 CNEL at these locations. At the time that building plans are available for these units, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that interior noise levels due to exterior sources will be below the 45 CNEL standard. The impacted lots are 1, 10, 11, and 16 through 84. Additionally, for those areas where the ground-floor exterior noise levels exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that ground-floor interior noise levels meet the City's standard of 45 CNEL. The building code requires that for areas in excess of 60 CNEL where it is necessary to keep windows closed, forced- air circulation or air conditioning be provided. The affected lots are Lots 1 and 16 through 53. Introduction The proposed Pacific Shores North project is located adjacent to Carlsbad Boulevard and Poinsettia Lane in the city of Carlsbad. The San Diego Northern Railroad mainline runs adjacent to the project eastern boundary. Figure 1 shows the regional location of the project. Figure 2 shows the proposed project plotted on a 1 inch equals 2,000 feet scale topographic map. Figure 3 shows the proposed plot plan for the project. The proposed project would develop 117 single-family residences on approximately 18.5 acres. This report analyzes impacts to the proposed residential lots from future traffic noise generated on Carlsbad Boulevard and Poinsettia Lane, as well as railway noise due to operations on the SDNRR line. Impacts are assessed in accordance with the guidelines, policies, and standards established by the City of Carlsbad. Measures are recommended, as required, to reduce significant impacts to noise-sensitive areas. The analysis is based on traffic figures projected by the Series 8 growth forecasts generated by the San Diego Association of Governments (SANDAG) for the year 2015. Projected rail line operations were obtained from various sources. Analysis Methodology A. Applicable Standards and Definitions of Terms The CNEL is a 24-hour A-weighted average sound level [dB(A) Leq] from midnight to midnight obtained after the addition of 5 dB to sound levels occurring between 7:00 P.M. and 10:00 P.M. and of 10 dB to the sound levels occurring between 10:00 P.M. and 7:00 A.M. A-weighting is a frequency correction that often correlates well with the subjective response of humans to noise. Adding 5 dB and 10 dB to the evening and nighttime hours, respectively, accounts for the added sensitivity of humans to noise during these time periods. Impacts to future sensitive receivers were evaluated in relation to the noise level standards promulgated in the City of Carlsbad's adopted General Plan Noise Element. The noise element of the City of Carlsbad states (City of Carlsbad 1994): Policy C.5: . . . sixty (60) dBA CNEL is the exterior noise level to which all residential units should be mitigated. 65 dBA CNEL is the maximum noise level to which residential units subject to noise from McClellan- Palomar Airport should be permitted. Additional disclosure actions OCEANSIDE CARLSBAD PROJECT LOCATION LEUCAD ENCINITAS 4.6 2.3 MILES 0 t M:jobs\3132n\graphics\fig-l .cdr FIGURE 1 Regional Location of the Project PROJECT LOCATION 101 Map Source: U.S.GS. 7.5 Minute Topographic Map, Encinitas quadrangle FIGURE 2 Project Location 0 FIGURE 3 Proposed Plot Plan and Cross Section Locations (easements, deed restrictions, recorded notice, etc.) may be required of developer/sellers of noise impacted residential units. If a project is approved with exterior noise levels exceeding the level allowable pursuant to this policy, all purchasers of the impacted property shall be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property. Policy C.9: Discourage the exclusive use of noise walls in excess of 6 feet in height as mitigation for noise along Circulation Element roadways. Standard construction techniques will provide a 20-decibel reduction of exterior noise levels to an interior receiver when the windows and doors are closed. With these criteria, standard construction could be assumed to result in interior noise levels of 45 CNEL or less when exterior noise levels are 65 CNEL or less. When exterior noise levels are greater than 65 CNEL, consideration of specific construction techniques is required. B. Existing Noise Level Measurements Existing noise levels at the project site were measured using two Larson-Davis Model 720 Type 2 Integrating Sound Level Meters, serial numbers 0274 and 0275. The following parameters were used: Filter: A-weighted Response: Fast Time History Period: 5 seconds The meters were calibrated before the day's measurements. Six ground-floor measure- ments (five feet above the ground) were made: four for approximately 20 minutes each and two for approximately one and a half hours each. C. Traffic Noise Analysis 1. Traffic Parameters Table 1 presents the future traffic parameters used in this analysis. Future traffic volumes for Carlsbad Boulevard and Poinsettia Lane in the vicinity of the project were obtained from the Series 8 growth forecasts prepared by SANDAG. For Carlsbad Boulevard, traffic volumes for the year 2015 are projected to be 25,000 average daily trips (ADT) TABLE 1 YEAR 2015 ROADWAY TRAFFIC PARAMETERS Roadway Carlsbad Boulevard south of Poinsettia Lane Carlsbad Boulevard north of Poinsettia Lane Poinsettia Lane ADT 26,000 25,000 13,000 Percent Autos 95.24 95.24 95.24 Percent Medium Trucks 3.52 3.52 3.52 Percent Heavy Trucks 1.24 1.24 1.24 Speed (mph) 50 50 30 ADT = average daily trips mph - miles per hour north of Poinsettia Lane, and 26,000 ADT south of Poinsettia Lane. Year 2015 traffic volumes for Poinsettia Lane are 13,000 ADT. Carlsbad Boulevard in the vicinity of the project site is a four-lane major divided roadway. Poinsettia Lane is a two-lane roadway with turning lanes at its intersection with Carlsbad Boulevard. Based on the traffic volumes indicated in Table 1, traffic on Carlsbad Boulevard is anticipated to remain free flowing, but traffic on Poinsettia Lane may be somewhat congested. Carlsbad Boulevard is posted at 50 miles per hour (mph). There are traffic signals at the intersections of Carlsbad Boulevard and Poinsettia Lane. As discussed below, an average traffic speed of 48 mph was found to match the noise measurement data well. Therefore, an average traffic speed of 48 mph was used for the traffic on Carlsbad Boulevard. Additionally, Poinsettia Lane ends at Carlsbad Boulevard; all traffic on Poinsettia Lane either turns onto or off Carlsbad Boulevard. Therefore, a conservative average traffic speed of 30 mph was chosen for Poinsettia Lane. The traffic mix used for both roadways was based on the mix for truck routes used in the city of Carlsbad (City of Carlsbad 1993). These mixes were developed through field surveys of routes in Carlsbad. The day, evening, and nighttime traffic distribution was assumed to be 77 percent, 10 percent, and 13 percent, respectively. With these assumptions, the CNEL due to traffic is approximately two decibels above the average daytime hourly equivalent noise level. 2. Analysis of Traffic Noise Noise generated by future traffic was projected using the STAMINA 2.0/OPTIMA computer models from Vanderbilt University (1991). These models are computerized versions of the Federal Highway Administration Noise Prediction Model (1979), which uses California vehicle noise emission levels (State of California 1983). Exterior traffic noise levels to first- and second-floor receivers were calculated. First- floor receivers were placed at five feet above ground level; second-floor receivers were placed at 15 feet above ground level. Calculations were completed for a daytime hour, and the resulting hourly Leqs were weighted and combined into CNEL values. Projected CNEL values based on the traffic distributions used here are approximately two decibels higher than the daytime hourly Lcq calculated by STAMINA as indicated above. The STAMINA program calculates noise levels at selected receiver locations using input parameter estimates such as projected hourly average traffic rates; vehicle mix, distribution, and speed; roadway lengths and gradients; distances between sources, barriers, and receivers; and shielding provided by intervening terrain, barriers, and structures. The OPTIMA model calculates noise levels at selected receivers for varying noise barrier heights using the STAMINA output. Locations and elevations of pads and slopes for the project site were obtained from the AutoCAD files and drawings prepared for the project (Ledgerwood, pers. com. 1999). The alignment and elevations of the adjacent roadways were also obtained from the AutoCAD files. Receivers, roadways, and barriers are entered into the STAMINA model using three-dimensional coordinates. The local coordinate system used in the CAD files was translated to NAD83 State Plane coordinates. The coordinate system then used for the STAMINA model was the NAD83 State Plane coordinate system. D. Railroad Noise Analysis 1. Railroad Parameters The SDNRR mainline runs adjacent to the project's eastern boundary and is utilized by Burlington Northern Santa Fe Railway (BNSF) freight trains, Amtrak, and North San Diego County Transit Development Board (NSDCTDB) commuter trains ("The Coaster"). Projected railroad operations were obtained from various sources. Amtrak and Coaster operations in the vicinity of the project were obtained from current published schedules. Freight operations were obtained from the BNSF San Diego Train Master (Walsh, pers. com. 1999). Train lengths were obtained from an acoustical report previously prepared for the adjacent property south of Poinsettia Lane (RECON 1997), the BNSF train master, and personal observations. Projected railroad operations used in this analysis are shown in Table 2. 2. Analysis of Railroad Noise The SDNRR mainline passes adjacent to the project eastern boundary. Therefore, residential receivers within the proposed project may be impacted by noise generated by train traffic on the line. The City of Carlsbad has accepted the methodology for rail noise assessments contained in a report prepared by Wyle Laboratories (City of Carlsbad 1993; Swing and Pies 1973). Noise generated by train operations on the main line is comprised of two basic components: noise generated by the engines and noise generated by the cars. Noise generated by the engines originates from the movement of the engine parts and other mechanical equipment, and from the exhaust system. Engine noise levels during main line operations have been found to be relatively independent of train speed and are primarily a function of the grade of the line (Swing and Pies 1973). Car noise primarily TABLE 2 PROJECTED RAILROAD OPERATIONS (number of train operations per period) Operation Day Evening Night Average Number of Engines Average Number of Cars Speed (mph) Freight 3 0 4 3 60* 50 Amtrak 18 2 2 1 7 90 Commuter 14 1 3 1 5 50 *BNSF has the following train length restrictions: 4,400 feet during the daytime hours 7,000 feet during the nighttime hours originates from the interaction between the wheels and rails and is highly dependent on train speed. Noise exposure levels for a single train passby are expressed in terms of the Single Event Noise Exposure Level (SENEL). The SENEL is a logarithmic measure of the time integrated energy of a single event (in this case, a single train passby). The total SENEL for a single train passby is determined by adding the individual SENELs for the engines and cars. The average numbers of rail operations during the daytime, evening, and nighttime hours are estimated as shown in Table 2. Then the total SENEL for each type of rail operation is calculated. The resulting SENELs are weighted according to the time of day of the operation, and then added together to determine the resulting CNEL for the rail line. The future projected rail line operations presented in Table 2 were used in the Wyle Laboratories model to estimate the future noise levels on the project site due to the railroad operations. The tracks adjacent to the project are level (no grade). As indicated in the acoustical analysis report prepared for the parcel south of Poinsettia Lane, the noise levels predicted by the model for the Amtrak and commuter trains were reduced by 9.1 decibels to more closely match measured conditions (RECON 1997). The Wyle Laboratories model was developed using data obtained from freight train operations. For a variety of reasons, passenger trains generally are quieter than freight trains. Therefore, this reduction in the modeled noise levels for the passenger trains is reasonable and was utilized in this analysis. Mitigation of railroad noise levels on the project site which exceed the City's standard will be accomplished through the construction of noise barriers. The method contained in Appendix D of the Wyle Laboratories model was used for determining the required barrier heights (Swing and Pies 1973). This method involves the computation of a composite transmission loss for each noise source on a one-third octave band basis. These one-third octave band losses are then subtracted on a one-third octave band basis from the source noise and converted to a combined A-weighed source noise. The attenuated source noise is then subtracted from the unattenuated source noise to determine the overall barrier attenuation for that source. Due to the differences in the effective heights of the noise sources for the engines and cars, the effective barrier attenuation of these two sources must be calculated separately and subtracted from the respective noise source SENEL. A zero source height is used for the car noise, and a source height of 15 feet is used for the engines (Swing and Pies 1973). Table 3 shows the noise spectrum assumed for the engines and cars. 11 TABLE 3 ENGINE AND CAR NOISE SOURCE SPECTRUM Frequency (Hz) 40 50 63 80 100 125 160 200 250 315 400 500 630 800 1000 1200 1600 2000 2500 3150 4000 5000 6300 8000 Total A-weighted Source Noise Level [dB(A)] Engine Source Level (dB)* 80.5 83.25 84.25 96.25 93 80.5 83 81.25 81.5 82.25 79.75 90.25 90.25 84.25 84.25 87.5 83.5 86 81.25 81.25 77.25 72.5 66.5 62 95.7 Car Source Level (dB)** 77 74 75.5 73 76 72 74.5 77.25 76.5 77 75.5 76.25 75 74.25 73.5 75.25 75.25 79 79 79 75.25 71.5 66.5 61 87.6 SOURCE: Swing and Pies 1973. *Measured at 50 feet from the tracks. **Measured at 100 feet from the tracks. Existing Conditions The existing project site is currently vacant. The project site is bounded by Carlsbad Boulevard on the west, Poinsettia Lane on the south, the SDNRR main line on the east, and existing residential uses to the north. The site topography is characterized by a smooth ridge running north and south approximately through the center of the site. Because of this ridge, the train tracks are not visible from the western portion of the site, and Carlsbad Boulevard is not visible from the eastern portion of the site. No noise-generating activities occurred on-site during the noise measurements. Existing noise levels on site are primarily due to traffic on Carlsbad Boulevard, traffic on Poinsettia Lane, occasional train passbys, and aircraft operations associated with McClellan-Palomar Airport to the northeast of the project site. The Comprehensive Land Use Plan for the airport indicates that the site is outside the Airport Influence Area and is well outside the 60 CNEL contour due to air traffic (SANDAG 1994). Noise measurements were taken on the project site on Thursday, February 18, 1999, between the hours of 11:25 A.M. and 3:00 P.M. The weather was cool, partly cloudy, and with a slight breeze. A total of two approximately one and half hour measurements and four 20-minute measurements were taken on the project site. Figure 4 shows the existing site topography and locations of the measurements. These locations were chosen to obtain existing noise levels in the vicinity of the future residential areas in order to assess the existing noise environment. The noise measurement data are contained in Attachment 1. Measurement 1 is located approximately 50 feet east of the edge of the pavement of Carlsbad Boulevard in the southern portion of the project site. Measurement 2 is located approximately 150 feet east of Measurement 1. Noise levels were measured simultaneously at locations 1 and 2. As indicated, the rail line is not visible from these locations. Ambient noise levels were measured for 20 minutes at these locations. Traffic on Carlsbad Boulevard was also counted during the measurement interval. During the 20-minute measurement period, the average noise level was 62.2 dB(A) at location 1 and 55.7 dB(A) at location 2. Measurement 3 is located approximately 50 feet east of the edge of the pavement of Carlsbad Boulevard in the northern portion of the project site. Measurement 4 is located approximately 150 feet east of Measurement 3. Noise levels were measured simultaneously at locations 3 and 4. As indicated, the rail line is not visible from these locations. Ambient noise levels were measured for 20 minutes at these locations. Traffic on Carlsbad Boulevard was also counted during the measurement interval. During the 20-minute measurement period, the average noise level was 62.9 dB(A) at location 3 and 55.1 dB(A) at location 4. 13 0 Noise measurement location FIGURE 4 Existing Site Topography and Noise Measurement Locations Table 4 summarizes the results of the traffic counts taken during measurements 1 through 4. Measurement location 5 is at the eastern boundary approximately 50 feet from the edge of the western SDNRR mainline (adjacent to the project site the rail line is double tracked). Measurement 6 is located approximately 50 feet west of Measurement 5. Noise levels were measured simultaneously at locations 5 and 6. As indicated above, Carlsbad Boulevard is not visible from this location. Ambient noise levels were measured for approximately one and a half hours at these locations. During the measurement interval, seven northbound freight engines (no cars), a southbound Amtrak train (1 engine/8 cars) and a northbound Amtrak train (1 engine/7 cars) passed by the site. The average noise level during the measurement interval was 69.4 dB(A) at location 5 and 65.4 at location 6. The train passbys influenced on-site noise levels for only short periods (approximately 30 seconds or so each). Therefore, it is appropriate to describe the train passbys in terms of the SENEL. Background noise levels at locations 5 and 6 varied between approximately 48 and 53 dB(A) when there were no trains. During the freight engine passby, the SENEL at location 5 was 105.9 dB(A) and 101.7 dB(A) at location 6. During the southbound Amtrak train passby, the SENEL at location 5 was 84.4 dB(A) and 81.9 dB(A) at location 6. During the northbound Amtrak train passby, the SENEL at location 5 was 93.6 dB(A) and 90.3 dB(A) at location 6. The northbound Amtrak was clearly traveling faster than the southbound Amtrak. To determine whether the computer-modeled traffic parameters were reasonable, the volumes and mixes recorded during the field measurements were used to model the traffic noise measurements (measurements 1 through 4) as discussed above. The STAMINA model was run with the observed traffic volumes and mixes, as well as the existing topography and road system. The traffic volumes and mixes used for Carlsbad Boulevard are shown in Table 4. Since traffic was not counted on Poinsettia Lane, existing traffic volumes were obtained from the 1998 SANDAG Traffic Flow Map (SANDAG 1998). The existing traffic volume on Poinsettia Lane is estimated to be 4,000 ADT, and a traffic mix of 95.24 percent cars, 3.52 percent medium trucks, and 1.24 percent heavy trucks was assumed. The STAMINA model only considers cars, medium trucks, and heavy trucks. Motorcycles were treated as cars, and buses were treated as medium trucks. The model output should be close to the same level as the measured value if the model is accurately representing the existing physical conditions. STAMINA input and output data for modeling the measured conditions are provided in Attachment 2. The average traffic speed on Carlsbad Boulevard was varied until the STAMINA output reasonably matched the measured noise levels. As indicated previously, the average 15 TABLE 4 20-MINUTE TRAFFIC COUNTS Measurement Locations Northbound Carlsbad Boulevard Location 1 and 2 Location 3 and 4 Southbound Carlsbad Boulevard Location 1 and 2 Location 3 and 4 Cars 115 127 140 125 Medium Trucks 0 1 4 4 Heavy Trucks 0 0 0 0 Buses 1 1 0 0 Motorcycles 2 0 1 4 traffic speed for Carlsbad Boulevard that resulted in the best agreement with the measurements was 48 mph; for Poinsettia Lane, the average speed was chosen to be 30 mph. Additionally, given the grassy, undeveloped nature of the site, soft site conditions were assumed. Table 5 shows the measured noise levels compared with the modeled noise levels using these assumptions. TABLE 5 COMPARISON OF MEASURED AND MODELED NOISE LEVELS [dB(A)] Measurement Location* 1 2 3 4 Measured Noise Levels 62.2 55.7 62.9 55.1 Modeled Noise Levels 62.2 55.5 62.5 55.7 Difference 0.0 -0.2 -0.4 +0.6 *Measurement locations 5 and 6 focused on rail noise. From Table 5 it can be seen that the modeled parameters in STAMINA result in good agreement between the measured and modeled noise levels. Future Acoustical Environment and Impacts A. IVaffic Noise The methods used in the analysis of future conditions are described in the Analysis Methodology section of this report. Hard site conditions were assumed for project buildout. The traffic parameters used are shown in Table 1. Noise levels were modeled for a series of receivers located throughout the project area to determine the future noise contours over the project site due to traffic on the area roadways. STAMINA input and output are provided in Attachment 3. 17 B. Railroad Noise The methods used in the analysis of future conditions are described in the Analysis Methodology section of this report. The projected future railroad operations and parameters are indicated in Table 2. The resulting noise levels due to train operations are shown in Table 6 for distances of 100, 200, and 400 feet from the tracks. These noise levels do not include any attenuation or shielding provided by barriers or buildings, but do include the effects of site topography. TABLE 6 RAILROAD OPERATION NOISE LEVELS Distance (Feet) 100 200 400 CNEL 72.3 64.7 58.7 C. Total Noise Exposure Overall noise levels on the project site will be influenced by both railroad and traffic noise. Therefore, the resulting noise levels from these two sources were added together to obtain the total projected noise levels on the project site. The resulting noise contours at five feet above the ground are shown in Figure 5. These noise contours include the effects of grading on the property, but do not take into account any noise mitigation measures or shielding provided by the proposed buildings. From this figure it can be seen that future predicted noise levels on the project site are expected to exceed 60 CNEL. Mitigation Noise levels at 18 receiver locations on the proposed residential pads adjacent to the roadways and railroad tracks were modeled to determine the required heights of noise barriers to mitigate exterior noise levels to City standards. The locations of these modeled receivers are shown on Figure 6. Attachment 3 contains the STAMINA and OPTIMA input and output for modeling these receivers. Noise levels in the southeastern portion of the site result from a combination of railway and traffic noise. Noise levels along the southern and western perimeters are primarily 18 FIGURE 5 Future Noise Contours Without Mitigation or Building Sheilding 280 140 FEET 0 t 8-foot noise barrier 6-foot noise barrier Modeled receiver location FIGURE 6 Modeled Receiver and Proposed Noise Barrier Locations (Roadway Barrier Heights Not to Exceed Six Feet) influenced by traffic on the adjacent roadways. Noise levels along the eastern perimeter are primarily influenced by rail traffic. The interior of the site will be shielded by the proposed buildings. In addition to the modeled receivers, several cross sections were drawn in the eastern portion of the project site as an aid to determining the barrier heights required to mitigate noise levels from the train operations following the methods of the Wyle Laboratories report as discussed above. The cross sections are shown in Figures 7 and 8, and their locations are indicated on Figure 3. As indicated previously, it is a policy of the City to discourage the use of noise walls in excess of six feet in height adjacent to circulation element roadways. Therefore, noise levels were initially determined on the project site limiting the height of the barriers adjacent to Poinsettia Lane and Carlsbad Boulevard to six feet. However, the heights of the noise barriers required to mitigate train noise were not limited to six feet. Figure 6 shows the locations of the proposed noise barriers. To mitigate traffic noise, six-foot noise barriers were modeled along the edge of all lots adjacent to Carlsbad Boulevard, along the edge of lots 15 through 19 adjacent to Poinsettia Boulevard, and along the northern edge of Poinsettia Boulevard from the eastern project boundary to approximately a line between lots 15 and 16. To mitigate train noise, a six-foot-high noise barrier is required along the eastern edge of lot 10, and an eight-foot-high barrier is required along the eastern project boundary adjacent to lots 54 through 84, as well as the RV lot in the southeastern corner of the site. The locations of these modeled barriers are shown in Figure 6. — Table 7 shows the resulting noise levels at the modeled receivers including the effects of the noise barriers described above. From Table 7 it can be seen that by limiting the height of the barriers along the roadways to six feet, first-floor noise levels adjacent to the roadways could be as high as 62 CNEL. First-floor noise levels adjacent to the railroad tracks are anticipated to be at or below 60 CNEL with the modeled barriers. ^-\The barrier heights required to reduce exterior noise levels to 60 CNEL on all portions of the site were then determined. For this condition an eight-foot-high barrier is required I along the edge of the pads 17, 18, and 19 and a seven-foot-high barrier is required along I the edge of lots 15 and 16 adjacent to Poinsettia Lane. A seven-foot-high barrier is also j required along the edge of lots 20 through 53 and lot 1 as shown in Figure 7. The barrier heights along the northern edge of Poinsettia Lane range from three to five feet. Required barriers adjacent to the railroad tracks are the same as those described above. The locations and heights of these barriers are shown in Figure 9. From Table 7 it can be seen that by not limiting the height of the barriers adjacent to the roadways, ground-floor noise levels at all locations can be mitigated to be at or below 60 CNEL. 21 70'- 60'- 50'- 40'- Receiver Noise •Wall A Source Engine Source Cars 200' Track Track <LTrack Track FIGURE 7 Cross Sections A-A' and B-B' 70'- 60'- 50'- 40'-l 0' Receiver / Noise /Wall e Source . _, Engine Source Retaining ' Wall 1 40'80'120'160'200' Track Track Receiver 80'- \ Noise 'Wallt S70- D' 60'- /Retaining 50'- Wal1 40'-l 0'160' Track Track FIGURE 8 Cross Sections C-C' and D-D' TABLE 7 YEAR 2015 NOISE LEVELS Projected Noise Level with Noise Barriers No Greater than Receiver Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6 Feet in Height Along Circulation Element Roadways (CNEL) 1st Floor 2nd Floor 60 60 60 61 62 62 62 62 62 62 61 61 60 60 60 59 59 60 63 63 64 66 68 68 68 68 68 68 68 68 65 63 72 70 70 70 Projected Noise Level with Noise Barriers Greater than 6 Feet in Height Along Circulation Element Roadways (CNEL) 1st Floor 60 60 60 60 60 60 60 60 60 60 58 59 60 60 60 59 59 60 2nd Floor 63 63 64 65 68 68 68 68 68 68 68 68 64 63 72 70 70 70 140 FEET 0 8-foot noise wall 7-foot noise wall 6-foot noise wall 5-foot noise wall 4-foot noise wall 3-foot noise wall Modeled noise receiver locations FIGURE 9 Modeled Receiver Locations and Proposed Noise Barrier Locations and Heights Required to Achieve City Noise Standards Table 8 summarizes the required wall heights. Wall heights on the lots are relative to the pad elevations. Wall heights along the eastern project boundary are relative to the top of the retaining wall shown on the project grading plans. Wall heights along Poinsettia Lane are relative to the roadway elevation. In summary, by limiting the height of the noise barriers adjacent to the roadways to six feet (see Figure 6), ground floor noise levels in the backyards of units adjacent to the roadways could reach 62 CNEL. These areas would be noise impacted properties. Barrier heights up to eight feet would be required along the roadways to mitigate noise levels to City standards. In light of the City's desire to limit walls along circulation element roadways to six feet or less, the City's General Plan requires that all future purchasers of the properties adjacent to Carlsbad Boulevard (lots 1 and 19 through 53) be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property. In addition, lots 16 through 18 adjacent to Poinsettia Lane would be considered noise-impacted properties and would require notification. With the requirement for notification and the inclusion of the six-foot walls adjacent to the roadways, as well as the six- and eight-foot walls adjacent to the railroad tracks as indicated in Figure 6, noise impacts will be adequately mitigated. As seen from Table 7, even with the construction of noise barriers, noise levels at second- floor receivers adjacent to the roadways and railroad tracks could exceed 65 CNEL. Therefore, standard construction cannot be assumed to adequately reduce interior noise levels to below 45 CNEL at these locations. At the time that building plans are available for these units, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that interior noise levels due to exterior sources will be below the 45 CNEL standard. The impacted lots are 1, 10, 11, and 16 through 84. Additionally, for those areas where the ground-floor exterior noise levels exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that ground-floor interior noise levels meet the City's standard of 45 CNEL. The building code requires that for areas in excess of 60 CNEL where it is necessary to keep windows closed, forced- air circulation or air conditioning be provided. The affected lots are Lots 1 and 16 through 53. 26 TABLE 8 WALL HEIGHT SUMMARY (feet) Noise Barriers No Greater than 6 Feet in Height Along Required Barriers to Meet Circulation Element City's Exterior Noise Location Roadways Standards Lots 15 & 16 (south pad edge) Lots 17 & 18 (south pad edge) Lot 19 (south and west pad edge) Lots 20 through 53 (west pad edge) Lotl (west pad edge) Lotl (north pad edge) Lot 10 (north and east pad edge) Eastern project boundary 6 6 6 6 6 6 6 8 7 8 8 7 7 6 6 8 Poinsettia Lane 6 3 to 5 (north roadway edge) References Cited California, State of 1983 California Vehicle Noise Emission Levels. Report No. FHWA/CA/T1-84/13. August. California Department of Transportation. Carlsbad, City of 1993 Draft Noise Guidelines Manual. September. 1994 Noise Element. City of Carlsbad General Plan. Federal Highway Administration 1979 Federal Highway Administration Noise Prediction Model. Report No. FHWA- RD-77-108, with California Vehicle Noise Emissions Levels. Washington, D.C. Ledgerwood, Brian 1999 Personal conversations and e-mailed AutoCAD files to David Gottfredson, RECON, February 10, February 18, and February 22. Project Design Consultants. RECON 1997 Noise Technical Report for Poinsettia Shores, City of Carlsbad, California. RECON number 2966N. December 17. San Diego Association of Governments (SANDAG) 1998 Traffic Flow Map, North San Diego County. Swing, Jack W., and Donald B. Pies 1973 Assessment of Noise Environments Around Railroad Operations. Wyle Laboratories, report WCR 73-5. July. Vanderbilt University 1991 STAMINA 2.0/OPTIMA Noise Prediction Program. Version 1.2. Prepared by Bowlby and Associates. Walsh, Joe 1999 Telephone conversation with David Gottfredson, RECON, February 22. Burlington Northern Santa Fe Railway. 28 ATTACHMENTS ATTACHMENT 1 KEY TO FILE CODES ATTACHMENT 1 Meter 274 - Measurements 1,3, and 5 Meter 275 - Measurements 2,4, and 6 CQ W W OS cn 2,CM E-"tu I EJ JW D1 ill ooooooooooooooooooooooooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooooooooooooooooooooooooooooo OOOOOOOOOCDOOOOOOOOOOOOOOOOCDOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOCDOCDOOOOOOOOOOOOOOOOOOO aNt^o^cNjt^r^ONcN^t^^O[^u^r^rorn^^[^uicoT^\oaNOvr>L/)L/iu^^o^^ or^roc^t^t^M^H^ONrnoor^ ^ ^^M ^^^o^ ^O ^LT1 VO \D ^D \D VO VD VO VD \D ^ VD VD ^D \O VD \O r** *-P L/1 ^D \D ^D VD \O \D \D VD \D VO VC* f-- ^ t— *^D rncN^<^rn<^CN^TH^U^COTH^^tH^OunvOU3-Vt^^ro^^tHt^^D\I?fOr^CNro rHCOrHC^^O^O^-^mOCn(^rNJCOC^<J\Ln<^rOC^Lr)<T»a^O\t^COCn\OrHOOCO(^[^- «^j [--- VD C— ^D VO VD ^ "^D VO 'iD VO 'sD ^ ^D ^* ^D VD VO ^D ^D VD ^D VD VO VO ^ f^ Vt> "^D ^O VO r** P** 00 \£> VO r* *<£) ^O ^D **O VD VO **O ^C *J!> C^~ C"" *& r*- VD rHOOOOOOOOOOOOOOHr~OOOOOr-i»HOOOOVDOOOOrHO^OOOOOOOOOOOOOOOOO t^OOOOOOOOOOOOOOO*X>CDOOOOC^-f*-OOOOa\OOOOC--OOOOOOOOOOOOOOOOOOOO CT\ Ol O ff\ O> ^ ^ O rH ,-t C^rH(7\^OOC^^tHm u^co^^^t^T^t^^o OOODCX>OOro rH ^OlOOr^OOOOt^rHCn^<^^rHOt^^^^^^Lnu^ij^ r^LnrO ChO(NOUlrH^MOrn^ ror^ C^a^^^^r^cor^oooocT\r^r^ OOOCOO^ VI3y3 r^ooooooc>oc)Oooooc)OOOO<^oooc^c>ooLriLrioc>ooc>c5c>ooc)C>ooc>c5<r5c>o<zicDOc>c> roooooooooooooooooooooooooooooo^ooooooooooooooooooooooo ^ ^O \£> *& VD ^O \£> ^D VO VI? 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00 CO 00 CO OO CO 00 CO CO OO CO 00 CO 00 CO CO OO OO CO OO CO 00 CO CO 00 CO 00 CO CO 00 OO 00 CO 00 00 OOOCDOOOOOOOOOOOOOOOOCDOOOC5OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOC3OOOOOOOOOOOOOOOOOO oooooooooooooooooooooooooooooooo OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOQOOOOOOOOOOOOOOOOOOOOOOOOOOO oooooooooooooooooooooooooooooooo ooooooooooooooooooooooooooooooo^o ooooooooooooooooooooooooooooooor-or-\ sa,r~ro oooooooooooooooooooooooooooooooo OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO ooooooooooooooooooooooooooooooooOOC>C3OOOOOOCDOOOOOOC5OC?<Z)OC>OOOOOOOOO o\§ A CT\ CT\ O> O^ O^ O> CT\ ^ Ol O^ O^ O\ Ch O^ O> ^ O\ » CT\ CTt O> O^ O4) O> CT\ O^ CT\ O> ^ O> CT\ O^ Ol CT\ O^ 00 OO OO 00 CO CO 00 CO 00 CO OO 00 CO CO CO 00 00 CO 00 00 CO 00 CO CO 00 00 00 CO 00 00 CO CO oooooooooooooooooooooooooooooooo E$ c^oooooooooooooooooooooooooooooooo L:\DRAFT\3132N\MEASURE\METER274\18FEB_ll.bin Sample Period (sec): 5.000 Time History Data Site Location Run Key 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Meas Number 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFebISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb 18Feb ISFeb ISFeb ISFeb ISFeb ISFeb ISFebISFebISFeb ISFeb ISFeb ISFeb ISFeb ISFeb Time Level 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 11: 25:16 25:21 25:26 25:31 25:36 25:41 25:46 25:51 25:56 26:01 26:06 26:11 26:16 26:21 26:26 26:31 26:36 26:41 26:46 26:51 26:56 27:01 27:06 27:11 27:16 27:21 27:26 27:31 27:36 27:41 27:46 27:51 27:56 11:28:01 11: 11: 11: 28:06 28:11 28:16 11:28:21 11: 11: 11: 11: 28:26 28:31 28:36 28:41 11:28:46 11:28:51 11: 11: 11: 11: 11: 28:56 29:01 29:06 29:11 29:16 11:29:21 11:29:26 11:29:31 11: 11: 11: 11: :29:36 :29:41 :29:46 :29:51 11:29:56 11: 11: 11: 11: 11: 11: ;30:01 :30:06 :30:11 :30:16 :30:21 :30:26 11:30:31 11:30:36 11: 11: 11: 11: 11: :30:41 :30:46 :30:51 :30:56 :31 : 01 11:31:06 11:: 31:11 11:31:16 11 71. 66. 64. 65. 60. 58. 57. 55. 56. 67. 67. 60. 56. 53. 55. 52. 53. 57. 57. 48. 47. 51. 56. 60. 57. 66. 63. 65. 69. 71. 56. 53. 50. 52. 53. 54. 54. 54. 64. 61. 53. 60. 68. 61. 64. 56. 54. 59. 61. 60. 56. 54. 68. 70. 65. 68. 57. 3 0 6 7 5 1 8 7 6 2 5 4 1 4 0 3 6 9 7 8 4 2 9 2 4 4 5 5 3 5 4 1 5 5 8 4 1 2 8 6 9 8 5 8 7 4 9 2 8 9 3 9 5 9 6 4 8 56.6 56. 60. 67. 5,7 .1 69.7 64.4 63..7 56.0 55. 53. 52. .4 .4 .7 55.1 53. 62. 70, 61. 64. .5 .4 .2 .8 .7 Lmax 74. 68. 66. 69. 65. 59. 59. 56. 61. 68. 71. 61. 58. 56. 56. 53. 55. 62. 61. 50. 48. 55. 60. 62. 58. 70. 68. 68. 75. 77. 58. 54. 51. 53. 55. 55. 55. 55. 67. 65. 55. 65. 71. 65. 67. 58. 57. 3 5 3 0 2 5 7 8 5 8 2 9 5 0 8 4 2 4 7 9 9 2 0 4 8 6 9 5 2 0 9 8 3 3 4 8 5 8 8 7 9 5 1 2 7 7 0 64.9 65. 62. 58. 58. 71. 73. 8 3 9 .3 .3 .4 70.9 73..0 59.7 59. 57. .3 .4 65.5 71. 71. 70. 66. 58. 56 .4 .8 .7 .4 .5 .9 55.2 55.5 56. 55 69 73 65 68 .2 .3 .0 .5 .8 .3 SEL 78..3 73.0 71. 72, 67 65 64. 62. 63 74 74 67 63 60 62 59 60 64 64 55 54 58 63 67 64 73 70 72 76 78 63 60 57 59 60 61 61 61 71 68 60 67 75 68 71 63 61 66 68 67 63 61 75 77 72 75 64 63 63 67 74 76 71 70 63 62 60 59 62 60 69 77 68 71 .6 .7 .5 .1 .8 .7 .6 .2 .5 .4 .1 .4 .0 .3 .6 .9 .7 .8 .3 .2 .9 .2 .4 .4 .5 .5 .3 .5 .4 .1 .5 .5 .8 .4 .1 .2 .8 .6 .9 .8 .5 .8 .7 .4 .9 .2 .8 .9 .3 .9 .5 .9 .5 .4 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16:16:06 ISFeb 99 16:16:11 18Feb 99 16:16:16 ISFeb 99 16:16:21 ISFeb 99 16:16:26 ISFeb 99 16:16:31 ISFeb 99 16:16:36 ISFeb 99 16:16:41 ISFeb 99 16:16:46 ISFeb 99 16:16:51 ISFeb 99 16:16:56 ISFeb 99 16:17:01 ISFeb 99 16:17:06 ISFeb 99 16:17:11 ISFeb 99 16:17:16 ISFeb 99 16:17:21 ISFeb 99 16:17:26 ISFeb 99 16:17:31 ISFeb 99 16:17:36 ISFeb 99 16:17:41 ISFeb 99 16:17:46 ISFeb 99 16:17:51 ISFeb 99 16:17:56 ISFeb 99 16:18:01 ISFeb 99 16:18:06 ISFeb 99 16:18:11 ISFeb 99 16:18:16 44.5 44.6 44.5 44.8 44.6 44.6 44.7 44.5 44.7 44.6 44.9 44.9 44.8 44.6 44.6 44.6 45.0 44.8 44.7 45.2 44.6 44.7 44.8 44.6 44.6 45.1 45.5 44.8 44.6 44.7 44.9 45.0 44.9 44.9 44.5 44.7 44.7 44.7 44.8 44.7 44.9 45.2 44.9 45.1 45.0 44.9 44.5 44.3 45.2 44.9 44.5 44.8 44.8 44.7 44.8 44.5 45.3 45.0 45.0 45.2 44.5 44.6 44.7 44.6 44.6 44.3 44.7 44.5 44.7 44.4 44.5 48.6 47.9 47.5 48.2 49.8 49.8 49.2 48.4 48.5 48.2 45.3 45.3 45.3 47.3 45.4 45.3 45.6 45.5 46.4 45.0 49.5 46.1 46.0 45.3 45.5 45.4 45.8 45.9 45.8 47.6 46.0 46.3 45.5 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16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 16: 18: 18: 18: 18: 18: 18: 18: 18: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 19: 20: 20: 20: 20: 20: 20: 20: 20: 20: 20: 20: 20: 21: 21: 21: 21: 21: 21: 21: 21: 21: 21: 21: 21: 22: 22: 22: 22: 22: 22: 22: 22: 22: 22: 22: 22: 23: 23: 23: 23: 23: 23: 23: 23: 23: 23: 23: 23: 24: 24: 24: 24: 24: 24: 24: 24: 24: 24: 24: 24: 25: 21 26 31 36 41 46 51 56 01 06 11 16 21 26 31 36 41 46 51 56 01 06 11 16 21 26 31 36 41 46 51 56 01 06 11 16 21 26 31 36 41 46 51 56 01 06 11 16 21 26 31 36 41 46 51 56 01 06 11 16 21 26 31 36 41 46 51 56 01 06 11 16 :21 :26 :31 :36 :41 :46 ;51 ;56 :01 47. 48. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 48. 47. 47. 47. 47. 48. 47. 48. 48. 47. 47. 47. 47. 47. 47. 47. 48. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 47. 46. 45. 45. 45. 45. 45. 45. 45. 45. 45. 44. 45. 45. 45. 44. 45. 44. 45. 44. 44. 44. 44. 44. 44. 44. 45. 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16:23:44 ISFeb 99 16:23:49 ISFeb 99 16:23:54 ISFeb 99 16:23:59 ISFeb 99 16:24:04 ISFeb 99 16:24:09 18Feb 99 16:24:14 ISFeb 99 16:24:19 ISFeb 99 16:24:24 ISFeb 99 16:24:29 ISFeb 99 16:24:34 ISFeb 99 16:24:39 ISFeb 99 16:24:44 ISFeb 99 16:24:49 ISFeb 99 16:24:54 ISFeb 99 16:24:59 ISFeb 99 16:25:04 ISFeb 99 16:25:09 ISFeb 99 16:25:14 ISFeb 99 16:25:19 ISFeb 99 16:25:24 ISFeb 99 16:25:29 ISFeb 99 16:25:34 ISFeb 99 16:25:39 ISFeb 99 16:25:44 ISFeb 99 16:25:49 ISFeb 99 16:25:54 18Feb 99 16:25:59 ISFeb 99 16:26:04 ISFeb 99 16:26:09 ISFeb 99 16:26:14 ISFeb 99 16:26:19 ISFeb 99 16:26:24 ISFeb 99 16:26:29 ISFeb 99 16:26:34 ISFeb 99 16:26:39 ISFeb 99 16:26:44 ISFeb 99 16:26:49 ISFeb 99 16:26:54 ISFeb 99 16:26:59 47.1 47.2 47.4 47.8 47.3 47.3 47.5 48.1 47.4 47.5 47.8 47.6 47.3 47.2 47.3 47.3 47.1 47.3 47.6 48.3 47.0 47.0 47.1 47.4 47.6 47.3 47.2 47.4 47.2 47.6 47.2 45.0 45.2 45.1 45.2 45.3 44.8 44.8 44.9 44.8 44.7 44.8 45.3 45.3 44.7 44.5 44.8 44.6 44.7 44.5 44.7 44.5 44.5 44.5 44.5 44.9 44.5 44.4 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44.3 44.5 44.5 44.7 44.8 44.5 44.6 44.6 44.9 44.4 44.3 44.4 44.2 44.5 44.6 44.4 44.3 44.2 44.6 44.4 44.4 44.5 44.4 44.3 44.3 45.3 45.1 44.6 44.7 44.3 45.1 47.0 44.5 44.5 44.5 44.9 44.4 44.5 44.3 44.3 44.9 44.6 44.5 44.5 44.6 44.2 44.3 44.3 44.3 44.4 44.3 44.5 44.2 44.2 44.6 44.3 44.2 44.2 44.3 44.6 44.5 45 45 48 45 45 45 45 45 45 45 45 45 45 45 45 45 46 45 45 46 45 46 45 46 45 45 45 45 47 45 45 45 44 46 46 45 45 44 45 45 45 45 44 45 44 50 49 45 45 45 50 57 45 46 45 46 45 45 44 45 46 45 45 45 47 44 45 44 45 45 45 45 45 45 46 45 44 44 45 45 45 .1 .3 .6 .0 .0 .0 .1 .7 .0 .7 .1 .2 .1 .0 .0 .0 .1 .5 .3 .0 .2 .2 .2 .1 .6 .9 .5 .6 .3 .0 .0 .1 .8 .6 .5 .1 .1 .8 .3 .1 .1 .3 .8 .2 .8 .6 .2 .7 .6 .0 .2 .1 .6 .0 .3 .9 .0 .5 .9 .0 .3 .3 .5 .2 .1 .8 .0 .9 .1 .3 .5 .5 .2 .1 .5 .0 .8 .7 .0 .8 .7 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 52 52 51 51 51 52 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 .4 .4 .9 .4 .4 .4 .4 .5 .4 .6 .4 .6 .5 .4 .4 .5 .6 .5 .4 .5 .3 .5 .5 .7 .8 .5 .6 .6 .9 .4 .3 .4 .2 .4 .6 .4 .3 .2 .6 .4 .4 .5 .4 .3 .3 .3 .1 .6 .7 .3 .1 .0 .5 .5 .5 .9 .4 .5 .3 .3 .9 .6 .5 .5 .6 .2 .3 .3 .3 .4 .3 .5 .2 .2 .6 .3 .2 .2 .3 .6 .5 TIMEfflST.TXT 02/19/99 1:37 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ISFeb 99 16:33:49 ISFeb 99 16:33:54 ISFeb 99 16:33:59 ISFeb 99 16:34:04 ISFeb 99 16:34:09 ISFeb 99 16:34:14 ISFeb 99 16:34:19 ISFeb 99 16:34:24 ISFeb 99 16:34:29 ISFeb 99 16:34:34 ISFeb 99 16:34:39 ISFeb 99 16:34:44 ISFeb 99 16:34:49 ISFeb 99 16:34:54 ISFeb 99 16:34:59 ISFeb 99 16:35:04 ISFeb 99 16:35:09 ISFeb 99 16:35:14 ISFeb 99 16:35:19 ISFeb 99 16:35:24 ISFeb 99 16:35:29 ISFeb 99 16:35:34 ISFeb 99 16:35:39 ISFeb 99 16:35:44 ISFeb 99 16:35:49 ISFeb 99 16:35:54 ISFeb 99 16:35:59 ISFeb 99 16:36:04 ISFeb 99 16:36:09 18Feb 99 16:36:14 ISFeb 99 16:36:19 18Feb 99 16:36:24 ISFeb 99 16:36:29 ISFeb 99 16:36:34 ISFeb 99 16:36:39 ISFeb 99 16:36:44 ISFeb 99 16:36:49 ISFeb 99 16:36:54 ISFeb 99 16:36:59 ISFeb 99 16:37:04 ISFeb 99 16:37:09 ISFeb 99 16:37:14 ISFeb 99 16:37:19 ISFeb 99 16:37:24 ISFeb 99 16:37:29 ISFeb 99 16:37:34 18Feb 99 16:37:39 ISFeb 99 16:37:44 ISFeb 99 16:37:49 ISFeb 99 16:37:54 ISFeb 99 16:37:59 ISFeb 99 16:38:04 ISFeb 99 16:38:09 ISFeb 99 16:38:14 ISFeb 99 16:38:19 ISFeb 99 16:38:24 ISFeb 99 16:38:29 ISFeb 99 16:38:34 ISFeb 99 16:38:39 ISFeb 99 16:38:44 ISFeb 99 16:38:49 ISFeb 99 16:38:54 ISFeb 99 16:38:59 ISFeb 99 16:39:04 ISFeb 99 16:39:09 ISFeb 99 16:39:14 ISFeb 99 16:39:19 ISFeb 99 16:39:24 18Feb 99 16:39:29 ISFeb 99 16:39:34 18Feb 99 16:39:39 ISFeb 99 16:39:44 ISFeb 99 16:39:49 ISFeb 99 16:39:54 ISFeb 99 16:39:59 ISFeb 99 16:40:04 ISFeb 99 16:40:09 ISFeb 99 16:40:14 ISFeb 99 16:40:19 ISFeb 99 16:40:24 ISFeb 99 16:40:29 44.4 44.4 44.4 44.5 44.4 44.7 44.8 44.6 44.4 44.5 44.5 44.5 44.5 44.3 44.5 44.4 44.5 44.7 45.0 44.4 44.4 45.4 44.8 45.2 45.1 44.5 44.3 44.4 44.6 44.3 44.4 44.5 44.4 44.5 44.5 45.4 44.5 44.5 44.5 44.5 44.6 44.4 44.4 44.6 44.3 44.4 44.5 44.5 44.5 44.4 44.3 44.5 44.3 44.5 44.5 44.5 44.2 44.2 44.3 44.4 44.4 44.3 44.3 44.8 44.5 46.3 44.4 44.4 44.7 44.3 44.1 44.4 44.8 44.6 44.3 44.1 44.3 44.3 44.3 44.3 44.3 45.1 45.6 45.2 46.0 45.2 45.6 45.7 45.2 ' 45.0 45.2 45.5 45.2 45.0 45.0 45.1 45.4 46.0 46.2 46.8 46.0 46.2 46.2 46.1 47.9 46.4 45.2 45.0 45.6 45.5 45.2 44.9 45.4 44.9 45.4 45.1 48.5 46.4 45.1 45.2 45.2 45.2 45.2 45.1 45.5 45.0 45.1 45.5 45.1 45.4 44.9 45.1 45.6 45.0 45.3 45.2 45.0 44.7 44.7 44.7 45.0 45.0 45.4 44.9 46.0 50.6 54.0 45.5 45.5 46.2 45.2 44.6 45.1 45.6 45.4 44.9 44.7 45.2 45.1 45.2 44.9 44.9 51.4 51.4 51.4 51.4 51.4 51.7 51.8 51.6 51.4 51.5 51.4 51.5 51.4 51.3 51.4 51.4 51.5 51.7 52.0 51.4 51.4 52.4 51.8 52.2 52.1 51.5 51.3 51.4 51.6 51.3 51.4 51.5 51.4 51.5 51.5 52.4 51.5 51.5 51.5 51.5 51.6 51.4 51.4 51.6 51.3 51.4 51.5 51.5 51.5 51.4 51.3 51.5 51.3 51.4 51.4 51.5 51.2 51.2 51.3 51.4 51.4 51.3 51.3 51.8 51.5 53.3 51.4 51.4 51.7 51.3 51.1 51.4 51.8 51.6 51.3 51.1 51.3 51.3 51.3 51.3 51.3 TIMEfflST.TXT 02/19/99 1:37 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18Feb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb ISFeb 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 :40 :40 :40 :40 :40 :40 :41 :41 :41 :41 :41 :41 :41 :41 :41 :41 :41 :41 :42 :42 :42 :42 :42 :34 :39 :44 :49 :54 :59 :04 :09 :14 :19 :24 :29 :34 :39 :44 :49 :54 :59 :04 :09 :14 :19 :24 44 44 44 44 44 44 46 45 45 44 44 44 44 44 44 44 44 45 44 44 44 44 44 .3 .5 .4 .4 .5 .6 .4 .0 .8 .5 .3 .4 .6 .4 .6 .7 .5 .2 .5 .5 .7 .5 .5 44. 45. 45. 45. 45. 46. 50. 46. 48. 45. 44. 45. 45. 45. 45. 45. 45. 48. 46. 45. 47. 45. 45. 7 4 7 4 6 4 1 4 5 1 9 0 5 4 6 6 6 2 0 1 6 2 5 51 51 51 51 51 51 53 52 52 51 51 51 51 51 51 51 51 52 51 51 51 51 51 .3 .5 .4 .4 .5 .6 .4 .0 .8 .4 .3 .4 .6 .4 .6 .7 .5 .2 .5 .5 .7 .5 .4 TIMEfflST.TXT 02/19/99 1:37 PM ATTACHMENT 2 KEY TO FILE CODES ATTACHMENT 2 *.STA - STAMINA output file MEA12 - Noise measurements 1 and 2 MEA34 - Noise measurements 3 and 4 STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Pacific Shores North - measurement data - Locations 1 and 2 EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558.7 6234511.3 6234459.8 6234409.4 6234346.4 6234296.6 6234240.9 6234185.9 6234130.2 VEHICLES/HOUR 0. 0. 0. 351. 3. 0., (~innpnTNArPF'Q Y 1982314.3 1982447.2 1982598.0 1982746.2 1982924.4 1983068.2 1983230.0 1983387.0 1983548.9 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 GRADE 1 1 1 1 1 1 1 0 0 MEA12.STA 3/10/99 2:36 PM 1011 12 13 14 6234074.2 1983708.6 6234018.5 1983867.7 6233971.2 1984004.1 6233916.5 1984165.3 6233851.1 1984355.7 67, 66.66.65. 65.1 OROADWAY Southbound Carlsbad Blvd 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 1 2 3 4 5 6 7 8 9 10 OROADWAY 4 1 2 3 4 5 6 7 8 9 10 VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234493.4 6234446.0 6234394.5 6234344.0 6234281.0 6234231.3 6234175.6 6234120.6 6234064.9 6234008.9 6233953.2 6233905.8 6233851.2 6233785.7 VEHICLES/HOUR 0. 0. 0. 423. 12. 0. Y 1982291.7 1982424.6 1982575.3 1982723.6 1982901.8 1983045.5 1983207.4 1983364.4 1983526.2 1983686.0 1983845.0 1983981.5 1984142.6 1984333.0 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 67.3 66.6 66.2 65.7 65.1 GRADE 0 0 0 0 0 0 0 1 1 1 I I 1 1 Westbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235171.4 6235076.7 6235019.0 6234973.3 6234935.1 6234901.2 6234862.8 6234821.9 6234666.1 6234536.1 VEHICLES/HOUR 0. 0. 0. 122. S. 2. Y 1982506.7 1982488.0 1982477.7 1982470.8 1982464.5 1982459.3 1982452.1 1982445.2 1982409.0 1982379.9 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.8 GRADE 0 0 0 0 0 0 0 0 0 0 Eastbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235177.7 6235090.6 6235033.5 6234987.4 6234947.4 6234914.4 6234875.1 6234823.8 6234674.3 6234550.0 VEHICLES/HOUR 0. 0. 0. 122. 5. 2. Y 1982490.2 1982471.2 1982457.4 1982445.1 1982434.5 1982425.6 1982415.1 1982402.1 1982367.5 1982338.4 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.5 GRADE 1 1 1 1 1 1 1 1 1 1 MEA12.STA 3/10/99 2:36 PM BARRIER TYPE (A)Poinsettia Road Edge 1 23 4 5 6 7 8 9 10 X 6235180 6235110 6235047 6234996 6234957 6234922 6234888 6234849 6234796 6234653 .2 .9 .8 .6 .2 .0 .9 .5 .7 .1 -UUIMJ-tiNtt Y 1982561 1982548 1982530 1982513 1982506 1982499 1982492 1982484 1982471 1982437 iriis — .7 .4 .0 .5 .8 .6 .4 .7 .9 .8 Z 77 76 76 74 7270 68 66 64 62 .0 .0 .0 .0 .0.0 .0 .0 .0 .0 ZO 77 76 76 74 72 70 68 66 64 62 .0 .0.0 .0 .0 .0 .0 .0 .0 .0 DELZ .0 Measurements 1 and 2 COORDINATES- X Y 6234470.5 1982783.7 6234611.9 1982832.0 Z 65.7 63.9 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .5 .5 2 * .5 .5 3 * .5 .5 4 * .5 .5 SHIELDING FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * 2 * 3 * 4 *1 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER 1 LEQ(H) 62.2 L10 65.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 1.0 DBA 10 12 13 40.8 46.6 56.0 57.8 46.4 41.5 37.5 34.7 32.3 30.4 28.2 27.5 26.£ 123 10 12 13 41.6 46.6 52.2 53.3 46.4 42.3 38.5 35.8 33.5 31.6 29.4 28.7 28.112345678925.3 24.1 23.8 23.6 23.6 24.7 25.5 32.6 32.912345678924.7 24.2 24.4 24.6 24.7 25.5 26.6 31.6 31.6 RECEIVER 2 LEQ(H) 55.5 L10 58.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 39.4 43.5 46.9 47.8 43.3 40.1 36.7 34.3 32.0 30.2 28.0 27.4 26.7 MEA12.STA 3/10/99 2:36 PM 2 123456789 10 11 12 13 39.8 43.2 45.5 46.4 43.0 40.5 37.5 35.2 33.1 31.3 29.1 28.6 27.9 3 123456789 27.0 25.9 25.5 25.3 25.1 26.1 26.8 33.1 32.1 4 123456789 26.4 25.9 25.9 26.0 26.0 26.6 27.6 32.0 31.0 MEA12.STA 3/10/99 2:36 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Pacific Shores North - measurement data - Locations 1 and 2 EMISSION LEVELS: Calveno Levels (trucks>30mph) 0PROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS--CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558.7 623-4511.3 6234459.8 6234409.4 6234346.4 6234296.6 6234240.9 6234185.9 6234130.2 VEHICLES/HOUR 0. 0. 0. 381. 6. 0. Y 1982314.3 1982447.2 1982598.0 1982746.2 1982924.4 1983068.2 1983230.0 1983387.0 1983548.9 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 GRADE 1 1 1 1 1 1 1 0 0 MEA34.STA 3/10/99 2:35 PM 1011 12 13 14 6234074.2 1983708.6 6234018.5 1983867.7 6233971.2 1984004.1 6233916.5 1984165.3 6233851.1 1984355.7 67.3 66.6 66.2 65.7 65.1 OROADWAY Southbound Carlsbad Blvd 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 1 2 3 4 5 61 8 9 10 OROADWAY 4 1 2 3 4 5 61 8 9 10 VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234493.4 6234446.0 6234394.5 6234344.0 6234281.0 6234231.3 6234175.6 6234120.6 6234064.9 6234008.9 6233953.2 6233905.8 6233851.2 6233785.7 VEHICLES/HOUR 0. 0. 0. 387. 12. 0. rrvrvR HTM a "PT? c Y 1982291.7 1982424.6 1982575.3 1982723.6 1982901.8 1983045.5 1983207.4 1983364.4 1983526.2 1983686.0 1983845.0 1983981.5 1984142.6 1984333.0 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 67.3 66.6 66.2 65.7 65.1 GRADE 0 0 0 0 0 0 0 1 1 1 1 1 1 1 Westbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235171.4 6235076.7 6235019.0 6234973.3 6234935.1 6234901.2 6234862.8 6234821.9 6234666.1 6234536.1 VEHICLES/HOUR 0. 0. 0. 122. 5. 2.r*n np n T KI n TT o Y 1982506.7 1982488.0 1982477.7 1982470.8 1982464.5 1982459.3 1982452.1 1982445.2 1982409.0 1982379.9 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.8 GRADE 0 0 0 0 0 0 0 0 0 0 Eastbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235177.7 6235090.6 6235033.5 6234987.4 6234947.4 6234914.4 6234875.1 6234823.8 6234674.3 6234550.0 VEHICLES/HOUR 0. 0. 0. 122. 5. 2.p nnp n T M & TT? c Y 1982490.2 1982471.2 1982457.4 1982445.1 1982434.5 1982425.6 1982415.1 1982402.1 1982367.5 1982338.4 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.5 GRADE 1 1 1 1 1 1 1 1 1 1 MEA34.STA 3/10/99 2:35 PM BARRIER TYPE(A)Poinsettia Road Edge 1 2 3 4 5 6 7 8 9 10 X 6235180 6235110 6235047 6234996 6234957 6234922 6234888 6234849 6234796 6234653 .2 .9 .8 .6 .2 .0 .9 .5 .7 .1 ^WUn.L-'-LiMrt. Y 1982561 1982548 1982530 1982513 1982506 1982499 1982492 1982484 1982471 1982437 .7 .4 .0 .5 .8 .6 .4 .7 .9 .8 Z 77. 76. 76. 74. 72. 70. 68. 66. 64. 62. 0 0 0 0 0 0 0 0 0 0 zo 77 76 76 74 72 70 68 66 64 62 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 DELZ .0 Measurements 1 and 2 COORDINATES- X Y 6234212.8 1983524.4 6234352.4 1983578.6 Z 71.0 71.9 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .5 .5 2 * .5 .5 3 * .5 .5 4 * .5 .5 SHIELDING FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * 2 * 3 * 4 * 1 .0 .0 .0 .0 RECEIVER 3 .0 .0 .0 .0 LEQ(H) 62.5 L10 65.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 8 1.0 DBA 10 12 13 29.1 31.2 33.0 36.4 38.5 43.1 49.7 59.3 54.2 45.3 39.9 37.4 35.2 123 10 12 13 29.5 31.6 33.4 36.6 38.6 42.9 48.2 53.4 50.9 44.9 40.0 37.6 35.5 123456789 17.8 16.0 15.1 14.5 14.1 14.8 15.3 21.4 20.9 123456789 17.3 16.3 15.9 15.7 15.4 15.8 16.6 20.9 20.3 RECEIVER 4 LEQ(H) 55.7 L10 58.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 28.9 30.9 32.7 35.8 37.6 41.4 45.3 48.4 47.1 43.1 39.0 36.9 34.9 MEA34.STA 3/10/99 2:35 PM 2 123456789 10 11 12 13 29.2 31.2 32.8 35.9 37.4 40.8 43.8 45.9 45.1 42.2 38.6 36.8 35.0 3 123456789 18.2 16.3 15.3 14.8 14.3 15.0 15.5 21.4 20.7 4 123456789 17.7 16.6 16.1 15.9 15.6 16.0 16.7 20.9 20.1 MEA34.STA 3/10/99 2:35 PM ATTACHMENT 3 KEY TO FILE CODES ATTACHMENT 3 *.STA *.OPT CONTOUR CONTOUR2 CONTURW CONTURW2 STAMINA output file OPTIMA output file Future traffic conditions, no constructed sound barriers, first-floor receivers Future traffic conditions, no constructed sound barriers, second-floor receivers Future traffic conditions, with constructed sound barriers, first-floor receivers Future traffic conditions, with constructed sound barriers, second- floor receivers TABLE 3-1 CORRELATION BETWEEN FIGURE 6 AND 9 RECEIVER NUMBERS AND COMPUTER FILE NUMBERS Figure 6 and 9 Receiver Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Computer File Receiver Number 1 2 3 4 5 11 14 17 20 23 27 30 31 32 NA NA NA NA NA = railroad noise receiver not modeled with STAMINA/OPTIMA STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Pacific Shores North - Contour receivers EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS —CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT--CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT—CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558 6234511 6234459 6234409 6234346 6234296 6234240 6234185 6234130 .7 .3 .8 .4 .4 .6 .9 .9 .2 VEHICLES/HOUR r*nrvRnTNFA\j\J\Jf\UJLCtn Y 1982314 1982447 1982598 1982746 1982924 1983068 1983230 1983387 1983548 0. 0. 0. 764. 28. 10. T'FC — .3 .2 .0 .2 .4 .2 .0 .0 .9 SPEED Z 61 62 63 65 66 67 68 68 67 30. 30. 30. 48. 48. 48. .3 .3 .6 .0 .5 .3 .1 .3 .9 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 0 0 CONTOUR.STA 3/10/99 2:40 PM 1011 12 13 14 OROADWAY 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 1 2 3 4 5 6 7 8 9 10 OROADWAY 4 1 2 3 4 5 6 7 8 9 10 6234074.2 1983708.6 6234018.5 1983867.7 6233971.2 1984004.1 6233916.5 1984165.3 6233851.1 1984355.7 Southbound Carlsbad Blvd VEHICLE TYPE VEHICLES /HOUR CARS 0 . HT 0. MT 0. VEH4 764. VEH5 28. VEH6 10. f* f\f\& Fl T M S T1!? C X Y 6234493.4 1982291.7 6234446.0 1982424.6 6234394.5 1982575.3 6234344.0 1982723.6 6234281.0 1982901.8 6234231.3 1983045.5 6234175.6 1983207.4 6234120.6 1983364.4 6234064.9 1983526.2 6234008.9 1983686.0 6233953.2 1983845.0 6233905.8 1983981.5 6233851.2 1984142.6 6233785.7 1984333.0 Westbound Poinsettia Lane VEHICLE TYPE VEHICLES/HOUR CARS 0 . HT 0. MT 0. VEH4 397. VEH5 15. VEH6 5 . — pnnpnTNUT'P'c X Y 6235171.4 1982506.7 6235076.7 1982488.0 6235019.0 1982477.7 6234973.3 1982470.8 6234935.1 1982464.5 6234901.2 1982459.3 6234862.8 1982452.1 6234821.9 1982445.2 6234666.1 1982409.0 6234536.1 1982379.9 Eastbound Poinsettia Lane VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 397. VEH5 15. VEH6 5. r'nm?nTNirrTJ'C— X Y 6235177.7 1982490.2 6235090.6 1982471.2 6235033.5 1982457.4 6234987.4 1982445.1 6234947.4 1982434.5 6234914.4 1982425.6 6234875.1 1982415.1 6234823.8 1982402.1 6234674.3 1982367.5 6234550.0 1982338.4 67.3 66.6 66.2 65.7 65.1 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 67.3 66.6 66.2 65.7 65.1 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.8 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.5 0 0 0 0 0 GRADE 0 0 0 0 0 0 0 1 1 1 1 1 1 1 GRADE 0 0 0 0 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 1 1 1 CONTOUR.STA 3/10/99 2:40 PM BARRIER TYPE(A)Poinsettia Road Edge 1 2 3 4 5 6 7 8 9 10 X 6235180. 6235110. 6235047. 6234996. 6234957. 6234922. 6234888. 6234849. 6234796. 6234653. Y 2 9 8 6 2 0 9 5 7 1 1982561 1982548 1982530 1982513 1982506 1982499 1982492 1982484 1982471 1982437 .7 .4 .0 .5 .8 .6 .4 .7 .9 .8 Z 77. 76. 76. 74. 72. 70. 68. 66. 64. 62. 0 0 0 0 0 0 0 0 0 0 ZO 77. 76. 76. 74. 72. 70. 68. 66. 64. 62. 0 0 0 0 0 0 0 0 0 0 DELZ .0 BARRIER TYPE(A)Pad edge COORDINATES X Y Z ZO DELZ 6234805.9 1982515.9 62.4 62.4 .0 6234726.0 1982497.2 61.4 61.4 6234650.1 1982479.5 62.3 62.3 6234628.5 1982474.6 62.3 62.3 6234595.6 1982569.0 62.3 62.3 BARRIER TYPE(A)Pad edge (cont. 6 7 8 9 10 11 12 13 14 15 1 BARRIER 15 16 17 18 19 20 21 22 23 24 1 BARRIER 24 25 26 27 28 1 BARRIER 29 30 31 32 33 >-uunuj.iNAiri& X Y 6234619.8 1982602.5 6234587.6 1982593.8 6234578.9 1982617.9 6234551.8 1982695.9 6234524.5 1982774.4 6234498.7 1982848.8 6234472.0 1982925.5 6234445.9 1983000.2 6234420.8 1983073.9 6234394.4 1983149.9 4 TYPE (A) Pad edge fTlfYD P\T NI i TTG X Y 6234394.4 1983149.9 6234368.3 1983224.6 6234341.6 1983301.6 6234321.9 1983357.6 6234301.0 1983417.5 6234275.6 1983490.9 6234249.2 1983567.2 6234223.4 1983642.2 6234190.6 1983735.6 6234170.9 1983792.6 5 TYPE (A) Pad edge r1 nm? HT H a TV c X Y 6234170.9 1983792.6 6234142.6 1983873.8 6234129.4 1983911.8 6234141.6 1983912.7 6234169.3 1983912.1 6 TYPE (A) Pad edge X Y 6234129.7 1983988.1 6234103.9 1983986.8 6234072.7 1984077.6 6234153.5 1984076.9 6234216.3 1984076.3 Z 59.7 59.7 59.7 58.8 60.1 61.6 63.0 64.5 65.9 67.4 ( cont . ) Z 67.4 68.9 70.4 70.7 70.2 69.0 67.866.6 65.4 66.0 ( cont . ) Z 66.0 67.2 67.2 67.2 67.2 ( cont . ) Z 69.4 69.4 69.4 69.4 68.9 ZO DELZ 59.7 .0 59.7 59.7 58.8 60.1 61.6 63.0 64.5 65.9 67.4 ZO DELZ 67.4 .0 68.9 70.4 70.7 70.2 69.0 67.8 66.6 65.4 66.0 ZO DELZ 66.0 .0 67.2 67.2 67.2 67.2 ZO DELZ 69.4 .0 69.4 69.4 69.4 68.9 P 0 P 0 P 0 P 0 CONTOUR.STA 3/10/99 2:40 PM Contour receivers 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 1 ». X 6234962.5 6234886.0 6234809.6 6234728.6 6234655.6 6234605.1 6234706.7 6234796.1 6234871.0 6234951.8 6234545.6 6234623.2 6234751.8 6234439.7 6234524.5 6234654.6 6234320.2 6234407.5 6234526.0 6234190.4 6234266.9 6234386.96234140.06234191.1 6234231.96234378.8 6234107.3 6234181.8 6234303.4 6234079.7 6234145.7 6234184.1 6234304.6 ALPHA FACTORS - RECEIVER 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 4 * .0 .0 .0 .0 1 SHIELDING 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 4 * .0 , .0 .0 .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 FACTORS - .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 _uvji\uj.nrt ± r.a Y Z 1982557.4 69.8 1982539.5 68.6 1982521.6 67.4 1982502.9 66.4 1982485.9 67.3 1982558.5 67.3 1982580.3 66.4 1982598.2 67.4 1982614.5 68.6 1982631.6 69.8 1982729.9 64.4 1982754.8 64.4 1982795.6 64.2 1983034.9 70.2 1983059.0 70.2 1983098.2 70.1 1983379.0 75.7 1983404.0 75.7 1983444.8 75.7 1983752.7 70.4 1983779.3 70.4 1983819.3 70.4 1983898.0 72.2 1983910.2 72.2 1983919.9 72.2 1983918.4 71.8 1983992.0 74.4 1983992.2 74.4 1983990.2 72.8 1984072.1 74.4 1984071.4 74.4 1984069.9 74.4 1984069.1 72.8 ACROSS, ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0.0 .0 .0 .0 .0 ACROSS, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 CONTOUR.STA 3/10/99 2:40 PM RECEIVER LEQ(H) L10 1 59.2 62.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 46.7 46.3 46.8 46.8 42.7 40.6 38.1 36.1 34.6 33.5 32.1 32.1 31.92 123456789 10 11 12 1345.7 44.4 46.0 46.2 42.6 40.5 38.2 36.2 34.6 33.3 31.8 31.8 31.7 3 123456789 43.5 45.5 47.3 46.4 44.6 42.9 41.3 44.0 39.8 4 123456789 41.9 43.3 44.2 43.7 42.6 41.5 40.4 41.7 37.81 RECEIVER LEQ(H) L10 2 60.5 64.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1348.5 47.6 48.3 47.7 43.4 41.1 38.5 36.4 34.9 33.6 32.1 32.1 31.92 123456789 10 11 12 13 47.3 45.8 47.0 46.9 43.5 41.2 38.9 36.6 34.9 33.7 31.9 31.8 31.7 3 123456789 41.0 42.9 45.0 46.3 47.3 47.8 46.5 48.0 41.84 123456789 39.8 41.3 43.4 44.8 45.6 45.6 45.0 45.5 40.9 1 RECEIVER LEQ(H) L10 3 61.7 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 50.8 49.1 49.8 48.8 44.4 41.8 38.9 36.8 35.1 33.8 32.0 32.0 31.9 2 123456789 10 11 12 13 49.4 47.4 48.1 47.3 44.6 42.2 39.5 37.1 35.3 33.9 32.2 32.0 31.6 3 123456789 39.0 40.5 41.7 42.8 44.4 46.9 48.8 52.2 44.6 4 123456789 38.2 40.1 42.0 43.6 44.8 46.1 47.4 49.3 43.7 RECEIVER LEQ(H) L10 4 62.9 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTOUR.STA 3/10/99 2:40 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 54.2 51.8 50.9 49.2 46.3 42.9 40.0 37.6 35.6 34.2 32.4 32.2 31.8 2 123456789 10 11 12 13 52.4 49.8 48.6 48.5 45.2 44.0 40.7 38.2 36.2 34.5 32.5 32.3 32.0 3 123456789 38.0 38.4 39.3 39.9 40.8 43.0 45.1 54.5 49.2 4 123456789 37.6 39.0 40.0 41.2 42.2 43.4 45.5 51.0 46.7 1 RECEIVER LEQ(H) L10 5 65.7 68.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 57.9 57.9 53.6 49.9 46.7 45.1 43.2 41.8 39.8 37.5 34.6 34.0 33.2 2 123456789 10 11 12 13 55.0 55.2 52.4 50.0 45.7 44.4 43.0 41.7 40.3 38.8 36.8 36.1 35.2 3 123456789 37.8 37.9 38.4 38.7 39.0 40.3 41.7 54.0 54.1 4 123456789 37.8 38.6 39.2 39.8 40.3 41.4 43.4 51.7 51.3 1 RECEIVER LEQ(H) L10 6 66.2 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 56.8 60.3 56.8 52.6 48.1 46.3 44.1 42.5 41.1 39.8 38.1 37.9 37.6 2 123456789 10 11 12 13 54.6 56.8 54.7 51.8 47.8 46.0 44.0 42.5 41.0 39.8 38.0 37.8 37.6 3 123456789 35.6 35.4 35.7 36.2 36.2 37.5 38.4 47.5 49.6 4 123456789 35.2 35.8 36.9 37.4 37.8 38.4 39.8 45.7 47.6 1 RECEIVER LEQ(H) L10 7 62.1 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 50.5 53.3 53.4 51.1 46.5 43.3 40.2 37.9 36.0 34.6 CONTOUR.STA 3/10/99 2:40 PM 2 11 3 4 1 RECEIVER 8 ROADWAY ROADWAY 1 11 2 11 3 4 1 32. 1 8 12 48 32 37 36 - i .i . 8 9 S 1 32 . 2 5 32 3 1 4 5 6 7 8 9 10 13 50 32 37 37 • 2 2 . 7 7 0 3 LEQ(H) 60.4 51 32 37 38 3 3. 8 50.2 46.9 44.0 40.9 38.5 36.5 34.8 4 456789 4 37.9 38.5 39.8 41.3 48.4 45.4 456789 3 39.1 39.5 40.6 41.8 46.2 43.9 L10 63 SEGMENT SOUND •6 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 48 32 • i 0 5 12 46 32 39 37 RECEIVER 9 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 10 ROADWAY ROADWAY 1 11 • i i . 4 6 2 7 2 3 4 5 6 7 8 9 10 13 50 32 2 4 5 50 32 3 5 49.6 44.9 42.3 39.4 37.3 35.6 34.2 3 4 5 6 7 8 9 10 13 48 32 39 39 • 2 2 5 3 2 3 LEQ(H) 59.4 49 32 39 40 3 3 0 48.9 44.9 42.4 39.6 37.4 35.7 34.3 0 456789 6 40.1 40.6 42.0 42.8 47.5 43.1 456789 1 41.0 41.4 42.1 42.8 45.5 41.9 L10 62 SEGMENT SOUND •8 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 46 32 • 1 3 6 12 45 32 40 39 1 . 1 . 0 3 7 0 2 3 4 5 6 7 8 9 10 13 48 32 2 4 5 48 32 - 3 8 48.5 44.0 41.7 39.0 37.0 35.3 34.1 3 4 5 6 7 8 9 10 13 46 32 41 40 2 2. 9 2 1 3 LEQ(H) 58.3 47 32 41 41 • 3. 3 . 3 47.7 43.9 41.6 39.0 37.0 35.3 34.0 1 456789 5 41.7 41.7 42.2 42.0 45.6 41.3 456789 7 42.1 42.4 42.3 42.2 44.0 40.3 L10 61 SEGMENT SOUND -7 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 44. 32. 2 11 8 5 2 3 4 5 6 7 8 9 10 13 46. 32 1 12 43.7 2 7 5 47 32 •3 47.3 43.2 41.0 38.7 36.5 35.0 34.0 2 3456789 10 13 45.5 45.9 46.5 42.8 40.9 38.5 36.5 35.0 33.7 CONTOTJR.STA 3/10/99 2:40 PM 32.2 32.2 32.1 3 123456789 43.2 42.9 42.5 41.7 40.7 40.6 39.9 43.3 39.3 4 123456789 40.5 41.4 41.3 41.0 40.3 39.5 39.2 41.4 38.6 1 RECEIVER LEQIH) L10 11 66.3 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 51.5 56.4 60.3 58.0 51.8 49.0 46.3 44.4 42.6 40.0 37.3 36.4 35.5 2 123456789 10 11 12 13 50.7 54.5 56.7 55.7 51.0 48.6 46.1 44.2 42.5 41.1 39.3 38.9 37.8 3 123456789 34.1 32.9 32.7 32.7 32.6 33.5 34.3 41.3 43.3 4 123456789 33.3 33.3 33.7 34.0 34.1 34.9 35.6 40.0 42.1 RECEIVER LEQ(H) L10 12 63.2 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 RECEIVER 13 ROADWAY ROADWAY 1 11 2 11 3 4 1 12 47. 33. 1 12 47. 34. 1 34. 1 33. 8 9 5 1 9 9 2 13 54. 33. 2 13 52. 33. 2 33. 2 34. 2 4 4 7 8 2 LEQ(H) 59 .1 3 56. 33. 3 53. 33. 3 33. 3 34. 4 5 6 7 8 9 10 2 55.0 48.4 45.1 41.6 39.3 37.5 36.0 0 4 5 6 7 8 9 10 7 53.0 47.9 44.8 41.4 39.4 37.4 35.9 2 456789 5 33.4 33.4 34.3 34.9 41.5 40.4 456789 4 34.7 35.1 35.3 36.2 40.3 38.8 L10 62.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 44. 33. 1 12 43. 33. 1 36. 1 35. 6 8 7 4 3 2 13 49. 33. 2 13 47. 33. 2 35. 0 7 4 3 3 51. 33. 3 48. 33. 4 5 6 7 8 9 10 0 50.2 45.9 43.6 40.7 38.7 36.7 35.4 4 4 5 6 7 8 9 10 6 48.3 45.0 42.8 40.2 38.4 36.8 35.2 1 34567891 2 1 35.4 34.7 34.4 34.2 35.1 35.3 41.0 38.8 3456789 35.5 35.7 35.7 36.1 36.3 39.8 37.5 CONTOUR.STA 3/10/99 2:40 PM RECEIVER LEQ(H) L10 14 66.4 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 45.6 48.5 51.6 57.5 60.2 57.2 52.1 48.8 46.2 44.1 41.4 39.7 38.1 2 123456789 10 11 12 1345.4 48.1 50.9 55.4 56.6 55.1 51.3 48.4 45.9 44.0 41.8 41.2 40.6 3 12345678931.0 29.5 28.9 28.5 28.3 29.0 29.3 35.7 37.2 4 12345678930.5 30.0 29.9 30.0 30.1 30.2 30.9 34.8 36.6 1 RECEIVER LEQ(H) L10 15 62.0 65.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1343.6 46.4 49.5 53.8 54.3 51.9 47.1 43.4 40.8 38.8 36.6 36.1 35.6 2 123456789 10 11 12 1343.1 45.9 48.3 51.9 51.7 50.2 46.5 43.3 40.6 38.7 36.5 35.9 35.4 3 12345678931.6 30.0 29.3 28.9 28.5 29.3 29.6 35.9 35.64 12345678931.0-30.4 30.3 30.4 30.4 30.6 31.1 35.0 34.71 RECEIVER LEQ(H) L10 16 58.6 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1342.5 45.6 47.3 49.5 48.7 47.8 44.7 42.1 40.1 38.5 36.6 36.2 35.42 123456789 10 11 12 1342.4 44.4 45.8 47.7 47.0 46.4 43.7 41.6 39.6 38.1 36.2 35.8 35.4 3 123456789 32.2 30.6 29.6 29.2 28.8 29.5 29.6 35.7 34.5 4 12345678931.7 31.0 30.6 30.7 30.6 30.9 31.1 34.8 33.7 RECEIVER LEQ(H) L10 17 66.5 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTOUR.STA 3/10/99 2:40 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 41.6 43.6 45.4 48.7 51.0 56.0 60.4 58.1 52.8 49.1 46.0 44.7 43.5 2 123456789 10 11 12 13 41.5 43.5 45.1 48.4 50.3 54.3 56.9 55.6 51.9 48.7 45.7 44.6 43.5 3 123456789 28.2 26.4 25.6 25.1 24.7 25.4 25.6 31.8 32.1 4 123456789 27.6 26.9 26.7 26.7 26.7 26.9 27.3 31.1 31.3 1 RECEIVER LEQ(H) LlO 18 60.9 64.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 RECEIVER 19 1234 12 13 38.4 40.2 41.9 45.1 42.7 41.7 40.1 1234 12 13 37.9 39.8 41.3 44.3 42.2 41.2 40.3 1234 28.5 26.6 25.8 25.3 1234 27.9 27.2 26.9 26.9 LEQ(H) LlO 58.2 61.3 5 6 7 8 9 10 46.9 50.4 52.6 51.6 48.4 45.5 5 6 7 8 9 10 45.7 49.0 50.6 50.0 47.6 45.2 56789 24.9 25.5 25.7 31.9 31.4 56789 26.8 27.0 27.4 31.2 30.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1338.8 40.4 41.7 44.2 45.1 47.1 48.1 47.9 46.2 44.3 41.9 40.3 38.42 123456789 10 11 12 13 38.2 39.9 41.1 43.4 43.8 45.4 46.2 46.0 45.0 43.6 41.5 40.5 38.6 3 123456789 28.8 26.8 25.9 25.3 24.9 25.6 25.6 31.8 31.1 4 123456789 28.2 27.4 27.1 26.8 27.0 27.1 27.4 31.1 30.4 1 RECEIVER LEQ(H) LlO 20 66.4 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 CONTOUR.STA 3/10/99 2:40 PM 36.2 38.5 40.6 43.8 44.6 47.3 50.0 54.2 59.5 59.6 2 11 3 4 1 RECEIVER 21 ROADWAY ROADWAY 1 11 2 11 3 4 1 54. 1 0 12 38 52 25 25 • 1 . 1 5 7 6 1 50. 2 8 48. 3 3 4 5 6 7 8 9 10 13 40 50 23 24 - 2 2 . 1 2 7 3 LEQ(H) 61 SEGMENT .6 41 48 22 24 3 3 . 3 43.6 44.4 47.0 49.5 53.0 56.4 56.5 0 456789 8 22.2 21.8 22.4 22.6 28.7 27.1 456789 0 23.9 23.8 24.0 24.4 28.1 26.5 LlO 64 SOUND •9 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 33 49 • 1 5 3 12 33 48 25 25 RECEIVER 22 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 23 ROADWAY ROADWAY 1 11 1 . 1 3 3 8 3 2 3 4 5 6 7 8 9 10 13 35 45 2 0 6 36 43 • 3 1 38.5 39.5 42.3 45.5 50.0 54.4 54.1 1 4 5 6 7 8 9 10 13 34 45 23 24 2 . 2 . 9 1 8 4 LEQ(H) 58.4 36 42 22 24 3 . 3 . 1 38.5 39.4 42.1 45.2 49.2 52.0 51.8 8 456789 8 22.2 21.8 22.4 22.7 28.7 26.4 456789 0 23.9 23.9 24.0 24.4 28.1 25.8 LlO 61 SEGMENT SOUND •5 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 33 46 • i 7 3 12 33 44 26 25 • i , i . 3 6 0 4 2 3 4 5 6 7 8 9 10 13 35 47 2 1 0 36 42 3 1 38.3 38.8 41.2 43.8 47.0 49.3 49.0 0 4 5 6 7 8 9 10 1334 46 23 24 2 2 . 8 5 9 5 LEQ(H) 66.3 35 41 23 24 • 3 3 . 8 37.9 38.5 40.9 43.0 46.0 47.6 47.4 5 456789 0 22.3 21.9 22.6 22.6 28.7 27.4 456789 1 23.9 24.0 24.2 24.4 28.2 26.9 LlO 69 SEGMENT SOUND 3 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 37 58. 2 11 1 9 2 3 4 5 6 7 8 9 10 13 39 54 1 12 • 2 1 7 40 50. 3 1 42.3 42.9 45.2 47.3 50.4 54.6 59.8 9 4 5 6 7 8 9 10 13 CONTOUR.STA 3/10/99 2:40 PM 37.6 39.1 40.1 42.3 42.8 45.1 47.1 49.9 53.3 56.5 55.8 53.4 50.43 12345678924.8 22.8 21.9 21.3 20.8 21.5 21.7 27.8 27.4 4 123456789 24.3 23.4 23.0 23.0 22.9 23.1 23.4 27.2 27.0 1 RECEIVER LEQ(H) L1024 63.5 66.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 32.6 34.1 35.2 37.7 38.9 42.1 45.4 48.7 52.4 55.6 55.4 53.3 45.7 2 123456789 10 11 12 13 32.7 34.4 35.7 38.4 39.8 43.0 45.4 48.2 51.3 53.5 52.9 52.2 48.4 3 123456789 24.9 22.9 21.9 21.3 20.9 21.5 21.7 27.8 25.1 4 123456789 24.4 23.5 23.1 23.0 23.0 23.1 23.5 27.2 24.6 RECEIVER LEQ(H) L10 25 61.6 64.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 32 54 1 5 0 12 32 51 25 24 RECEIVER 26 • i i 5 6 0 5 2 3 4 5 6 7 8 9 10 13 34 50 2 0 8 35 45 .0 .2 3 37.3 38.1 40.8 43.9 47.8 50.8 52.8 4 5 6 7 8 9 10 13 34 50 22 23 2 2 0 9 9 5 LEQ(H) 58.2 35 44 21 23 .0 .5 3 .9 3 .1 37.5 38.5 41.3 44.5 47.1 49.3 50.7 '456789 21.4 20.9 21.5 21.8 27.8 25.5 456789 23.1 23.0 23.1 23.5 27.3 25.0 L10 61 .3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 33.1 34.5 35.4 37.4 37.8 40.1 42.7 45.7 48.1 48.3 49.6 45.7 43.12 123456789 10 11 12 13 32.7 34.1 35.0 37.1 37.6 39.9 42.1 45.0 46.6 46.8 47.6 46.3 42.4 3 123456789 25.4 23.3 22.4 21.6 21.4 22.0 21.9 28.1 26.8 4 123456789 CONTOUR.STA 3/10/99 2:40 PM 24.9 23.9 23.6 23.4 23.4 23.4 23.8 27.5 26.4 1 RECEIVER LEQ(H) L10 27 66.2 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 37.0 38.5 39.4 41.5 42.0 44.1 46.0 48.6 52.0 56.8 60.0 57.9 53.2 2 123456789 10 11 12 13 37.0 38.4 39.4 41.5 41.9 44.0 45.8 48.2 51.2 54.8 56.4 55.5 52.3 3 12345678924.3 22.3 21.3 20.7 20.3 20.9 21.1 27.2 27.44 12345678923.8 22.9 22.4 22.4 22.3 22.5 22.9 26.6 27.01 RECEIVER LEQ(H) L10 28 62.8 65.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 32.1 55.8 1 12 32.4 53.5 1 24.51 2 13 33. 51. 2 1333. 50. 2 22. 2 6 7 9 2 4 3 34.7 47.6 3 35.4 47.1 3 21.5 3 4 37.2 4 38.2 420.9 4 5 38.5 5 39.9 520.45 6 41.7 6 42.4 6 21.1 6 7 44.4 7 44.4 7 21.3 7 8 47.1 8 46.8 8 27.3 8 9 49.9 9 49.8 924.89 10 54.8 10 53.2 24.0 23.1 22.6 22.6 22.5 22.7 23.0 26.8 24.3 1 RECEIVER LEQ(H) L10 29 59.1 62.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 32.4 33.8 34.7 36.7 37.2 39.6 42.3 45.5 47.8 49.2 51.8 46.9 45.0 2 123456789 10 11 12 13 32.2 33.5 34.5 36.6 37.2 39.6 42.2 45.0 46.6 47.9 50.5 45.5 44.13 123456789 24.8 22.8 21.8 21.2 20.7 21.4 21.4 27.6 26.14 12345678924.3 23.4 23.0 22.8 22.8 23.0 23.4 27.0 25.6 RECEIVER LEQ(H) L10 30 66.1 69.1 CONTOUR.STA 3/10/99 2:40 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 34.1 35.9 37.4 40.5 41.3 43.2 44.9 47.3 50.1 54.1 58.4 60.1 55.5 2 123456789 10 11 12 13 36.5 37.9 38.8 40.8 41.2 43.1 44.8 47.0 49.6 52.9 55.5 56.8 54.1 3 123456789 23.9 21.7 20.8 20.3 19.8 20.4 20.6 26.7 25.3 4 123456789 23.4 22.3 22.0 22.0 21.9 22.0 22.4 26.1 24.9 1 RECEIVER LEQ(H) L10 31 62.3 65.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 31. 53. 1 12 32. 51. 1 24. 1 7 0 3 0 0 2 13 33.2 54.7 2 13 34.0 52.0 2 22.0 2 3 34.3 53.8 3 35.4 52.5 3 21.0 3 4 37.0 4 37.9 4 20.4 4 5 38.3 5 38.6 5 20.0 5 6 40.9 6 40.8 6 20.6 6 7 42.7 7 42.5 7 20.8 7 8 44.8 8 45.9 8 26.9 8 9 49.1 9 47.3 9 24.1 9 10 50.3 10 49.3 23.5 22.6 22.2 22.1 22.0 22.2 22.6 26.3 23.7 1 RECEIVER LEQ(H) L10 32 61.4 64.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.6 33.0 34.0 36.3 37.1 40.1 42.8 44.9 47.2 52.2 51.3 52.8 52.8 2 123456789 10 11 12 13 31.7 33.2 34.3 37.0 38.2 40.9 42.5 44.4 48.0 49.9 49.1 49.9 51.6 3 123456789 24.2 22.1 21.1 20.5 20.0 20.7 20.9 26.9 24.5 4 123456789 23.6 22.7 22.3 22.2 22.1 22.3 22.7 26.4 24.0 1 RECEIVER LEQ(H) L10 33 59.2 62.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 CONTOUR.STA 3/10/99 2:40 PM 11 12 13 32.0 33.3 34.2 36.1 36.5 38.8 41.3 44.3 46.1 49.1 49.5 49.4 50.4 2 123456789 10 11 12 13 31.7 33.0 33.9 36.0 36.5 38.8 41.3 43.6 45.0 48.4 47.7 47.0 49.4 3 123456789 24.5 22.4 21.4 20.6 20.4 21.0 21.0 27.2 25.6 4 123456789 24.0 23.0 22.6 22.4 22.5 22.5 22.8 26.6 25.2 CONTOUR.STA 3/10/99 2:40 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Pacific Shores North - Contour receivers EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT—CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558 6234511 6234459 6234409 6234346 6234296 6234240 6234185 6234130 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. . r> t~\r\o r\T KI TV mi? c Y .7 .3 .8 .4 .4 .6 .9 .9 .2 1982314 1982447 1982598 1982746 1982924 •1983068 1983230 1983387 1983548 .3 .2 .0 .2 .4 .2 .0 .0 .9 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61 62 63 65 66 67 68 68 67 .3 .3 .6 .0 .5 .3 .1 .3 .9 GRADE 1 1 1 1 1 1 1 0 0 CONTOUR2.STA 3/10/99 2:40 PM 1011 12 13 14 OROADWAY 2 Au 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 i 2 3 4 5 6 7 8 9 10 OROADWAY 4 1 2 3 4 5 6 7 8 9 10 6234074.2 6234018.5 6233971.2 6233916.5 6233851.1 1983708.6 1983867.7 1984004.1 1984165.3 1984355.7 67.3 0 66.6 0 66.2 0 65.7 0 65.1 0 Southbound Carlsbad Blvd VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234493.4 6234446.0 6234394.5 6234344.0 6234281.0 6234231.3 6234175.6 6234120.6 6234064.9 6234008.9 6233953.2 6233905.8 6233851.2 6233785.7 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. Y 1982291.7 1982424.6 1982575.3 1982723.6 1982901.8 1983045.5 1983207.4 1983364.4 1983526.2 1983686.0 1983845.0 1983981.5 1984142.6 1984333.0 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z GRADE 61.3 0 62.3 0 63.6 0 65.0 0 66.5 0 67.3 0 68.1 0 68.3 1 67.9 1 67.3 1 66.6 1 66.2 1 65.7 1 65.1 1 Westbound Polnsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235171.4 6235076.7 6235019.0 6234973.3 6234935.1 6234901.2 6234862.8 6234821.9 6234666.1 6234536.1 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. Y 1982506.7 1982488.0 1982477.7 1982470.8 1982464.5 1982459.3 1982452.1 1982445.2 1982409.0 1982379.9 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z GRADE 77.0 0 76.0 0 74.0 0 72.0 0 70.0 0 68.0 0 66.0 0 64.0 0 62.0 0 61.8 0 Eastbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEHB VEH6 X 6235177.7 6235090.6 6235033.5 6234987.4 6234947.4 6234914.4 6234875.1 6234823.8 6234674.3 6234550.0 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. Y 1982490.2 1982471.2 1982457.4 1982445.1 1982434.5 1982425.6 1982415.1 1982402.1 1982367.5 1982338.4 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z GRADE 77.0 1 76.0 1 74.0 1 72.0 1 70.0 1 68.0 1 66.0 1 64.0 1 62.0 1 61.5 1 CONTOUR2.STA 3/10/99 2:40 PM BARRIER TYPE(A)Poinsettia Road Edge 1 2 3 4 5 6 7 8 9 10 X 6235180 6235110 6235047 6234996 6234957 6234922 6234888 6234849 6234796 6234653 — i. .2 .9 .8 .6 .2 .0 .9 .5 .7 .1 -uunuo-WA Y 1982561 1982548 1982530 1982513 1982506 1982499 1982492 1982484 1982471 1982437 ICi£> .7 .4 .0 .5 .8 .6 .4 .7 .9 .8 Z 77. 76. 76. 74. 72. 70. 68. 66. 64. 62. 0 0 0 0 0 0 0 0 0 0 ZO 77. 76. 76. 74. 72. 70. 68. 66. 64. 62. 0 0 0 0 0 0 0 0 0 0 DELZ .0 BARRIER TYPE (A)Pad edge X 6234805 6234726 6234650 6234628 — v. .9 .0 .1 .5 -wun.uj.iNft Y 1982515 1982497 1982479 1982474 ir*a — .9 .2 .5 .6 Z 62 61 62 62 .4 .4 .3 .3 ZO 62 61 62 62 .4 .4 .3 .3 6234595.6 1982569.0 62.3 62.3 DELZ .0 BARRIER TYPE (A)Pad edge (cont.) 6 7 8 9 10 11 12 13 14 15 1 BARRIER 15 1617 18 19 20 21 22 23 24 1 BARRIER 24 25 26 27 28 1 BARRIER 29 30 31 32 33 UUUJ\.U.LIN/VI JL;: X Y 6234619.8 1982602.5 6234587.6 1982593.8 6234578.9 1982617.9 6234551.8 1982695.9 6234524.5 1982774.4 6234498.7 1982848.8 6234472.0 1982925.5 6234445.9 1983000.2 6234420.8 1983073.9 6234394.4 1983149.9 4 TYPE (A) Pad r*nrvBnTWArPi?c X Y 6234394.4 1983149.9 6234368.3 1983224.66234341.6 1983301.6 6234321.9 1983357.6 6234301.0 1983417.5 6234275.6 1983490.9 6234249.2 1983567.2 6234223.4 1983642.2 6234190.6 1983735.6 6234170.9 1983792.6 5 TYPE (A) Pad pnn'RnTNiiTP'* X Y 6234170.9 1983792.6 6234142.6 1983873.8 6234129.4 1983911.8 6234141.6 1983912.7 6234169.3 1983912.1 6 TYPE (A) Pad _ (TinpnTMafTTci< X Y 6234129.7 1983988.1 6234103.9 1983986.8 6234072.7 1984077.6 6234153.5 1984076.9 6234216.3 1984076.3 Z 59.7 59.7 59.7 58.8 60.1 61.6 63.064.565.967.4 edge ( cont . ) * _ Z67.4 68.9 70.4 70.7 70.2 69.0 67.8 66.6 65.4 66.0 edge ( cont . ) Z66.0 67.2 67.2 67.2 67.2 edge ( cont . ) Z69.469.469.4 69.468.9 ZO DELZ 59.7 .0 59.7 59.7 58.860.161.663.0 64.5 65.9 67.4 ZO DELZ 67.4 .0 68.970.4 70.7 70.2 69.0 67.8 66.6 65.4 66.0 ZO DELZ 66.0 .0 67.2 67.267.267.2 ZO DELZ 69.4 .0 69.4 69.4 69.468.9 P 0 P 0 P 0 P 0 CONTOUR2.STA 3/10/99 2:40 PM Contour receivers 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 1 X Y Z 6234962.5 1982557.4 79.8 6234886.0 1982539.5 78.6 6234809.6 1982521.6 77.4 6234728.6 1982502.9 76.4 6234655.6 1982485.9 77.3 6234605.1 1982558.5 77.3 6234706.7 1982580.3 76.4 6234796.1 1982598.2 77.4 6234871.0 1982614.5 78.6 6234951.8 1982631.6 79.8 6234545.6 1982729.9 74.4 6234623.2 1982754.8 74.4 6234751.8 1982795.6 74.2 6234439.7 1983034.9 80.2 6234524.5 1983059.0 80.2 6234654.6 1983098.2 80.1 6234320.2 1983379.0 85.7 6234407.5 1983404.0 85.7 6234526.0 1983444.8 85.7 6234190.4 1983752.7 80.4 6234266.9 1983779.3 80.4 6234386.9 1983819.3 80.4 6234140.0 1983898.0 82.2 6234191.1 1983910.2 82.2 6234231.9 1983919.9 82.2 6234378.8 1983918.4 81.8 6234107.3 1983992.0 84.4 6234181.8 1983992.2 84.4 6234303.4 1983990.2 82.8 6234079.7 1984072.1 84.4 6234145.7 1984071.4 84.4 6234184.1 1984069.9 84.4 6234304.6 1984069.1 82.8 ALPHA FACTORS - RECEIVER 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 4 * .0 .0 .0 .0 1 SHIELDING 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 4 * .0 .0 .0 .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 FACTORS - .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 CONTOUR2.STA 3/10/99 2:40 PM RECEIVER LEQ(H) L10 1 61.9 65.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 48.6 47.5 47.8 47.0 44.3 42.1 39.1 37.0 34.9 33.8 32.4 32.5 32.3 2 123456789 10 11 12 13 47.4 46.6 46.8 46.3 43.9 42.8 39.9 37.7 35.2 33.6 32.0 32.0 32.1 3 123456789 47.3 49.0 50.4 49.5 47.6 45.8 44.0 46.5 42.1 4 123456789 46.5 48.2 49.5 48.9 47.7 46.8 45.4 46.5 42.2 1 RECEIVER LEQ(H) L102 62.9 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 50.2 49.5 49.0 47.9 45.1 43.1 39.9 37.5 35.3 33.9 32.4 32.4 32.4 2 123456789 10 11 12 13 48.8 49.1 48.0 47.2 44.6 43.6 41.2 38.5 35.9 34.1 32.2 32.1 32.0 3 123456789 44.2 46.3 47.9 49.2 50.2 50.6 49.4 50.8 44.6 4 123456789 43.9 45.8 47.2 48.2 48.6 48.7 48.5 49.2 44.0 I RECEIVER LEQ(H) L10 3 63.6 66.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 52.2 52.4 50.4 48.8 45.6 44.2 41.0 38.5 35.9 34.2 32.4 32.3 32.2 2 123456789 10 11 12 13 50.5 50.7 49.3 48.1 45.2 44.1 42.3 40.0 37.2 34.9 32.7 32.3 31.9 3 12345678942.6 43.3 44.4 45.4 46.9 49.4 51.3 54.6 47.1 4 123456789 42.4 43.1 44.2 45.5 46.5 47.9 49.5 51.7 46.3 RECEIVER LEQ(H) L104 64.6 67.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTOUR2.STA 3/10/99 2:40 PM ROADWAY SEGMENT 1 11 2 11 3 4 1 RECEIVER 5 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 6 ROADWAY ROADWAY 1 11 2 11 3 4 1 1 12 54 33 • i 8 1 12 52 34 41 40 • i . i. 6 6 0 6 2 13 54 32 • 2 9 5 52 32 3 • 3 4 5 6 7 8 9 10 1 49.8 46.3 44.8 42.9 40.7 37.9 35.4 1 4 5 6 7 8 9 10 13 52 33 40 40 2 f 2 8 8 8 9 LEQ(H) 65.9 50 33 41 41 3 f 3 8 49.1 45.9 44.6 42.8 41.5 40.2 37.7 0 456789 4 41.9 43.0 45.2 47.5 56.4 50.6 456789 6 42.6 43.4 45.0 47.4 53.1 49.0 L10 68 SEGMENT SOUND •9 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 57 37i 9 5 12 55 37 39 39 • i. i . 0 5 6 1 2 3 4 5 6 7 8 9 10 13 57 37 • 2 9 4 53 37 3 6 50.6 46.7 45.1 43.2 41.8 40.4 39.2 1 4 5 6 7 8 9 10 13 55 37 39 39 2 2 . 2 3 0 2 LEQ(H) 66 .2 52 37 39 39 • 3. 3 4 50.0 46.4 44.9 43.0 41.7 40.3 39.2 1 456789 3 39.7 40.1 42.1 44.0 55.2 54.3 456789 6 40.5 41.1 42.5 44.8 52.3 51.4 L10 69 SEGMENT SOUND 2 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 56 38i 8 1 12 54 38 36 36 RECEIVER 7 ROADWAY ROADWAY 1 11 i ,i 6 0 7 9 2 3 4 5 6 7 8 9 10 13 60 37 2 3 9 56 37 • 3 7 52.6 48.1 46.3 44.1 42.5 41.1 39.8 6 4 5 6 7 8 9 10 13 56 37 37 37 2 . 2 7 8 0 7 LEQ(H) 63 .6 54 37 37 38 3 . 3 7 51.8 47.8 46.0 44.0 42.5 41.0 39.8 6 456789 6 38.0 38.0 39.1 39.8 49.1 50.0 456789 3 38.7 39.1 40.0 41.9 48.0 47.9 L10 66 SEGMENT SOUND •4 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 53.7 2 3 4 5 6 7 8 9 10 13 55.4 53 4 51.1 47.3 45.7 43.7 40.6 37.9 35.5 CONTOUR2.STA 3/10/99 2:40 PM 33.3 32.9 32.5 2 123456789 10 11 12 1351.9 53.1 51.8 50.2 46.9 45.4 43.5 42.1 40.3 37.4 34.6 33.9 33.1 3 123456789 38.1 38.3 39.0 39.6 40.1 41.4 42.7 49.9 47.7 4 12345678937.7 38.9 40.4 41.0 41.2 42.6 44.0 48.9 46.5 1 RECEIVER LEQ(H) L10 8 62.0 64.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 51.4 52.5 51.2 49.7 46.5 44.9 41.4 38.7 36.2 34.5 32.8 32.7 32.7 2 123456789 10 11 12 13 49.9 50.8 49.8 48.9 45.9 44.8 43.0 39.9 37.4 35.1 33.0 32.6 32.3 3 12345678940.0 40.2 41.1 41.7 42.2 43.6 44.1 49.0 45.0 4 123456789 39.3 40.4 41.6 42.8 43.0 44.1 45.2 48.3 44.3 RECEIVER LEQ(H) L10 9 60.8 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 49.0 49.8 49.6 48.7 45.8 43.7 40.3 38.1 35.6 34.4 32.8 32.9 32.8 2 123456789 10 11 12 13 48.1 49.2 48.4 47.8 45.2 44.2 41.2 38.8 36.2 34.4 32.6 32.5 32.4 3 123456789 41.7 41.9 42.8 43.1 43.1 43.6 43.3 46.9 42.9 4 123456789 40.9 41.7 42.8 43.4 43.5 43.6 43.8 46.2 42.3 1 RECEIVER LEQ(H) L10 10 5915 62.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1347.1 47.8 48.1 47.6 44.9 42.5 39.6 37.2 35.3 34.3 32.9 33.1 32.6 2 123456789 10 11 12 13 46.3 46.9 47.1 46.8 44.4 43.2 40.2 37.9 35.5 34.0 CONTOUR2.STA 3/10/99 2:40 PM 32.5 32.5 32.5 3 4 1 RECEIVER 11 ROADWAY ROADWAY 1 11 2 11 3 4 1 1 43. 1 42. 8 7 2 43. 2 43. 7 43 3 . 3 2 LEQ(H) 66 SEGMENT .3 43 . 456789 3 42.5 41.5 41.3 40.5 44.2 40.6 456789 2 42.9 42.4 41.7 41.3 43.5 40.5 L10 69 SOUND •3 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 51. 39. 1 12 SO. 39. 1 34. 1 33. 4 3 7 3 2 7 2 13 56. 39. 2 13 54. 38. 2 33. 2 33. 4 0 5 9 3 7 RECEIVER LEQ(H) 12 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 13 ROADWAY ROADWAY 1 11 2 11 3 4 63.9 60 38 56 38 33 34 3 • 3 3 3 . 4 5 6 7 8 9 10 3 58.0 51.8 49.0 46.3 44.4 42.6 41.1 6 4 5 6 7 8 9 10 7 55.7 51.0 48.6 46.1 44.2 42.5 41.1 5 456789 4 33.6 33.3 34.1 34.7 41.9 43.4 456789 2 34.8 34.8 35.4 36.2 40.7 42.3 L10 66 SEGMENT SOUND 6 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 50. 34. 1 12 49. 35. 1 35. 1 34. 4 5 6 4 1 5 2 13 54. 33. 2 13 52. 34. 2 34. 2 34. 2 9 4 5 1 4 LEQ(H) 60 .8 56 33 53 33 34 34 3 • 3 • 3 . 3 . 4 5 6 7 8 9 10 2 55.3 50.8 48.5 45.6 42.1 39.1 36.8 5 4 5 6 7 8 9 10 7 53.4 49.9 48.0 45.6 44.0 40.8 37.9 8 456789 0 34.0 34.0 34.9 35.3 42.0 41.7 456789 8 35.2 35.5 35.8 36.7 40.9 40.3 L10 63 SEGMENT SOUND 5 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 12 46. 34. 1 12 46. 33. 1 36. 1 35. 3 1 5 9 2 13 51. 34. 2 13 49. 33. 0 0 6 7 51 33 50 33 2 5 8 35. 2 35. 3 35 3 3 4 5 67 8 9 10 8 51.8 48.7 45.5 42.1 39.3 37.2 35.8 8 4 5 6 7 8 9 10 2 50.4 47.9 45.9 42.4 39.7 37.3 35.7 4 3456789 0 34.7 34.5 35.4 35.5 41.3 39.3 3456789 6 35 7 35.8 35.9 36.3 36.6 40.2 38.4 CONTOUR2.STA 3/10/99 2:40 PM RECEIVER LEQ(H) L10 14 66.4 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 45.6 48.5 51.6 57.5 60.2 57.2 52.1 48.8 46.2 41.9 41.3 40.6 2 123456789 11 12 13 45.4 48.1 50.8 55.4 56.6 55.1 51.3 48.4 45.9 41.8 41.2 40.6 3 123456789 31.1 29.7 29.2 28.9 28.6 29.3 29.5 36.0 37.4 4 123456789 30.6 30.1 30.2 30.3 30.3 30.5 31.2 35.2 36.8 1 RECEIVER LEQ(H) L10 15 63.9 66.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 45.4 48.0 50.7 55.0 55.8 54.4 50.9 46.9 42.7 37.6 37.2 36.8 2 123456789 11 12 13 45.0 47.5 49.8 53.2 53.4 52.6 50.0 47.7 44.6 38.0 37.1 36.5 3 123456789 31.7 30.1 29.5 29.1 28.8 29.6 29.7 36.1 36.8 4 123456789 31.1 30.5 30.5 30.6 30.6 30.8 31.3 35.3 36.0 1 RECEIVER LEQ(H) L10 16 60.9 63.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 44.6 47.0 48.9 51.7 51.5 50.4 46.3 43.3 40.9 38.0 37.7 36.2 2 123456789 11 12 13 44.3 46.4 48.0 50.3 49.9 49.7 46.6 43.3 40.5 37.1 36.9 36.7 3 123456789 32.4 30.7 29.8 29.4 29.0 29.7 29.7 35.9 35.3 4 123456789 31.8 31.0 30.7 30.8 30.8 31.0 31.3 35.1 34.3 1 RECEIVER LEQ(H) L10 17 66.5 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 10 44.1 10 44.0 1.0 DBA 10 39.9 10 41.1 1.0 DBA 10 39.5 10 38.9 1.0 DBA CONTOUR2.STA 3/10/99 2:40 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 41.6 43.6 45.4 48.7 51.0 56.0 60.3 58.0 52.8 49.1 46.0 44.7 43.5 2 123456789 10 11 12 13 41.5 43.5 45.1 48.4 50.3 54.3 56.8 55.6 51.9 48.7 45.7 44.6 43.5 3 123456789 28.3 26.5 25.8 25.3 24.9 25.6 25.7 32.0 33.3 4 123456789 27.7 27.0 26.8 26.8 26.8 27.0 27.5 31.3 32.8 1 RECEIVER LEQ(H) L10 18 64.0 66.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 41.5 43.5 45.1 48.3 50.1 53.8 56.0 54.8 51.4 48.4 45.5 44.4 43.3 2 123456789 10 11 12 13 41.4 43.3 44.8 47.8 49.3 52.2 53.6 52.9 50.4 47.9 45.2 44.2 43.2 3 123456789 28.6 26.7 26.0 25.4 25.0 25.7 25.8 32.0 32.9 4 123456789 28.0 27.3 27.0 27.0 26.9 27.1 27.5 31.4 32.3 1 RECEIVER LEQ(H) L10 19 60.8 63.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 41.2 43.1 44.3 46.7 47.3 48.9 49.7 49.8 48.6 46.9 44.3 41.9 39.8 2 123456789 10 11 12 13 41.0 42.8 44.2 46.8 47.1 48.6 49.3 49.3 48.6 46.8 44.5 43.4 41.0 3 123456789 28.9 26.9 26.0 25.5 25.1 25.8 25.7 31.9 32.0 4 123456789 28.3 27.4 27.1 26.9 27.1 27.2 27.5 31.3 31.3 1 RECEIVER LEQ(H) L10 20 66.4 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 CONTOUR2.STA 3/10/99 2:40 PM 38.6 40.2 41.3 43.7 44.6 47.3 50.0 54.2 59.4 59.6 54.0 50.8 48.2 2 123456789 10 11 12 13 38.5 40.1 41.3 43.6 44.4 47.0 49.5 53.0 56.4 56.4 52.7 50.2 48.0 3 123456789 25.7 23.7 22.9 22.3 21.9 22.5 22.7 28.8 29.7 4 123456789 25.2 24.3 24.0 23.9 23.9 24.0 24.4 28.2 29.2 1 RECEIVER LEQ(H) L10 21 64.0 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 12 3456789 10 11 12 13 34.2 35.6 36.8 39.7 41.9 46.1 49.4 52.7 55.9 56.0 52.4 50.0 47.0 2 123456789 10 11 12 13 34.1 35.9 37.6 41.4 44.2 46.5 48.7 51.5 53.7 53.7 51.1 49.3 47.4 3 123456789 25.8 23.8 22.9 22.3 21.9 22.5 22.7 28.8 27.3 4 123456789 25.3 24.4 24.0 24.0 23.9 24.1 24.5 28.3 26.9 RECEIVER LEQ(H) L1022 60.7 63.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 34.9 36.2 37.0 39.0 39.4 42.3 45.5 49.7 52.1 52.1 48.1 47.3 42.9 2 123456789 10 11 12 13 34.2 35.5 36.4 38.5 39.4 42.8 46.1 49.3 50.6 50.5 48.0 47.1 42.7 3 123456789 26.0 23.9 23.0 22.4 21.9 22.6 22.6 28.8 28.1 4 123456789 25.5 24.5 24.2 23.9 24.1 24.2 24.5 28.2 27.6 1 RECEIVER LEQ(H) L1023 66.3 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1337.6 39.1 40.1 42.3 42.9 45.2 47.3 50.4 54.6 59.7 58.8 54.7 50.9 2 123456789 10 11 12 13 CONTOUR2.STA 3/10/99 2:40 PM 37.6 39.1 40.1 42.3 42.8 45.1 47.1 49.9 53.3 56.5 55.7 53.3 50.4 3 123456789 24.9 22.8 22.0 21.4 20.9 21.5 21.7 27.9 28.8 4 123456789 24.3 23.4 23.0 23.0 22.9 23.1 23.5 27.3 28.5 1 RECEIVER LEQ(H) L10 24 64.7 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 33.5 35.9 37.9 41.7 42.9 45.1 47.2 50.2 53.7 57.2 56.2 53.5 50.5 2 123456789 10 11 12 13 36.4 38.9 40.0 42.2 42.8 44.9 46.9 49.5 52.4 54.7 53.8 52.2 49.8 3 123456789 25.0 22.9 22.0 21.4 21.0 21.6 21.8 27.9 25.8 4 123456789 24.4 23.5 23.1 23.1 23.0 23.2 23.5 27.3 25.4 RECEIVER LEQ(H) L10 25 63.5 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 33. 54. 1 12 33. 52. 1 25. 1 1 6 3 5 0 2 13 34.5 52.2 2 13 35.2 51.3 2 23.0 2 35 48 37 49 22 3 3 3 3 7 3 1 4 0 4 38.7 4 41.2 4 21.5 4 5 6 40.5 44.6 5 6 42.7 44.8 5 6 21.0 21.6 5 6 7 8 47.0 49.8 7 8 46.7 49.1 7 8 21.8 27.9 7 8 9 53.0 9 51.6 9 26.3 9 10 55.6 10 53.4 24.5 23.6 23.2 23.1 23.0 23.2 23.6 27.4 25.9 1 RECEIVER LEQ(H) L10 26 60.1 62.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 34.3 35.5 36.2 38.0 38.4 41.2 44.3 48.3 50.8 50.8 50.0 46.7 44.9 2 123456789 10 11 12 13 33.5 34.8 35.6 37.6 38.5 41.8 44.8 48.0 49.5 50.1 48.6 47.0 44.0 3 123456789 25.5 23.4 22.4 21.7 21.4 22.0 22.0 28.2 27.5 4 123456789 CONTOUR2.STA 3/10/99 2:40 PM 25.0 24.0 23.6 23.5 23.5 23.5 23.8 27.6 27.0 1 RECEIVER LEQ(H) LlO 27 66.2 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 37.0 38.5 39.4 41.5 42.0 44.1 46.0 48.6 51.9 56.7 59.9 57.9 53.2 2 123456789 10 11 12 13 37.0 38.4 39.4 41.5 41.9 44.0 45.8 48.2 51.2 54.7 56.3 55.5 52.3 3 123456789 24.3 22.3 21.3 20.8 20.4 21.0 21.2 27.3 28.2 4 123456789 23.8 22.9 22.5 22.5 22.4 22.6 22.9 26.7 27.9 1 RECEIVER LEQ(H) LlO 28 64.1 66.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 32 56 • 1 9 2 12 35 53 24 24 RECEIVER 29 i. i • 5 6 6 0 2 3 456789 10 13 34 54 2 8 9 36 51 • 3 8 40.7 42.1 44.2 46.0 48.6 51.6 8 456789 55.2 10 13 37 53 22 23 2. 2 7 1 5 1 LEQ(H) 61.2 39 50 21 22 3. 3 • 5 41.5 42.0 44.0 45.7 48.1 50.6 9 456789 5 21.0 20.5 21.1 21.3 27.4 25.6 456789 7 22.7 22.6 22.7 23.1 26.9 25.2 53.3 LlO 63 .9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 33.3 34.5 35.3 37.2 38.0 41.3 44.5 48.2 50.6 52.5 51.9 48.7 49.2 2 123456789 10 11 12 1332.7 34.0 35.0 37.5 39.1 42.5 45.5 47.5 49.5 50.9 50.5 48.5 47.7 3 123456789 24.9 22.8 21.9 21.2 20.8 21.5 21.5 27.7 26.8 4 123456789 24.4 23.4 23.1 22.8 22.8 23.1 23.4 27.1 26.4 RECEIVER LEQ(H) LlO 30 66.1 69.1 CONTOUR2.STA 3/10/99 2:40 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 36.6 37.9 38.9 40.9 41.3 43.2 44.9 47.3 50.1 54.1 58.3 60.1 55.4 2 123456789 10 11 12 13 36.5 37.9 38.8 40.8 41.2 43.1 44.8 47.0 49.6 52.9 55.5 56.7 54.1 3 123456789 23.9 21.8 20.9 20.3 19.9 20.5 20.7 26.8 27.8 4 123456789 23.4 22.4 22.0 22.0 21.9 22.1 22.5 26.2 27.5 1 RECEIVER LEQ(H) L10 31 64.2 67.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 33. 56. 1 1236. 53. 1 24. 1 1 1 6 6 1 2 13 35.2 56.7 2 13 37.9 54.3 2 22.0 2 3 37. 53.3 38. 52. 3 21. 3 1 8 9 5 0 4 5 41.0 41.4 4 5 40.9 41.2 4 5 20.5 20.0 4 5 6 43.3 6 43.2 6 20.6 6 7 45.0 7 44.7 7 20.8 7 8 47.3 8 47.0 8 26.9 8 9 50.0 9 49.4 9 24.8 9 10 53.5 10 52.1 23.6 22.6 22.2 22.2 22.1 22.2 22.6 26.4 24.41 RECEIVER LEQ(H) LlO 32 63.3 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 32.1 33.6 35.0 38.3 40.1 43.4 45.0 47.3 49.9 53.1 54.8 55.2 52.8 2 123456789 10 11 12 13 33.2 35.5 37.4 40.9 41.3 43.2 44.8 46.9 49.2 51.6 52.7 53.2 51.6 3 123456789 24.2 22.1 21.1 20.6 20.1 20.7 20.9 27.0 25.2 4 123456789 23.7 22.7 22.3 22.3 22.2 22.3 22.8 26.5 24.8 1 RECEIVER LEQ(H) LlO 33 60.4 63.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 CONTOUR2.STA 3/10/99 2:40 PM 11 12 13 32.7 33.9 34.7 36.5 37.1 40.3 43.2 46.9 48.9 50.5 50.1 50.1 50.4 2 123456789 10 11 12 13 32.2 33.5 34.3 36.7 38.1 41.2 44.3 46.5 48.3 49.8 48.7 48.7 49.4 3 123456789 24.5 22.4 21.5 20.7 20.5 21.0 21.0 27.2 26.3 4 123456789 24.0 23.0 22.6 22.4 22.5 22.5 22.9 26.7 25.8 CONTOUR2.STA 3/10/99 2:40 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Pacific Shores North - Contour receivers EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT--CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558.7 6234511.3 6234459.8 6234409.4 6234346.4 6234296.6 6234240.9 6234185.9 6234130.2 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. r*nnp nTWA T^F Q Y 1982314.3 1982447.2 1982598.0 1982746.2 1982924.4 1983068.2 1983230.0 1983387.0 1983548.9 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 GRADE 1 1 1 1 1 1 1 0 0 CONTURW.STA 3/10/99 2:45 PM 1011 1213 14 OROADWAY 2 Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 1 2 3 4 5 6 7 8 9 10 OROADWAY 4 Q 1 2 3 4 5 67 8 9 10 6234074.2 6234018.5 6233971.2 6233916.5 6233851.1 1983708.6 1983867.7 1984004.1 1984165.3 1984355.7 67.3 66.6 66.2 65.7 65.1 0 0 0 0 0 Southbound Carlsbad Blvd VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234493.4 6234446.0 6234394.5 6234344.0 6234281.0 6234231.3 6234175.6 6234120.6 6234064.9 6234008.9 6233953.2 6233905.8 6233851.2 6233785.7 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. Y 1982291.7 1982424.6 1982575.3 1982723.6 1982901.8 1983045.5 1983207.4 1983364.4 1983526.2 1983686.0 1983845.0 1983981.5 1984142.6 1984333.0 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 67.3 66.6 66.2 65.7 65.1 GRADE 0 0 0 0 0 0 0 1 1 1 1 1 1 1 Westbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235171.4 6235076.7 6235019.0 6234973.3 6234935.1 6234901.2 6234862.8 6234821.9 6234666.1 6234536.1 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. Y 1982506.7 1982488.0 1982477.7 1982470.8 1982464.5 1982459.3 1982452.1 1982445.2 1982409.0 1982379.9 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.8 GRADE 0 0 0 0 0 0 0 0 0 0 Eastbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235177.7 6235090.6 6235033.5 6234987.4 6234947.4 6234914.4 6234875.1 6234823.8 6234674.3 6234550.0 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. — PnfYR HT Kl £ TT? C Y 1982490.2 1982471.2 1982457.4 1982445.1 1982434.5 1982425.6 1982415.1 1982402.1 1982367.5 1982338.4 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.5 GRADE 1 1 1 1 1 1 1 1 1 1 CONTURW.STA 3/10/99 2:45 PM BARRIER TYPE(A)Poinsettia Road Edge BARRIER 9 10 BARRIER BARRIER 6 7 8 9 10 11 12 13 14 15 BARRIER 15 16 17 18 19 20 21 22 23 24 BARRIER 24 25 26 27 28 X 6235180. 6235110. 6235047. 6234996. 6234957. 6234922. 6234888. 6234849. 6234796. 2 -*wUUIUJJ-lNAMJito Y 2 1982561.7 9 1982548.4 8 1982530.0 6 1982513.5 2 1982506.8 0 1982499.6 9 1982492.4 5 1982484.7 7 1982471.9 Z 83 82 82 80 78 76 74 72 70 .0 .0 .0 .0 .0 .0 .0 .0 .0 TYPE (A) Poinsettia Road ^f\f\~Dr\T vi TI mcif X 6234796. 6234653. 3 Y 7 1982471.9 1 1982437.8 TYPE (A)Pad edge Z 64 62 .0 .0 ZO 77 76 76 74 72 70 68 66 64 Edge ZO 64 62 .0 .0 .0 .0 .0 .0 .0 .0 .0 ( cont . .0 .0 _ ^/•^fvDr'iTMH im^n X Y 6234805. 6234726. 6234650. 6234628. 6234595. 4 9 1982515.9 0 1982497.2 1 1982479.5 5 1982474.6 6 1982569.0 TYPE (A) Pad edge f~*r\rYOrtT vm mT»r" X 6234619. 6234587. 6234578. 6234551. 6234524. 6234498. 6234472. 6234445. 6234420. 6234394. 5 Y 8 1982602.5 6 1982593.8 9 1982617.9 8 1982695.9 5 1982774.4 7 1982848.8 0 1982925.5 9 1983000.2 8 1983073.9 4 1983149.9 TYPE (A) Pad edge r*r\f~lTtT\T'tCI'H ITTCtO X Y 6234394. 6234368. 6234341. 6234321. 6234301. 6234275. 6234249. 6234223. 6234190. 6234170. 6 4 1983149.9 3 1983224.6 6 1983301.6 9 1983357.6 0 1983417.5 6 1983490.9 2 1983567.2 4 1983642.2 6 1983735.6 9 1983792.6 TYPE (A) Pad edge I'-'^rYnT^TVT'R (TIT'O X 6234170. 6234142. 6234129. 6234141. 6234169. Y 9 1983792.6 6 1983873.8 4 1983911.8 6 1983912.7 3 1983912.1 Z 68 67 68 68 68 .4 .4 .3 .3 .3 ZO 62 61 62 62 62 .4 .4 .3 .3 .3 ( cont . ) Z 65 65 65 64 66 67 69 70 71 73 .7 .7 .7 .8 .1 .6 .0 .5 .9 .4 ZO 59 59 59 58 60 61 63 64 65 67 .7 .7 .7 .8 .1 .6 .0 .5 .9 .4 ( cont . ) Z 73 74 76 76 76 75 73 72 71 72 .4 .9 .4 .7 .2 .0 .8 .6 .4 .0 ZO 67 68 70 70 70 69 67 66 65 66 .4 .9 .4 .7 .2 .0 .8 .6 .4 .0 ( cont . ) Z 72 73 73 73 73 .0 .2 .2 .2 .2 ZO 66 67 67 67 67 .0 .2 .2 .2 .2 DELZ 1.0 DELZ .0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 BARRIER TYPE(A)Pad edge (cont.) CONTURW.STA 3/10/99 2:45 PM 29 30 31 32 33 1 Contour 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 1 >~ UUttU-LiMft 1 £i& X Y 6234129.7 1983988.1 6234103.9 1983986.8 6234072.7 1984077.6 6234153.5 1984076.9 6234216.3 1984076.3 receivers X 6234962.5 6234886.0 6234809.6 6234728.6 6234655.6 6234605.1 6234706.7 6234796.1 6234871.0 6234951.8 6234545.6 6234623.2 6234751.8 6234439.7 6234524.5 6234654.6 6234320.2 6234407.5 6234526.0 6234190.4 6234266.9 6234386.9 6234140.0 6234191.1 6234231.9 6234378.8 6234107.3 6234181.8 6234303.4 6234079.7 6234145.7 6234184.1 6234304.6 Z ZO 75.4 69.4 75.4 69.4 75.4 69.4 75.4 69.4 74.9 68.9 POnPnTMlTTTC! — Y 1982557.4 1982539.5 1982521.6 1982502.9 1982485.9 1982558.5 1982580.3 1982598.2 1982614.5 1982631.6 1982729.9 1982754.8 1982795.6 1983034.9 1983059.0 1983098.2 1983379.0 1983404.0 1983444.8 1983752.7 1983779.3 1983819.3 1983898.0 1983910.2 1983919.9 1983918.4 1983992.0 1983992.2 1983990.2 1984072.1 1984071.4 1984069.9 1984069.1 DELZ 1.0 Z 69.8 68.6 67.4 66.4 67.3 67.3 66.4 67.4 68.6 69.8 64.4 64.4 64.2 70.2 70.2 70.1 75.7 75.7 75.7 70.4 70.4 70.4 72.2 72.2 72.2 71.8 74.4 74.4 72.8 74.4 74.4 74.4 72.8 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 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 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 2 * 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 CONTURW.STA 3/10/99 2:45 PM 1 .0 .0 4 * .0 .0 .0 .0 RECEIVER 1 .0 .0 .0 .0 .0 .0 . , . 0 0 0 0 0 0 .0 .0 .0 .0 LEQ(H) 56 .0 .0 .0 .0 .0 L10 59.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 46.4 44.6 43.9 43.3 39.9 38.6 36.6 35.0 33.1 32.3 31.2 31.4 31.2 2 123456789 10 11 12 13 45.6 42.3 44.1 42.3 39.5 38.3 36.7 35.4 33.8 32.2 30.7 30.9 31.1 3 123456789 38.2 39.1 40.0 39.1 37.7 37.0 36.2 40.4 39.8 4 123456789 36.7 37.7 38.4 38.0 37.1 36.3 35.7 38.3 35.7 1 RECEIVER LEQ(H) L10 2 57.5 60.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 48. 31. 1 12 47. 30. 1 37. 1 2 1 1 8 1 2 13 45. 31. 2 13 43. 30. 2 37. 2 6 3 6 8 8 3 45.7 31.4 3 45.3 30.9 3 39.1 3 4 44.2 4 42.9 4 40.2 4 5 40.5 5 40.1 5 41.0 5 6 39.0 6 38.8 6 41.5 6 7 8 37.1 35.5 7 8 37.1 35.7 7 8 40.5 44.9 7 8 9 33.7 9 34.2 9 41.8 9 10 32.3 10 32.8 36.0 37.2 38.5 39.5 40.0 40.0 39.7 41.5 40.4 1 RECEIVER LEQ(H) L10 3 58.3 61.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 46.8 46.3,47.8 44.6 41.1 39.5 37.6 36.0 34.3 32.7 30.8 30.9 31.1 2 123456789 10 11 12 13 45.2 45.0 46.6 43.5 40.8 39.3 37.5 36.1 34.7 33.3 31.4 30.9 30.5 3 123456789 36.2 36.6 37.6 38.4 39.4 41.5 42.9 49.5 41.2 4 123456789 35.7 36.6 37.8 39.0 39.9 40.8 42.1 47.1 40.2 CONTURW.STA 3/10/99 2:45 PM RECEIVER LEQ(H) L10 4 59.1 62.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 48.9 48.6 49.4 45.0 41.8 40.0 38.0 36.6 35.0 33.6 31.7 31.2 30.6 2 123456789 10 11 12 13 46.8 46.9 47.0 46.0 41.1 40.0 37.9 36.5 35.2 33.9 32.1 31.8 31.5 3 123456789 35.4 35.3 35.8 36.2 36.8 38.5 41.0 49.8 44.34 12345678935.0 35.5 36.2 37.1 37.8 39.0 41.1 46.5 42.61 RECEIVER LEQ(H) L10 5 60.3 63.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 51.9 52.0 48.1 46.0 46.2 40.4 38.5 37.1 35.7 34.4 32.6 32.4 32.1 2 123456789 10 11 12 13 49.3 49.5 46.9 44.8 41.3 43.6 41.8 36.9 35.6 34.4 32.7 32.5 32.3 3 123456789 34.7 34.2 34.5 34.8 35.1 36.8 38.4 48.7 47.6 4 123456789 34.1 34.1 34.5 35.3 35.8 37.1 39.0 45.8 44.9 1 RECEIVER LEQ(H) L10 6 61.1 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 50.3 53.7 50.4 51.2 48.1 46.3 44.1 40.4 36.6 35.3 33.4 33.2 32.9 2 123456789 10 11 12 13 48.1 50.2 48.3 45.9 47.0 46.0 44.0 42.5 41.0 39.8 37.2 33.4 33.0 3 12345678932.7 32.4 32.6 32.9 32.8 33.9 35.6 43.7 44.1 4 123456789 32.6 32.8 33.6 34.0 34.3 35.4 36.9 42.2 42.3 RECEIVER LEQ(H) L10 7 59.1 62.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTURW.STA 3/10/99 2:45 PM ROADWAY SEGMENT 1 11 2 11 3 4 1 RECEIVER 8 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 9 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 10 ROADWAY ROADWAY 1 11 1 12 47 31 - i 4 8 12 46 32 33 33 i i. 0 4 7 3 2 3 4 5 6 7 8 9 10 13 51 31 • 2 7 3 49 30 3 4 46.7 42.6 40.8 38.7 37.1 35.4 33.9 9 4 5 6 7 8 9 10 13 48 32 33 33 • 2 . 2 9 0 4 8 LEQ(H) 57 .4 49 31 33 34 • 3 3 . 2 45.4 42.3 40.6 38.6 37.1 35.7 34.2 6 456789 7 34.1 34.3 35.4 36.4 45.4 41.7 456789 7 35.4 35.5 36.5 38.3 43.5 40.6 L10 60 SEGMENT SOUND -5 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 45 31 • i 4 3 12 44 31 35 34 i i 2 5 0 4 2 3 4 5 6 7 8 9 10 13 48 31 - 2 9 5 46 31 3 6 45.7 41.8 40.2 38.1 36.4 34.6 32.8 6 4 5 6 7 8 9 10 13 47 31 34 35 2 2 . 1 1 8 1 LEQ(H) 56 .4 45 31 35 35 • 3. 3 . 9 44.5 41.3 39.9 38.1 36.6 35.1 33.5 0 456789 2 35.5 35.8 36.9 37.4 44.2 40.0 456789 9 36.7 37.0 37.6 38.5 42.5 39.3 L10 59 SEGMENT SOUND •6 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 44 31i 0 5 12 42 31 36 35 i i 9 1 2 4 2 3 4 5 6 7 8 9 10 13 46 31 - 2 9 8 45 31 • 3 3 44.8 41.1 39.7 37.6 35.9 33.9 32.7 7 4 5 6 7 8 9 10 13 45 31 36 36 2 . 2 . 8 2 0 0 LEQ(H) 55.3 44 31 36 36 3 3 0 43.7 40.6 39.4 37.6 36.1 34.5 32.9 4 456789 3 36.4 36.4 36.9 36.7 42.9 38.5 456789 7 37.2 37.4 37.4 37.5 41.5 37.8 L10 58 SEGMENT SOUND 6 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT i 12 2 3 4 5 6 7 8 9 10 13 CONTURW.STA 3/10/99 2:45 PM 2 11 3 4 42.7 45.2 44.0 43.8 40.4 39.0 37.0 35.2 33.5 32.8 4 5 6 7 8 9 10 31.6 31.8 31.4 123 12 13 41.7 44.3 42.5 42.7 39.8 38.8 37.1 35.7 34.0 32.5 31.2 31.4 31.5 123456789 37.7 37.3 36.9 36.1 35.2 35.1 34.6 41.3 36.8 12345678936.5 36.8 -36.8 36.5 36.2 35.6 35.5 38.9 38.0 RECEIVER 11 LEQ(H) L10 60.5 63.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 1.0 DBA 10 12 13 46.0 50.6 54.2 52.0 46.2 43.6 40.9 39.0 37.3 35.7 33.9 33.6 33.1 123 10 12 13 45.0 48.5 50.6 49.6 45.2 43.0 40.6 38.8 37.1 35.7 33.8 33.5 33.1 12345678930.1 29.1 29.1 29.0 28.7 29.4 29.7 37.7 38.4 123456789 29.8 29.7 30.2 30.6 30.5 31.1 32.5 36.8 37.2 RECEIVER LEQ(H) L10 12 58.9 61.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 1.0 DBA 10 12 13 45.1 49.3 51.3 50.3 45.5 43.1 40.4 38.4 36.4 34.6 32.4 31.8 31.41234 10 12 13 44.4 47.4 48.7 48.3 44.7 42.7 40.2 38.4 36.5 34.9 32.9 32.3 31.7 12345678930.6 29.6 29.4 29.3 29.1 29.9 30.0 38.1 36.8 12345678930.3 30.2 30.6 30.9 31.1 31.3 32.5 37.2 35.7 RECEIVER LEQ(H) L10 13 56.3 59.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 42.1 46.0 47.3 47.0 43.6 41.6 39.2 37.0 34.8 33.6 32.4 32.6 32.6 2 1234 11 12 13 10 CONTURW.STA 3/10/99 2:45 PM 41.8 44.6 45.4 45.5 42.8 41.3 39.1 37.2 35.3 33.5 31.7 31.9 32.0 3 123456789 31.7 30.3 29.9 29.6 29.3 30.1 30.0 37.6 35.0 4 123456789 31.1 30.8 31.0 31.2 31.2 31.6 32.0 36.7 34.5 1 RECEIVER LEQ(H) L10 14 60.4 63.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 40.5 43.2 46.1 51.4 53.8 50.9 46.2 43.1 40.5 38.5 36.3 35.7 35.0 2 123456789 10 11 12 13 40.1 42.7 45.2 49.2 50.3 48.8 45.3 42.6 40.2 38.3 36.2 35.6 35.03 12345678927.0 25.5 25.1 24.7 24.4 25.0 24.8 32.6 32.54 123456789 26.8 26.2 26.4 26.6 26.6 26.8 27.9 32.1 31.8 RECEIVER LEQ(H) L10 15 58.6 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 40. 35. 1 12 40. 34. 1 27. 1 5 2 1 9 5 2 13 43.1 35.1 2 13 42.6 34.5 2 25.7 2 3 45.8 34.9 3 44.8 34.2 3 25.2 3 4 49.7 4 48.0 4 24.8 4 5 50.3 5 48.1 5 24.5 5 6 48.6 6 47.1 6 25.1 6 7 44.9 7 44.3 7 25.0 7 8 41.8 8 41.8 8 32.8 8 9 39.0 9 39.3 9 32.4 9 10 37.1 10 37.2 27.1 26.5 26.5 26.7 26.6 26.9 27.6 32.3 31.7 1 RECEIVER LEQ(H) LlO 16 56.1 58.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 39.9 42.4 44.1 46.6 46.0 45.1 42.4 39.8 38.2 37.2 35.6 35.4 34.7 2 123456789 10 11 12 13 39.5 41.6 43.1 45.2 44.6 44.2 42.1 39.9 37.8 36.6 35.2 35.1 34.8 3 123456789 28.0 26.0 25.2 24.8 24.3 25.0 24.7 33.0 31.3 4 123456789 CONTURW.STA 3/10/99 2:45 PM 27.6 26.7 26.5 26.6 26.5 26.9 27.3 32.5 30.8 1 RECEIVER LEQ(H) L10 17 60.3 63.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 36.2 38.2 39.8 43.0 45.1 49.6 53.8 51.6 47.0 43.7 40.7 39.5 38.4 2 123456789 10 11 12 13 36.0 37.9 39.5 42.6 44.4 48.0 50.5 49.3 46.0 43.2 40.3 39.3 38.2 3 123456789 24.4 22.3 21.7 21.3 20.9 21.4 21.2 28.9 28.2 4 123456789 24.0 23.2 23.1 23.3 23.2 23.5 24.2 28.6 27.7 1 RECEIVER LEQ(H) L10 18 58.2 60.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 RECEIVER 19 1 2 12 13 36.6 38.5 40.5 39.5 1 2 12 13 36.4 38.3 40.1 39.2 1 2 24.6 22.4 1 2 24.3 23.3 LEQ(H) 55.9 3456 40.1 43.0 44.4 47.4 38.4 3456 39.7 42.5 43.6 46.3 38.3 3456 21.8 21.3 20.8 21.4 3456 23.2 23.3 23.2 23.4 L10 58.5 7 8 9 10 49.3 48.4 45.8 43.3 7 8 9 10 47.6 47.1 45.0 42.7 789 21.1 29.0 28.7 789 24.0 28.7 28.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1336.5 38.2 39.6 42.1 42.8 44.3 45.0 44.9 43.8 42.2 39.8 38.7 37.4 2 123456789 10 11 12 13 36.1 37.9 39.2 41.5 42.0 43.6 44.2 44.0 43.0 41.6 39.5 38.7 37.6 3 123456789 24.9 22.5 21.6 21.1 20.7 21.3 20.9 29.2 28.3 4 123456789 24.6 23.3 23.1 23.0 23.1 23.4 23.7 29.0 27.7 RECEIVER LEQ(H) LlO 20 59.8 62.8 CONTURW.STA 3/10/99 ' 2:45 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 33.1 34.8 35.9 38.3 39.2 41.8 44.5 48.1 52.5 52.6 47.5 44.7 42.4 2 123456789 10 11 12 13 33.1 34.7 35.8 38.2 39.0 41.4 43.7 46.7 49.5 49.6 46.0 43.9 42.0 3 123456789 21.7 19.4 18.7 18.1 17.7 18.2 17.9 25.6 24.8 4 123456789 21.4 20.3 20.1 20.2 20.1 20.3 20.9 25.4 24.4 1 RECEIVER LEQ(H) L10 21 58.5 61.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 32. 46. 1 12 31. 45. 1 21. 1 4 4 8 4 8 2 13 33.6 43.8 2 13 33.4 43.42 19.4 2 3 34.5 41.63 34.7 41.63 18.6 3 4 37.0 4 37.3 4 18.1 4 5 38.2 5 38.3 5 17.6 5 6 40.9 6 40.9 6 18.2 6 7 43.6 7 43.2 7 17.9 7 8 47.1 8 46.1 8 25.6 8 9 50.4 9 48.3 9 25.0 9 10 50.2 10 48.2 21.5 20.3 20.0 20.1 20.0 20.3 20.7 25.4 24.6 1 RECEIVER LEQ(H) L10 22 56.4 59.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 33.1 34.4 35.2 36.9 36.9 39.2 41.8 44.6 46.6 46.4 44.1 46.6 39.7 2 123456789 10 11 12 13 32.6 33.9 34.6 36.3 36.9 39.5 41.6 43.8 45.2 45.0 42.8 46.2 39.6 3 123456789 21.9 19.4 18.6 18.0 17.5 18.1 17.7 25.8 25.0 4 123456789 21.7 20.3 20.0 19.9 20.0 20.2 20.6 25.6 24.7 1 RECEIVER LEQ(H) L10 23 59.9 62.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 CONTURW.STA 3/10/99 2:45 PM 11 12 13 32.5 34.0 35.0 37.2 37.7 39.9 41.9 44.8 48.5 52.9 2 11 3 4 1 RECEIVER 24 ROADWAY ROADWAY 1 11 2 11 3 4 1 52.0 48.4 1 2 12 13 32.4 33.8 49.1 47.0 1 2 20.9 18.5 1 2 20.6 19.4 LEQ(H) 61.2 45.2 34567 89 10 34.8 36.9 37.4 39.6 41.5 44.1 47.0 49.9 44.5 3456789 17.8 17.2 16.8 17.3 17.0 24.7 24.2 3456789 19.2 19.3 19.2 19.4 20.0 24.5 23.9 L10 64.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 31.6 33.4 54.2 53.3 1 2 12 13 32.2 33.7 50.7 52.2 1 2 21-0 18.6 1 2 20.7 19.5 RECEIVER LEQ(H) 25 ROADWAY ROADWAY 1 11 2 11 3 4 60.0 3456789 10 34.6 37.0 37.8 40.1 42.2 45.1 48.2 51.2 43.5 3 4567 89 10 34.9 37.1 37.7 39.9 41.9 44.4 47.0 49.0 48.1 3456789 17.7 17.2 16.7 17.3 17.0 24.7 23.7 3456789 19.2 19.3 19.2 19.4 19.9 24.5 23.4 L10 63.1 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 31.6 32.8 53.6 50.3 1 2 12 13 31.4 33.1 51.0 50.9 1 2 21.1 18.6 1 2 3456789 10 33.8 36.3 37.2 39.7 41.9 44.8 47.6 49.5 43.1 3456789 10 34.3 36.8 37.5 39.7 41.7 44.0 46.3 47.7 42.7 3456789 17.7 17.2 16.7 17.3 17.0 24.7 24.1 3456789 20.8 19.5 19.2 19.3 19.1 19.4 19.9 24.6 23.7 • 1 RECEIVER LEQ(H) L10 26 56.6 59.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1332.5 33.8 34.5 36.2 36.2 38.5 40.8 43.4 45.5 45.6 49.2 44.0 41.0 2 123456789 10 CONTURW.STA 3/10/99 2:45 PM 11 12 13 32.1 33.3 34.0 35.8 36.3 38.8 40.7 42.8 44.3 44.5 47.1 45.8 40.6 3 1234 .5 6789 21.4 18.9 18.0 17.3 17.0 17.5 17.1 25.3 24.4 4 123456789 21.2 19.7 19.4 19.4 19.4 19.5 20.0 25.1 24.1 1 RECEIVER LEQ(H) L10 27 59.4 62.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 30.5 32.0 32.9 35.0 35.5 37.6 39.4 42.0 45.3 50.0 52.7 50.8 46.9 2 123456789 10 11 12 13 30.5 31.9 32.9 35.0 35.4 37.5 39.2 41.7 44.6 48.1 49.4 48.6 46.0 3 123456789 20.4 18.0 17.2 16.7 16.2 16.8 16.5 24.1 22.3 4 123456789 20.2 18.9 18.7 18.8 18.7 18.9 19.3 23.4 21.9 RECEIVER LEQ(H) L10 28 61.5 64.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1331.3 32.9 34.1 36.5 37.1 39.3 41.2 43.7 46.5 53.9 55.6 48.2 45.52 12345678. 9 10 11 12 1331.9 33.3 34.4 36.5 37.1 39.1 40.8 43.1 45.6 52.9 53.5 47.0 45.03 123456789 20.6 18.2 17.3 16.8 16.3 16.8 16.6 24.3 23.4 4 123456789 20.4 19.1 18.8 18.9 18.7 19.0 19.5 24.1 23.2 1 RECEIVER LEQ(H) L10 29 57.8 60.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.9 33.1 33.7 35.4 35.9 38.5 40.6 43.2 45.3 46.7 51.7 44.0 43.1 2 123456789 10 11 12 13 31.4 32.6 33.4 35.6 36.4 38.6 40.4 42.6 44.2 45.9 50.5 43.5 42.3 3 123456789 20.9 18.4 17.5 16.9 16.4 17.1 16.6 24.5 24.0 CONTURW.STA 3/10/99 2:45 PM 4 123456789 20.7 19.3 19.0 18.9 18.8 19.2 19.6 24.3 23.6 1 RECEIVER LEQ(H) L10 30 59.4 62.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.3 32.7 33.6 35.6 36.0 37.9 39.5 41.7 44.3 47.7 51.2 52.9 49.0 2 123456789 10 11 12 1331.2 32.6 33.5 35.5 35.8 37.7 39.2 41.3 43.6 46.4 48.5 49.8 47.5 3 123456789 20.0 17.5 16.7 16.2 15.8 16.3 16.0 23.6 23.0 4 123456789 19.8 18.4 18.2 18.3 18.2 18.4 19.0 23.5 22.6 1 RECEIVER LEQ(H) L10 31 58.6 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.2 32.7 33.8 35.9 36.4 38.3 40.0 42.2 48.3 47.2 49.2 50.0 47.7 2 123456789 10 11 12 13 31.6 33.0 33.9 35.9 36.2 38.2 39.7 44.7 45.7 46.3 47.5 48.2 46.7 3 123456789 20.2 17.7 16.8 16.3 15.8 16.4 16.1 23.8 22.9 4 123456789 19.9 18.6 18.3 18.4 18.3 18.5 19.0 23.6 22.6 1 RECEIVER LEQ(H) L10 32 58.6 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 RECEIVER 33 1 2 12 13 30.8 32.2 47.9 48.5 1 2 12 13 31.2 32.8 46.4 46.9 1 2 20.2 17.8 1 2 20.0 18.7 LEQ(H) 58.3 3456789 10 33.3 35.7 36.3 38.4 40.2 42.3 44.7 51.7 47.0 3456789 10 33.8 35.9 36.3 38.3 39.8 41.8 47.1 49.2 45.9 3456789 16.9 16.4 15.9 16.4 16.2 23.9 23.2 345678918.4 18.4 18.3 18.6 19.1 23.7 22.8 L1061.3 CONTURW.STA 3/10/99 2:45 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.4 32.6 33.2 34.8 35.2 37.7 39.6 42.0 43.7 48.0 48.8 48.5 50.4 2 123456789 10 11 12 13 31.0 32.1 32.8 35.0 35.7 37.9 39.5 41.5 42.9 47.8 47.0 45.9 49.4 3 123456789 20.5 17.9 17.1 16.4 16.1 16.6 16.2 24.1 23.5 4 123456789 20.3 18.8 18.5 18.4 18.5 18.6 19.1 24.0 23.2 CONTURW.STA 3/10/99 2:45 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Pacific Shores North - Contour receivers EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT--CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Northbound Carlsbad Boulevard VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234558 6234511 6234459 6234409 6234346 6234296 6234240 6234185 6234130 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. — c n <"YR FIT H & TTT c Y .7 .3 .8 .4 .4 .6 .9 .9 .2 1982314 1982447 1982598 1982746 1982924 1983068 1983230 1983387 1983548 .3 .2 .0 .2 .4 .2 .0 .0 .9 SPEED 30. 30. 30. 48. 48. 48. Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 0 0 CONTURW2.STA 3/10/99 2:39 PM 1011 12 13 14 OROADWAY 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 3 1 2 3 4 5 6 7 8 9 10 OROADWAY 4 1 2 3 4 5 6 7 8 9 10 6234074.2 6234018.5 6233971.2 6233916.5 6233851.1 1983708.6 1983867.7 1984004.1 1984165.3 1984355.7 67.3 66.6 66.2 65.7 65.1 0 0 0 0 0 Southbound Carlsbad Blvd VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6234493.4 6234446.0 6234394.5 6234344.0 6234281.0 6234231.3 6234175.6 6234120.6 6234064.9 6234008.9 6233953.2 6233905.8 6233851.2 6233785.7 VEHICLES/HOUR 0. 0. 0. 764. 28. 10. Y 1982291.7 1982424.6 1982575.3 1982723.6 1982901.8 1983045.5 1983207.4 1983364.4 1983526.2 1983686.0 1983845.0 1983981.5 1984142.6 1984333.0 SPEED 30.0 30.0 30.0 48.0 48.0 48.0 Z 61.3 62.3 63.6 65.0 66.5 67.3 68.1 68.3 67.9 67.3 66.6 66.2 65.7 65.1 GRADE 0 0 0 0 0 0 0 1 1 1 1 1 1 1 Westbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235171.4 6235076.7 6235019.0 6234973.3 6234935.1 6234901.2 6234862.8 6234821.9 6234666.1 6234536.1 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. Y 1982506.7 1982488.0 1982477.7 1982470.8 1982464.5 1982459.3 1982452.1 1982445.2 1982409.0 1982379.9 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.8 GRADE 0 0 0 0 0 0 0 0 0 0 Eastbound Poinsettia Lane VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6235177.7 6235090.6 6235033.5 6234987.4 6234947.4 6234914.4 6234875.1 6234823.8 6234674.3 6234550.0 VEHICLES/HOUR 0. 0. 0. 397. 15. 5. Y 1982490.2 1982471.2 1982457.4 1982445.1 1982434.5 1982425.6 1982415.1 1982402.1 1982367.5 1982338.4 SPEED 30.0 30.0 30.0 30.0 30.0 30.0 Z 77.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 62.0 61.5 GRADE 1 1 1 1 1 1 1 1 1 1 CONTURW2.STA 3/10/99 2:39 PM BARRIER TYPE(A)Poinsettia Road Edge BARRIER 9 10 BARRIER BARRIER 6 7 8 9 10 11 12 13 14 15 BARRIER 15 16 17 18 19 20 21 22 23 24 BARRIER 24 25 26 27 28 v,uuj\Ljj.iNnir.£> X Y Z 6235180.2 1982561.7 83.0 6235110.9 1982548.4 82.0 6235047.8 1982530.0 82.06234996.6 1982513.5 80.0 6234957.2 1982506.8 78.0 6234922.0 1982499.6 76.06234888.9 1982492.4 74.0 6234849.5 1982484.7 72.0 6234796.7 1982471.9 70.0 2 TYPE (A) Poinsettia Road X Y Z6234796.7 1982471.9 64.06234653.1 1982437.8 62.0 3 TYPE (A) Pad edge (" f~\ r\O T~1T KI H ""PI? C X Y Z6234805.9 1982515.9 68.4 6234726.0 1982497.2 67.46234650.1 1982479.5 68.36234628.5 1982474.6 68.36234595.6 1982569.0 68.3 4 TYPE (A) Pad edge (cont.; ("^OfYPflTMTl T'TC X Y Z6234619.8 1982602.5 65.76234587.6 1982593.8 65.7 6234578.9 1982617.9 65.7 6234551.8 1982695.9 64.8 6234524.5 1982774.4 66.1 6234498.7 1982848.8 67.6 6234472.0 1982925.5 69.06234445.9 1983000.2 70.56234420.8 1983073.9 71.9 6234394.4 1983149.9 73.4 5 TYPE (A) Pad edge (cont. (TirYD 1~lT TO 2i rpT? O X Y Z 6234394.4 1983149.9 73.4 6234368.3 1983224.6 74.9 6234341.6 1983301.6 76.4 6234321.9 1983357.6 76.7 6234301.0 1983417.5 76.2 6234275.6 1983490.9 75.0 6234249.2 1983567.2 73.8 6234223.4 1983642.2 72.6 6234190.6 1983735.6 71.4 6234170.9 1983792.6 72.0 6 TYPE (A) Pad edge (cont. /i/-if\D f-»T VI TV l*pT7 C X Y Z 6234170.9 1983792.6 72.0 6234142.6 1983873.8 73.2 6234129.4 1983911.8 73.26234141.6 1983912.7 73.2 6234169.3 1983912.1 73.2 ZO 77.0 76.0 76.0 74.0 72.0 70.0 68.0 66.0 64.0 Edge ( cont ZO64.062.0 ZO62.461.462.3 62.3 62.3 ZO 59.7 59.7 59.7 58.8 60.1 61.6 63.0 64.5 65.9 67.4 ZO 67.4 68.9 70.4 70.7 70.2 69.0 67.8 66.6 65.4 66.0 ' ZO 66.0 67.2 67.2 67.2 67.2 DELZ 1.0 •> DELZ .0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 BARRIER TYPE(A)Pad edge (cont.) CONTURW2.STA 3/10/99 2:39 PM UUUrtLJJ. IN/VIE.:: X Y 29 6234129.7 1983988.1 30 6234103.9 1983986.8 31 6234072.7 1984077.6 32 6234153.5 1984076.9 33 6234216.3 1984076.3 1 Contour receivers 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 1 Z ZO DELZ P 75.4 69.4 1.0 3 75.4 69.4 75.4 69.4 75.4 69.4 74.9 68.9 ri^\/~\'D!~iTXTR mt^c* X Y Z 6234962.5 1982557.4 79.8 6234886.0 1982539.5 78.6 6234809.6 1982521.6 77.4 6234728.6 1982502.9 76.4 6234655.6 1982485.9 77.3 6234605.1 1982558.5 77.3 6234706.7 1982580.3 76.4 6234796.1 1982598.2 77.4 6234871.0 1982614.5 78.6 6234951.8 1982631.6 79.8 6234545.6 1982729.9 74.4 6234623.2 1982754.8 74.4 6234751.8 1982795.6 74.2 6234439.7 1983034.9 80.2 6234524.5 1983059.0 80.2 6234654.6 1983098.2 80.1 6234320.2 1983379.0 85.7 6234407.5 1983404.0 85.7 6234526.0 1983444.8 85.7 6234190.4 1983752.7 80.4 6234266.9 1983779.3 80.4 6234386.9 1983819.3 80.4 6234140.0 1983898.0 82.2 6234191.1 1983910.2 82.2 6234231.9 1983919.9 82.2 6234378.8 1983918.4 81.8 6234107.3 1983992.0 84.4 6234181.8 1983992.2 84.4 6234303.4 1983990.2 82.8 6234079.7 1984072.1 84.4 6234145.7 1984071.4 84.4 6234184.1 1984069.9 84.4 6234304.6 1984069.1 82.8 ALPHA FACTORS - RECEIVER 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 4 * .0 .0 .0 .0 1 SHIELDING 1 * .0 .0 .0 .0 2 * .0 .0 .0 .0 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 FACTORS - .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, ROADWAY .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 CONTURW2.STA 3/10/99 2:39 PM .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .01 RECEIVER LEQ(H) L10 1 58.2 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 47.8 45.3 44.7 44.2 40.9 39.2 37.1 35.6 33.9 31.7 31.8 31.6 2 123456789 11 12 13 47.0 43.2 44.9 44.1 41.1 39.4 37.2 35.8 34.4 31.5 31.5 31.6 3 123456789 42.6 43.6 44.6 43.7 42.1 40.8 39.4 42.8 42.1 4 123456789 41.7 43.0 44.0 43.5 42.5 41.4 40.4 41.7 37.9 1 RECEIVER LEQ(H) L10 2 60.1 63.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 50.0 46.6 46.5 45.4 41.8 39.8 37.6 36.1 34.4 31.7 31.8 31.8 2 123456789 11 12 13 48.8 44.8 46.2 45.2 42.1 40.4 37.9 36.2 34.7 31.6 31.6 31.5 3 123456789 40.2 41.5 43.5 45.1 46.4 46.8 45.3 48.0 44.6 4 123456789 39.6 41.2 43.3 44.7 45.6 45.6 45.1 45.7 43.5 1 RECEIVER LEQ(H) L10 3 61.8 65.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 52.0 48.1 48.7 46.8 42.9 40.7 38.1 36.5 35.0 31.7 31.7 31.7 2 123456789 11 12 13 50.4 46.7 47.6 46.4 43.8 41.5 38.8 36.8 35.1 32.1 31.9 31.5 3 123456789 38.4 39.3 41.4 42.4 43.9 46.3 48.2 53.7 47.1 4 123456789 38.1 39.9 42.0 43.6 44.9 46.1 47.5 50.8 46.3 1.0 DBA 10 32.9 10 33.0 1.0 DBA 10 33.1 10 33.5 1.0 DBA 10 33.5 10 33.8 CONTURW2.STA 3/10/99 2:39 PM RECEIVER LEQ(H) L10 4 63.6 67.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 12 3456789 10 11 12 13 54.7 51.5 50.6 48.4 45.3 42.5 39.5 37.3 35.5 34.1 32.4 32.1 31.7 2 123456789 10 11 12 13 52.5 50.1 48.8 48.9 45.9 44.6 40.9 38.5 36.4 34.6 32.6 32.3 32.0 3 123456789 37.2 37.9 38.7 39.2 40.1 42.3 46.7 56.4 50.6 4 123456789 37.5 39.0 40.0 41.2 42.2 44.7 47.4 53.1 49.0 1 RECEIVER LEQ(H) L10 5 65.9 68.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 57.9 57.9 53.6 50.6 46.7 45.1 43.2 41.8 40.4 39.2 36.1 35.2 34.0 2 123456789 10 11 12 13 55.0 55.2 52.4 50.0 46.4 44.9 43.0 41.7 40.3 39.2 37.5 37.3 37.1 3 12345678937.2 37.1 37.3 37.4 38.5 42.1 44.0 55.2 54.3 4 123456789 37.7 38.6 39.4 40.5 41.1 42.5 44.8 52.3 51.4 1 RECEIVER LEQ(H) L10 6 66.1 69.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 56.8 60.3 56.7 52.6 48.1 46.3 44.1 42.5 41.1 39.8 38.1 37.9 37.6 2 123456789 10 11 12 13 54.6 56.7 54.7 51.8 47.8 46.0 44.0 42.5 41.0 39.8 38.0 37.8 37.6 3 123456789 33.8 33.9 34.7 35.0 35.1 36.3 38.2 46.9 49.5 4 123456789 33.7 35.1 36.1 36.6 37.3 39.2 40.6 45.8 47.6 RECEIVER LEQ(H) L10 7 61.8 65.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTURW2.STA 3/10/99 2:39 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 50.1 53.1 52.6 50.9 45.7 42.9 39.8 37.7 35.9 34.6 32.8 32.4 32.0 2 123456789 10 11 12 13 49.0 50.9 51.8 50.2 46.9 44.2 41.1 38.7 36.6 34.8 32.9 32.7 32.4 3 123456789 35.0 35.0 35.7 36.4 36.9 38.0 38.8 48.6 44.9 4 123456789 34.7 35.5 37.0 38.1 38.4 39.3 41.9 47.4 44.2 1 RECEIVER LEQ(H) L10 8 59.3 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 47.0 49.7 48.4 47.9 43.4 41.2 38.6 37.0 35.4 33.8 32.2 32.2 32.2 2 123456789 10 11 12 13 45.7 48.0 48.0 47.7 43.9 41.8 39.0 37.1 35.6 34.3 32.5 32.1 31.93 12345678936.5 36.5 37.3 37.9 38.4 39.7 39.7 47.3 42.94 123456789 36.1 36.8 37.9 39.1 39.4 40.2 41.1 46.4 42.61 RECEIVER LEQ(H) L10 9 57.9 61.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 45.7 47.6 46.5 46.1 42.4 40.4 38.1 36.5 34.7 33.6 32.2 32.3 32.1 2 123456789 10 11 12 13 44.2 46.3 45.8 46.0 42.5 40.7 38.2 36.6 35.2 33.8 32.0 32.0 32.03 12345678937.9 37.7 38.3 38.6 38.6 39.1 38.9 45.1 41.1 4 12345678937.4 37.9 38.7 39.3 39.5 39.6 39.8 44.1 41.0 1 RECEIVER LEQ(H) L10 10 56.6 59.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 CONTURW2.STA 3/10/99 2:39 PM 44.3 45.8 44.9 44.6 41.4 39.6 37.6 35.9 34.2 33.4 32.1 32.2 31.8 2 123456789 10 11 12 13 43.2 44.8 44.1 44.4 41.3 39.7 37.6 36.2 34.7 33.3 31.9 32.0 31.9 3 123456789 39.7 39.0 38.6 37.8 36.9 36.7 36.2 42.7 39.3 4 123456789 38.8 39.1 39.0 38.7 38.2 37.7 37.6 40.8 40.1 1 RECEIVER LEQ(H) L10 11 66.3 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 51.4 56.4 60.3 58.0 51.8 49.0 46.3 44.4 42.6 41.1 39.3 39.0 38.6 2 123456789 10 11 12 13 50.7 54.5 56.7 55.7 51.0 48.6 46.1 44.2 42.5 41.1 39.3 38.9 38.5 3 123456789 30.8 30.0 30.1 30.2 29.9 30.5 30.7 39.1 43.2 4 123456789 30.7 30.6 31.3 31.8 31.8 32.3 34.0 38.1 42.1 RECEIVER LEQ(H) L10 12 63.2 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 47.7 54.2 56.2 54.8 48.2 44.8 41.5 39.3 37.5 36.0 33.9 33.4 32.9 2 123456789 10 11 12 13 48.5 52.4 53.7 53.4 49.0 45.6 41.9 39.7 37.6 36.0 34.2 33.8 33.3 3 123456789 31-4 30.4 30.4 30.4 30.2 31.0 31.0 39.7 38.7 4 123456789 31.1 31.1 31.6 32.1 32.3 32.5 33.8 38.7 37.4 1 RECEIVER LEQ(H) L10 13 57.8 61.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 43.6 47.5 48.8 48.5 44.9 42.6 40.2 38.1 36.0 34.8 33.4 33.4 33.2 2 123456789 10 11 12 13 CONTURW2.STA 3/10/99 2:39 PM 43.2 46.5 47.4 47.4 44.2 42.2 40.0 38.3 36.B 34.9 33.1 33.0 33.0 3 123456789 32.4 31.0 30.8 30.5 30.2 31.0 30.8 39.1 36.2 4 123456789 31.9 31.6 31.8 32.0 32.0 32.5 33.0 38.1 35.8 1 RECEIVER LEQ(H) L10 14 66.4 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 45.6 48.5 51.6 57.5 60.2 57.2 52.1 48.8 46.2 44.1 41.9 41.3 40.6 2 123456789 10 11 12 13 45.4 48.1 50.8 55.4 56.6 55.1 51.3 48.4 45.9 44.0 41.8 41.2 40.6 3 123456789 27.5 26.0 25.7 25.4 25.1 25.7 25.4 33.4 37.2 4 123456789 27.3 26.8 27.1 27.4 27.3 27.5 28.7 32.9 36.6 RECEIVER LEQ(H) L10 15 62.0 65.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 43.3 46.0 49.0 53.2 53.7 51.5 46.8 43.3 40.7 38.7 36.6 36.1 35.5 2 123456 789 10 11 12 13 43.8 46.7 49.2 52.8 52.6 51.0 47.1 43.6 40.7 38.7 36.5 36.0 35.4 3 123456789 28.0 26.2 25.8 25.5 25.1 25.7 25.6 33.6 34.2 4 123456789 27.7 27.0 27.1 27.4 27.4 27.7 28.3 33.2 33.4 1 RECEIVER LEQ(H) L10 16 57.6 60.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 41.2 43.9 45.6 48.1 47.8 46.6 43.9 41.3 39.4 38.1 36.3 35.9 35.2 2 123456789 10 11 12 13 41.5 43.5 44.9 47.0 46.2 45.5 43.3 41.3 39.3 37.9 36.0 35.7 35.2 3 123456789 28.6 26.5 25.7 25.3 24.9 25.6 25.2 34.0 32.3 4 123456789 CONTURW2.STA 3/10/99 2:39 PM 28.2 27.2 27.0 27.2 27.1 27.5 27.9 33.3 31.6 1 RECEIVER LEQ(H) L10 17 66.5 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 41.6 43.6 45.4 48.7 51.0 56.0 60.3 58.0 52.8 49.1 46.0 44.7 43.5 2 123456789 10 11 12 1341.5 43.5 45.1 48.4 50.3 54.3 56.8 55.6 51.9 48.7 45.7 44.6 43.5 3 12345678924.7 22.7 22.2 21.7 21.3 21.8 21.6 29.4 32.94 123456789 24.4 23.6 23.6 23.8 23.7 24.0 24.7 29.1 32.5 1 RECEIVER LEQ(H) L10 18 60.9 64.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 38.1 39.9 41.5 44.6 46.3 50.0 52.4 51.4 48.2 45.3 42.3 41.3 39.8 2 123456789 10 11 12 13 38.3 40.2 41.8 44.9 46.4 49.4 50.9 50.4 48.0 45.5 42.8 41.8 40.9 3 123456789 25.0 22.8 22.2 21.7 21.3 21.8 21.5 29.4 30.1 4 123456789 24.7 23.7 23.6 23.7 23.6 23.9 24.4 29.3 29.6 1 RECEIVER LEQ(H) L10 19 57.2 59.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 1337.7 39.2 40.5 43.0 43.9 46.0 46.9 46.6 45.1 43.1 40.6 39.3 38.02 123456789 10 11 12 1337.3 38.9 40.2 42.5 43.1 45.0 45.7 45.5 44.2 42.6 40.5 39.7 38.23 123456789 25.2 22.8 22.0 21.5 21.1 21.7 21.3 30.1 29.24 12345678925.0 23.7 23.5 23.4 23.5 23.8 24.2 29.6 28.6 RECEIVER LEQ(H) LlO20 66.4 69.3 CONTURW2.STA 3/10/99 2:39 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 38.6 40.2 41.3 43.7 44.6 47.3 50.0 54.2 59.4 59.6 2 11 3 4 54.0 50.8 48.2 123 10 12 13 38.5 40.1 41.3 43.6 44.4 47.0 49.5 53.0 56.4 56.4 52.7 50.2 48.0 123456789 21.9 19.6 19.0 18.4 18.0 18.5 18.2 26.0 28.8 123456789 21.7 20.5 20.4 20.5 20.4 20.6 21.2 25.7 28.4 RECEIVER LEQ(H) L10 21 61.9 65.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 1 11 2 11 3 4 8 9 10 12 13 33.5 34.9 36.0 38.5 39.5 42.2 45.3 49.9 54.1 53.7 49.2 45.5 43.3 1234 10 12 13 33.4 35.0 36.1 38.5 39.6 42.5 46.1 50.3 53.5 53.0 49.0 45.8 43.2 123456789 22.1 19.7 18.8 18.4 17.9 18.4 18.2 26.0 25.4 123456789 21.8 20.6 20.3 20.4 20.3 20.6 21.0 25.8 25.0 RECEIVER LEQ(H) L10 22 57.7 60.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 8 10 12 13 33.4 34.9 35.9 37.9 38.2 40.6 43.1 46.0 48.5 48.1 45.4 46.8 41.3 1234 10 12 13 33.2 34.7 35.6 37.7 38.3 40.7 42.7 45.0 47.1 46.6 44.1 46.4 41.3 123456789 22.2 19.7 18.9 18.3 17.8 18.4 18.0 26.2 25.4 123456789 22.0 20.6 20.3 20.2 20.3 20.5 20.9 26.0 25.0 RECEIVER LEQ(H) L10 23 66.3 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 CONTURW2.STA 3/10/99 2:39 PM 11 12 13 37.6 39.1 40.1 42.3 42.9 45.2 47.3 50.4 54.6 59.7 58.8 54.7 50.9 2 11 3 4 1 RECEIVER 24 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 25 ROADWAY ROADWAY 1 11 2 11 3 4 1 RECEIVER 26 ROADWAY ROADWAY 1 11 2 1 2 12 13 37.6 39.1 55.7 53.3 1 2 21.2 18.8 1 2 20.9 19.7 LEQ(H) 64.3 40 50 18 19 3456789 10 .1 42.3 42.8 45.1 47.1 49.9 53.3 56.5 .4 3456789 .1 17.5 17.0 17.5 17.2 25.0 28.2 3456789 .4 19.6 19.5 19.7 20.3 24.8 27.9 L10 67 SEGMENT SOUND SEGMENT 1 2 12 13 32.6 34.2 55.8 53.3 1 2 12 13 33.1 34.8 53.6 52.2 1 2 21.3 18.8 1 2 21.0 19.7 LEQ(H) 61.6 35 46 36 48 18 19 .1 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 3456789 10 .3 37.9 39.3 42.7 46.2 49.6 53.7 56.8 .0 3456789 10 .5 39.5 41.3 44.9 46.9 49.5 52.4 54.7 .6 3456789 .0 17.5 17.0 17.5 17.3 25.1 24.4 3456789 .4 19.6 19.4 19.7 20.2 24.9 24.0 L10 64 SEGMENT SOUND SEGMENT 1 2 12 13 32.5 33.9 53.9 50.8 1 2 12 13 32.5 34.0 51.7 50.9 1 2 21.3 18.8 1 2 21.1 19.7 LEQ(H) 57.5 35 45 35 44 18 19 .7 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 3456789 10 .0 37.3 38.0 40.6 43.6 47.3 50.3 52.4 .1 3456789 10 .1 37.6 38.7 41.6 44.9 47.7 49.9 51.2 .7 3456789 .0 17.5 17.0 17.5 17.3 25.1 24.5 3456789 .4 19.6 19.4 19.7 20.2 24.9 24.1 L10 60 SEGMENT SOUND SEGMENT 1 2 12 13 32.8 34.2 49.4 45.0 1 2 .5 LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 3456789 10 35.1 37.0 37.3 39.6 41.8 44.5 47.0 47.2 42 .6 3456789 10 CONTURW2.STA 3/10/99 2:39 PM 11 12 13 32.6 34.0 34.9 36.9 37.4 39.7 41.5 44.0 45.8 45.t 47.4 46.2 42.1 3 123456789 21.7 19.1 18.2 17.6 17.2 17.8 17.4 25.7 24.8 4 123456789 21.5 20.0 19.7 19.7 19.7 19.8 20.3 25.5 24.4 RECEIVER LEQ(H) L10 27 66.2 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 8 1.0 DBA 10 12 13 37.0 38.5 39.4 41.5 42.0 44.1 46.0 48.6 51.9 56.7 59.9 57.9 53.2 1234 10 12 13 37.0 38.4 39.4 41.5 41.9 44.0 45.8 48.2 51.2 54.7 56.3 55.5 52.3 12345678920.7 18.2 17.4 17.0 16.5 17.0 16.7 24.5 27.9123456789 20.4 19.2 18.9 19.1 18.9 19.2 19.7 24.3 27.6 RECEIVER LEQ(H) L10 28 63.0 66.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 11 3 4 8 1.0 DBA 10 12 13 32.1 33.6 34.7 37.2 38.5 41.7 44.5 47.2 50.1 54.i 55.8 51.7 47.6 123 9 10 12 13 32.6 34.2 35.9 39.0 40.7 43.5 45.7 48.1 50.6 53.3 53.5 51.3 48.3 123456789 20.8 18.4 17.5 17.1 16.6 17.1 16.8 24.6 23.9 123456789 20.6 19.3 19.0 19.1 19.0 19.3 19.7 24.5 23.6 RECEIVER LEQ(H) L10 29 58.7 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 8 10 12 1332.3 33.6 34.5 36.4 36.9 39.3 41.4 44.6 46.9 48.3 51.8 46.1 44.91234 10 12 13 32.1 33.4 34.4 36.5 37.1 39.3 41.6 44.5 46.0 47.2 50.5 45.3 44.0 12345678921.1 18.6 17.8 17.2 16.6 17.3 16.8 24.8 24.3 CONTURW2.STA 3/10/99 2:39 PM 12345678921.0 19.5 19.2 19.1 19.1 19.5 19.9 24.6 24.0 RECEIVER LEQ(H) L10 30 66.1 69.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 36.6 37.9 38.9 40.9 41.3 43.2 44.9 47.3 50.1 54.1 58.3 60.1 55.4 2 123456789 10 11 12 13 36.5 37.9 38.8 40.8 41.2 43.1 44.8 47.0 49.6 52.9 55.5 56.7 54.1 3 123456789 20.2 17.7 17.0 16.5 16.0 16.5 16.2 24.0 27.2 4 123456789 20.0 18.6 18.4 18.6 18.5 18.7 19.2 23.8 26.9 1 RECEIVER LEQ(H) L10 31 63.0 66.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 12 31. 53. 1 1232. 52. 1 20. 1 7 3 7 9 4 2 13 33.3 55.1 2 1334.5 53.62 17.9 2 3 34.4 53.8 3 36.2 52.5 3 17.0 3 4 37.1 4 39.0 4 16.6 4 5 38.5 5 39.7 5 16.1 5 6 41.1 6 42.0 6 16.6 6 7 42.9 7 43.7 7 16.3 7 8 45.1 8 46.7 8 24.1 8 9 49.2 9 49.1 9 23.49 10 51.0 10 50.9 20.2 18.8 18.5 18.7 18.5 18.8 19.3 23.9 23.0 1 RECEIVER LEQ(H) L10 32 61.4 64.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 11 2 11 3 4 1 RECEIVER 33 1 2 12 13 31.6 33.0 50.7 52.8 1 2 12 13 31.8 33.3 49.6 50.7 1 2 20.5 18.0 1 2 20.3 18.9 LEQ(H) 58.8 3456789 10 34.0 36.2 36.9 39.7 42.4 44.5 46.9 52.1 52.8 3456789 10 34.4 37.1 38.5 41.1 42.8 44.7 48.2 50.1 51.6 3456789 17.1 16.6 16.1 16.7 16.4 24.2 23.5 3456789 18.6 18.7 18.6 18.8 19.4 24.1 23.2 L10 61.7 CONTURW2.STA 3/10/99 2:39 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 31.8 33.1 33.9 35.7 36.1 38.4 40.3 43.2 44.9 48.5 49.2 49.1 50.4 2 123456789 10 11 12 13 31.6 32.9 33.8 35.8 36.3 38.4 40.5 42.8 44.1 48.1 47.5 46.8 49.4 3 123456789 20.8 18.2 17.3 16.6 16.3 16.8 16.4 24.4 23.8 4 123456789 20.6 19.1 18.8 18.7 18.7 18.9 19.4 24.3 23.5 CONTURW2.STA 3/10/99 2:39 PM OPTIMA-VU1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON -- MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 PROBLEM TITLE Pacific Shores North - Contour receivers EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES ARRIER SECTION EFFECTIVENESS/COST NO HEIGHT 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 IDENT INDEX 1 2 1 2 3 4 S 6 7 8 9 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 31 32 8. 21. 27. 30. 31. 32. 32. 33. 0. 35. 36. 36. 40. 25. 34. 34. 40. 31. 28. 29. 40. 26. 24. 24. 29. 40. 26. 24. 25. 32. 41. 33. 43. 31. 24. 37. 41. 33. 29. RATIO 3 10. 20. 26. 29. 30. 31. 31. 32. 36. 38. 33. 40. 22. 33. 32. 42. 29. 26. 27. 42. 24. 23. 24. 27. 43. 25. 23. 23. 29. 42. 30. 44. 28. 22. 42. 43. 30. 24. 4 8. 18. 25. 27. 28. 29. 30. 30. 32. 34. 31. 37. 21. 31. 30. 38. 27. 24. 25. 38. 24. 23. 24. 27. 38. 25. 23. 23. 27. 38. 30. 40. 26. 21. 37. 39. 28. 23. 5 6. 17. 23. 26. 27. 28. 28. 28. 31. 33. 32. 36. 19. 28. 28. 36. 25. 23. 25. 37. 25. 23. 24. 27. 37. 25. 23. 23. 27. 38. 30. 40. 27. 21. 37. 39. 29. 25. 6 4. 17. 23. 25. 26. 27. 28. 28. 30. 32. 32. 36. 19. 27. 27. 36. 25. 24. 25. 36. 25. 23. 24. 27. 37. 25. 23. 24. 28. 37. 30. 39. 28. 21. 36. 37. 29. 25. 7 3. 16. 22. 24. 25. 27. 27. 28. 28. 30. 31. 34. 19. 27. 27. 34. 25. 24. 26. 34. 25. 23. 24. 27. 34. 25. 24. 24. 28. 35. 30. 37. 27. 22. 33. 35. 27. 25. 8 3. 16. 21. 24. 25. 26. 27. 27. 27. 29. 31. 33. 19. 28. 27. 33. 26. 24. 26. 33. 25. 23. 24. 26. 33. 25. 24. 24. 28. 33. 30. 36. 26. 22. 32. 34. 27. 24. CORRESPONDING BARRIER 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. 2 3. 3. 3. 3. 3. 3. 3. 3. 0. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. HEIGHTS (IN FT) 4 S. 5. S. S. S. S. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7 8 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. HEIGHT INDEX 1234567 Pacific Shores North - Contour receivers needed walls BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111112341677766 66666666666655 12345678 6666666666 CONTURW.OPT 3/10/99 2:39 PM CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 3. 4. 5. 0. 7. 8. 8. 8. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 6. RESULTS REC REC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH-STEEL LEQ 58.0 58.4 58.3 57.9 58.1 58.8 58.7 57.4 56.9 56.3 58.3 58.7 56.1 58.1 58.2 55.8 58.0 57.7 55.6 57.6 57.9 56.1 57.6 61.0 59.8 56.4 56.6 61.3 57.6 57.1 58.2 58.4 58.2 COST 0. 74200. 0. 0. 0. LEQ(Z(0) ) 59.2 60.5 62.1 63.5 65.9 66.1 62.2 60.5 59.4 58.3 66.3 63.2 59.1 66.4 62.0 58.6 66.5 60.9 58.2 66.4 61.6 58.4 66.3 63.5 61.6 58.2 66.2 62.8 59.1 66.1 62.1 61.3 59.2 IL 1.2 2.1 3.8 5.7 7.8 7.3 3.5 3.1 2.5 2.0 8.0 4.5 3.0 8.3 3.8 2.8 8.4 3.2 2.6 8.9 3.7 2.3 8.7 2.5 1.8 1.8 9.6 1.5 1.5 9.0 3.9 3.0 1.0 AREA (SQ. FT.) 0. 14706. 0. 0. 0. TOTALS: $ 74200.. 14706. Pacific Shores North - Contour receivers 6 ft walls BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1111155515555555 55555555555555 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 6. 6. 6. 0. 6. 6. 6. 6. 6. 6. 6. 6 555555555 6. 6. 6. 6.6. 6. 6. 6. R REC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 . 6. 6. 6. 6. E S U L T S REC ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 6. 6. 6. LEQ 58.0 58.1 58.4 59.1 60.3 61.2 59.1 57.7 57.0 56.4 60.5 59.0 56.4 60.4 58.6 6. 6. 6. 6. 6. LEQ(Z(0» 59.2 60.5 62.1 63.5 65.9 66.1 62.2 60.5 59.4 58.3 66.3 63.2 59.1 66.4 62.0 IL 1.2 2.4 3.7 4.4 5.6 5.0 3.1 2.9 2.4 1.9 5.8 4.2 2.7 6.1 3.4 CONTURW.OPT 3/10/99 2:39 PM 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 BARRIER TYPE FH-BERM FH-MASON FH-WOQD FH-CONC FH- STEEL TOTALS : $ END OF ALL CASES 56.2 60.3 58.2 56.0 59.9 58.5 56.5 59.9 61.2 60.0 56.6 59.4 61.5 57.8 59.4 58.6 58.6 58.4 COST 0. 63500. 0. 0. 0. 63500. 58.6 66.5 60.9 58.2 66.4 61.6 58.4 66.3 63.5 61.6 58.2 66.2 62.8 59.1 66.1 62.1 61.3 59.2 2.5 6.2 2.7 2.2 6.6 3.1 1.9 6.4 2.3 1.6 1.5 6.9 1.3 1.3 6.7 3.5 2.7 .8 AREA (SQ. FT.) 0. 12869. 0. 0. 0. 12869. CONTURW.OPT 3/10/99 2:39 PM OPTTMA-VU1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON — MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 PROBLEM TITLE Pacific Shores North - Contour receivers EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES ARRIER SECTION EFFECTIVENESS/COST NO IDENT HEIGHT INDEX 1 2 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 1 11 2 12 3 13 4 14 6 15 7 16 8 17 9 18 10 19 11 20 12 21 13 22 14 23 15 24 16 25 17 26 18 27 19 28 20 29 21 30 22 31 23 32 24 33 25 34 26 35 27 36 29 37 30 38 31 7. 22. 30. 32. 33. 34. 33. 33. 0. 25. 28. 30. 35. 25. 30. 29. 26. 29. 31. 29. 28. 29. 29. 29. 30. 30. 29. 29. 31. 31. 31. 33. 34. 27. 26. 30. 34. 26. 39 32 23. HEIGHT INDEX 1 2 Pacific Shores North - needed walls RATIO 3 10. 22. 30. 33. 33. 33. 33. 34. 29. 30. 30. 35. 26. 33. 33. 32. 32. 31. 29. 30. 31. 29. 30. 32. 33. 31. 29. 31. 32. 32. 35. 36. 27. 26. 33. 37. 26. 21. 3 4 9. 20. 28. 32. 33. 33. 33. 34. 29. 29. 29. 34. 26. 33. 33. 32. 32. 31. 31. 32. 31. 27. 28. 31. 32. 30. 28. 30. 33. 34. 35. 37. 27. 24. 33. 37. 25. 18. 4 Contour 5 7. 19. 26. 29. 31. 33. 33. 33. 27. 27. 27. 32. 26. 32. 33. 30. 31. 30. 31. 32. 29. 25. 26. 29. 30. 27. 25. 28. 33. 35. 34. 37. 26. 22. 33. 36. 24. 15. 5 6 5. 18. 25. 28. 29. 31. 32. 33. 25. 24. 25. 29. 24. 31. 31. 28. 30. 28. 30. 30. 26. 24. 25. 27. 27. 25. 23. 25. 30. 34. 33. 35. 24. 20. 30. 33. 22. 13. 6 7 4. 17. 24. 27. 28. 29. 29. 31. 26. 24. 25. 28. 21. 29. 29. 26. 28. 26. 27. 27. 24. 23. 24. 25. 25. 24. 22. 24. 28. 32. 31. 32. 22. 19. 29. 31. 21. 13. 7 8 3. 17. 24. 27. 28. 28. 29. 30. 27. 24. 25. 27. 20. 29. 28. 26. 27. 25. 26. 26. 23. 22. 23. 25. 25. 23. 22. 23. 27. 32. 30. 31. 21. 18. 30. 30. 21. 13. 8 CORRESPONDING BARRIER 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. 1 2 3. 3. 3. 3. 3. 3. 3. 3. 0. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 2 3 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 3 HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5.5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 4 5 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5 6 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 6 7 8 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 7 8 receivers BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111112341677766666 66666666666655 66666 CONTURW2.OPT 3/10/99 2:39 PM CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 3. 7. 7. 7. 7. 7. 7. RESULTS REC REC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL 4. 5. 0. 7. 7. 7. LEQ 61.0 61.3 62.1 63.5 65.9 66.1 61.2 59.3 58.4 57.6 66.3 62.9 57.4 66.4 60.8 57.1 66.5 59.8 56.9 66.4 61.0 57.4 66.3 63.7 61.1 57.3 66.2 62.7 58.5 66.1 62.0 61.0 58.7 COST 0. 74200. 0. 0. 0. 7. 8. 8. 8. 7. 7. 7. 6. LEQ(Z(0)) 61.9 62.9 63.6 64.5 65.9 66.2 63.6 62.1 60.8 59.6 66.3 63.9 60.9 66.4 63.7 60.8 66.5 64.0 60.8 66.4 64.0 60.7 66.3 64.7 63.5 60.1 66.2 64.1 61.2 66.1 64.2 63.3 60.4 7. 7. 7. 7. 7. 7. 7. 7. 7. 6. IL 1.0 1.6 1.5 1.1 .0 .1 2.4 2.8 2.4 2.0 .0 .9 3.4 .0 3.0 3.6 .0 4.3 3.9 .0 3.0 3.4 .0 1.0 2.4 2.8 .0 1.5 2.7 .0 2.2 2.3 1.7 AREA (SQ. FT.) 0. 14706. 0. 0. 0. TOTALS: $ 74200. 14706. Pacific Shores North - Contour receivers 6 ft walls BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 11111555155555555555555555555555 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 6. 6. 6. 0. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. RESULTS 555555 REC 1 2 3 4 S 6 1 8 9 10 11 12 13 14 15 REC ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LEQ 60. 60. 61. 63. 65. 66. 61. 59. 58. 57. 66. 63. 57. 66. 61. LEQIZ(O) ) 9 9 9 6 9 1 7 5 4 6 3 1 8 4 8 61 62 63 64 65 66 63 62 60 59 66 63 60 66 63 .9 .9 .6 .5 .9 .2 .6 .1 .8 .6 .3 .9 .9 .4 .7 1 2 1 1 1 2 2 1 3 2 IL .0 .0 .7 .0 .0 .1 .9 .6 .4 .9 .0 .7 .1 .0 .0 CONTURW2.0PT 3/10/99 2:39 PM 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL TOTALS : $ END OF ALL CASES 57.4 66.5 60.5 57.2 66.4 61.8 57.6 66.3 64.1 61.5 57.5 66.2 63.0 58.7 66.1 62.7 61.3 58.8 COST 0. 63500. 0. 0. 0. 63500. 60.8 66.5 64.0 60.8 66.4 64.0 60.7 66.3 64.7 63.5 60.1 66.2 64.1 61.2 66.1 64.2 63.3 60.4 3.3 .0 3.6 3.5 .0 2.2 3.1 .0 .6 2.0 2.6 .0 1.1 2.5 .0 1.6 2.0 1.6 AREA (SQ. FT.) 0. 12869. 0. 0. 0. 12869. CONTURW2.0PT 3/10/99 2:39 PM