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Home My WebLink AboutCT 99-09; Rancho Carrillo Village N; Tentative Map (CT) (35)NOISE TECHNICAL REPORT FOR RANCHO CARRILLO VILLAGE N CITY OF SAN DIEGO, CALIFORNIA RECEIVED MAY 2 8 1999 CITY OF CARLSBAD PLANNING DEPT. Prepared for D. R. HORTON SAN DIEGO 1010 SOUTH COAST HIGHWAY 101, SUITE 101 ENCINITAS, CA 92024-5065 Prepared by DAVID M. GOTTFREDSON ACOUSTICIAN RECON NUMBER 3161N MAY 12, 1999 4241 Jutland Drive, Suite 201 San Diego, CA 92117-3653 619 / 270-5066 fax 270-5414 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 6 C. Traffic Noise Analysis 7 Existing Conditions 8 Future Acoustical Environment and Impacts 11 Mitigation 13 References Cited 17 FIGURES 1: Regional location of the project 3 2: Project plotted on a 1" = 2,000' scale USGS topographic map 4 3: Tentative map 5 4: Existing topography and noise measurement locations 9 5: Future noise contours without mitigation 12 6: Modeled receiver locations and proposed noise barriers 14 TABLES 1: Year 2015 Roadway Traffic Parameters 7 2: 20-Minute Traffic Counts 9 3: Comparison of Measured and Modeled Noise Levels 11 4: Year 2015 Noise Levels 15 ATTACHMENTS 1: Noise measurement data 2: STAMINA output - measured conditions 3: STAMINA output—future conditions, contour receiver 4: STAMINA/OPTIMA output—future conditions, backyard and building receivers Summary The proposed Rancho Carrillo Village N project is located along Melrose Drive north of Alga Road in the city of Carlsbad. The project includes the construction of 105 multi- family residential units in 35 buildings as well as an active recreation area. This report provides an updated analysis of the effects on exterior noise due to revised grading on Village N. A previous analysis of noise effects was addressed in the Noise Technical Report for the Rancho Carrillo Master Plan and General Plan Amendment prepared by RECON in June 1992. The current analysis also updates the traffic parameters provided in that study based on current information. This report analyzes impacts to the proposed residential uses from future traffic noise generated on adjacent roadways. Impacts are assessed in accordance with the guidelines, policies, and standards established by the City of Carlsbad. With the construction of seven-foot-high noise barriers along the top of the slope adjacent to Melrose Drive (pads 1 through 6). noise levels at all ground-floor usable areas on those pads will be at or below 65 Community Noise Equivalent Level (CNEL). With the construction of noise barriers varying from four to seven feet in height at the top of the slope on pads 20 through 23, noise levels at all ground-floor usable areas on those pads will be below the City's 60 CNEL standard. All other usable exterior areas within the project are anticipated to be at or below 60 CNEL. Barrier heights are relative to final pad elevations. Required barrier heights may be achieved through the construction of walls, berms, or wall/berm combinations. For example, seven-foot barrier heights can be accomplished with a five-foot-high wall atop a two-foot-high berm. Examples of acceptable barrier materials include, but are not limited to, masonry block, wood frame with stucco, 0.5-inch-thick Plexiglas, or 0.25-inch-thick plate glass. If transparent barrier materials are used, no gaps should occur between the panels. 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 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" (City of Carlsbad 1994). The noise impacted properties are Pads 1 through 6 adjacent to Melrose Drive. With the requirement for notification and the inclusion of the proposed noise barriers, noise impacts will be adequately mitigated. Even with the construction of noise barriers, noise levels at second-floor receivers adjacent to the roadway 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 second-floor interior noise levels due to exterior sources will be below the 45 CNEL interior standard. The impacted pads are pads 1 through 6 and 23. Additionally, for those areas where ground- and/or second-floor exterior noise levels are projected to exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that interior noise levels meet the City's interior 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 pads are pads 1 through 6 and 21 through 23. Introduction The proposed Rancho Carrillo Village N project is located along Melrose Drive north of Alga Road in the city of San Diego. 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 tentative map for the project. Rancho Carrillo Village N will construct 105 multi-family units in 35 buildings as well as an active recreation area. This report analyzes impacts to the proposed residential uses from future traffic noise generated on Melrose Drive. 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. 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 PROJECT LOCATION m M:jobs\3161n\graphics\regional.cdr FIGURE 1 Regional Location of the Project PROJECT LOCATION Map Source: U.S.G.S. 7.5 Minute topographic maps, Rancho Santa Fe and San Marcos quadrangles FIGURE 2 Project Location HI0 = 200 Project boundary FIGURE 3 Tentative Map Mod. M:jobs\3161 n\gis\noise\fig' 3 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 (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 0269 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. Two ground-floor measure- ments (five feet above the ground) were made for approximately 20 minutes each. Traffic on Melrose Drive was counted during the noise measurements. C. Traffic Noise Analysis 1. Traffic Parameters Table 1 presents the future traffic parameters used in this analysis. Future traffic volumes for Melrose Drive in the vicinity of the project were obtained from the Series 8 growth forecasts prepared by SANDAG. For Melrose Drive, traffic volumes for the year 2015 are projected to be 38,000 average daily trips (ADT) adjacent to the project. TABLE 1 YEAR 2015 ROADWAY TRAFFIC PARAMETERS Roadway Melrose Drive ADT 38,000 Percent Autos 95.24 Percent Medium Tracks 3.52 Percent Heavy Tracks 1.24 Speed (mph) 50 mph = miles per hour Melrose Drive in the vicinity of the project site is a six-lane prime arterial. Based on the traffic volumes indicated in Table 1, traffic on Melrose Drive is anticipated to remain free flowing. Melrose Drive is posted at 55 mph. There are traffic signals at the intersection of Melrose Drive and Alga Road to the south. As discussed below, an average traffic speed of 49 mph was found to match the noise measurement data well. Given the traffic signal at Alga Road and the projected traffic volumes, this speed is reasonable. Therefore, a 24- hour average traffic speed of 49 mph was conservatively used for modeling the future traffic on Melrose Drive. The traffic mix used for Melrose Drive 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 ofTraffic 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 (California Department of Transportation 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 L^s 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 L^ 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. Receivers, roadways, and barriers are input into the STAMINA model using three- dimensional coordinates. Locations and elevations of pads and slopes for the project site were obtained from 1 inch equals 40 feet scale maps and AutoCAD drawing files received from the project engineer (Burns, pers. com. 1999). The alignment and elevations of the adjacent roadways were also obtained from these files. The Y-axis pointed west and the X-axis pointed north. As an option, STAMINA calculates ground absorption rates as reflective or absorptive. Future conditions were evaluated using reflective (hard) site assumptions. Hard sites have an attenuation of 3 dB for every doubling of distance from a line source. Existing Conditions The existing project site is currently vacant and mass graded into three large pads. Melrose Drive is in its buildout configuration along the eastern project boundary. No noise-generating activities occurred on-site during the noise measurements. Existing noise levels on-site are primarily due to traffic on Melrose Drive. Construction activities in the surrounding area and aircraft operations associated with McClellan-Palomar Airport to the northwest of the project site also contributed to ambient noise levels. 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 Tuesday, May 4, 1999, between the hours of 9:40 A.M. and 10:05 P.M. The weather was cool, partly cloudy, and with a slight breeze. A total of two 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 adjacent Melrose Drive in order to characterize the existing traffic. The noise measurement data are contained in Attachment 1. Measurement 1 is located on the top of the southern pad approximately 40 feet west of the edge of the pavement of Melrose Drive. Measurement 2 is located approximately 15 feet west of the edge of pavement on the northern pad. Noise levels were measured simultaneously at locations 1 and 2. Ambient noise levels were measured for 20 minutes at these locations. Traffic on Melrose Drive was also counted during the measurement interval. During the 20-minute measurement period, the average noise level was 63.3 dB(A) at location 1 and 61.4 dB(A) at location 2. Table 2 summarizes the results of the traffic counts taken during the measurements. TABLE 2 20-MINUTE TRAFFIC COUNTS Medium Heavy Measurement Locations Cars Trucks Trucks Buses Motorcycles Northbound Melrose Drive Location 1 and 2 43 3 00 0 Southbound Melrose Drive Location 1 and 2 37 4 00 0 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 discussed above. The STAMINA model was run with the observed traffic volumes and mixes, as well as the existing topography and road system. 200 100 FEET 0 t • Noise measurement location Project boundary Mod. M:jobs\3l61n\gis\noisc\fig4 FIGURE 4 Existing Topography and Noise Measurement Locations The traffic volumes and mixes used for Melrose Drive are shown in Table 2. 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 Melrose Drive was varied until the STAMINA output reasonably matched the measured noise levels. As indicated previously, the average traffic speed for Melrose Drive that resulted in the best agreement with the measurements was 49 mph. Table 3 shows the measured noise levels compared with the modeled noise levels using these assumptions. TABLE 3 COMPARISON OF MEASURED AND MODELED NOISE LEVELS [dB(A)] Measurement Location 1 2 Measured Noise Levels 63.3 61.4 Modeled Noise Levels 63.3 61.6 Difference 0.0 +0.2 From Table 3 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 The methods used in the analysis of future conditions are described in the Analysis Methodology section of this report. 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. The resulting noise contours at five feet above the ground are shown in Figure 5. These noise contours include the effects of future grading on the property but do not take into account any noise mitigation measures or shielding provided by the proposed buildings. 11 200 100 FEET 0 Mod. M:jobs\3161 n\gis\noise\fig5 t Project boundary FIGURE 5 Future Noise Contours Without Mitigation Although the dwellings are multi-family, there are usable backyards associated with the buildings. These backyards are located around the perimeter of the project. Additionally, there is an active recreation area which could be exposed to traffic noise through the project entrance. As seen in Figure 5, noise levels in the backyards adjacent to or with a view to Melrose Drive are projected to exceed 60 CNEL, which is the City's exterior residential standard. Noise levels in the active recreation area are also projected to exceed 60 CNEL. Noise levels were also modeled for a series of 27 ground-floor receivers located in the backyards adjacent to Melrose Drive and in the recreation area. Figure 6 shows the locations of the modeled receivers. Second-floor noise levels were also projected for the receivers placed immediately adjacent to the building locations. STAMINA input and output are provided in Attachment 4. Table 4 summarizes the results of the noise modeling at the 27 modeled receivers. From Table 4 and Figure 5 it can be seen that future predicted noise levels are projected to exceed the City's 60 CNEL exterior standard in the active recreational area and on the backyards with a view to Melrose Drive. Mitigation Noise levels in the active recreational area and backyards with a view to Melrose Drive are anticipated to exceed 60 CNEL without mitigation (see Figure 5 and Table 4). 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. The acoustical report originally prepared for the Rancho Carrillo Master Plan and General Plan Amendment (RECON 1992) indicates that wall heights in excess of six feet would be required to reduce noise levels immediately adjacent to Melrose Drive on Village N to 60 CNEL or less. With the construction of five-foot height walls, noise levels were projected to be 65 CNEL or less, and a condition for notification of future owners was required by the City's General Plan (RECON 1992). With the current proposed grading, barrier heights in excess of six feet would still be required to reduce noise levels immediately adjacent to Melrose Drive (pads 1 through 6) to 60 CNEL. Therefore, as with the previous analysis, for those pads immediately adjacent to Melrose Drive, the barrier heights required to reduce noise levels to 65 CNEL or less were determined. This can be accomplished along Melrose Drive with a five-foot- high wall atop a two-foot-high berm. Figure 6 shows the locations of the proposed barriers. Table 4 shows the anticipated noise levels after construction of the proposed noise barriers. 13 200 100 FEET 0 Mod. M:jnbsV1I6ln\gis\noise\(ie(i 4' Barrier 5'Barrier 6' Barrier T Barrier • Modeled receiver locations Project boundary FIGURE 6 Modeled Receiver Locations and Proposed Noise Barriers TABLE 4 YEAR 2015 NOISE LEVELS Projected Noise Level with No Projected Noise Level with Constructed Noise Barriers Constructed Noise Barriers Receiver (CNEL) (CNEL) Number 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 1st Floor 2nd Floor 1st Floor 2nd Floor 73 73 73 73 73 73 70 65 63 62 61 60 64 62 68 69 69 70 70 70 69 65 64 63 61 60 59 NA /X64\ NA I \ NA 65 \ NA NA 64 NA 65 NA 65 NA \ 65 NA NA NA / NA NA ray NA *S"*->'^_x NA 60 \ NA NA 60 1 NA NA 59 NA 59 NA 58 NA 60 NA 60 1... v 72 r62jj 72 63^ NA NA NA NA NA 69 69 72 63 / 69 72 64 \ 69 72 64 72 64 71 63 67 60 69 70 69 66 66 60 66 64 60 63 62 59 61 61 58 60 60 58 60 NA = not applicable (there is no second-story receiver at this location) With the construction of seven-foot-high noise barriers along the top of the slope adjacent to Melrose Drive (pads 1 through 6), noise levels at all ground-floor usable areas on those pads will be at or below 65 CNEL. With the construction of noise barriers varying from four to seven feet in height at the top of the slope on pads 20 through 23, noise levels at all ground-floor usable areas on those pads will be below the City's 60 CNEL standard. All other usable exterior areas within the project are anticipated to be at or below 60 CNEL. Barrier heights are relative to final pad elevations. Required barrier heights may be achieved through the construction of walls, berms, or wall/berm combinations. The effectiveness of a barrier is dependent upon the quality of construction and the barrier material mass and acoustical properties. Barriers should be free of cracks and holes. The transmission loss through a barrier should be at least 10 decibels greater than the estimated barrier attenuation (Federal Highway Administration 1979:34). If a barrier attenuates noise levels by 5 dB(A) at a receiver location, the barrier transmission loss must be at least 15 dB(A) to prevent audible noise from traveling through the barrier and adding to the acoustical environment. Examples of acceptable barrier materials include, but are not limited to, masonry block, wood frame with stucco, 0.5-inch-thick Plexiglas, or 0.25-inch-thick plate glass. If transparent barrier materials are used, no gaps should occur between the panels. 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 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" (City of Carlsbad 1994). The noise impacted properties are Pads 1 through 6 adjacent to Melrose Drive. With the requirement for notification and the inclusion of the proposed noise barriers, noise impacts will be adequately mitigated. As seen from Table 4, even with the construction of noise barriers, noise levels at second- floor receivers adjacent to the roadways 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 second-floor interior noise levels due to exterior sources will be below the 45 CNEL interior standard. The impacted pads are pads 1 through 6 and 23. Additionally, for those areas where ground- and/or second-floor exterior noise levels are projected to exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that interior noise levels meet the City's interior standard of 45 CNEL. The 16 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 pads are pads 1 through 6 and 21 through 23. References Cited Burns, Troy 1999 Personal communication with David Gottfredson, RECON, March 30. Hunsaker & Associates. California Department of Transportation 1983 California Vehicle Noise Emission Levels. Report No. FHWA/CA/T1-84/13. August. 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. RECON 1992 Noise Technical Report for the Rancho Carrillo Master Plan and General Plan Amendment. RECON Number 2417N. June 2. San Diego Association of Governments (SANDAG) 1994 Comprehensive Land Use Plan McClellan-Palomar Airport, Carlsbad, California. Adopted April. Vanderbilt University 1991 STAMINA 2.0/OPTIMA Noise Prediction Program. Version 1.2. Prepared by Bowlby and Associates. 17 ATTACHMENTS ATTACHMENT 1 KEY TO FILE CODES ATTACHMENT 1 Meter 269 - Measurements 2 Meter 275 - Measurements 1 C:\LARDAV\SLMUTIL\04MAY_09.bin Interval Data Site Location L(100) 0 0 0 0 0 00 0 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MeasNumber Date Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 04May 99 09:42:00 04May 99 09:43:00 04May 99 09:44:00 04May 99 09:45:00 04May 99 09:46:00 04May 99 09:47:00 04May 99 09:48:00 04May 99 09:49:00 04May 99 09:50:00 04May 99 09:51:00 04May 99 09:52:00 04May 99 09:53:00 04May 99 09:54:00 04May 99 09:55:00 04May 99 09:56:00 04May 99 09:57:00 04May 99 09:58:00 04May 99 09:59:00 04May 99 10:00:00 04May 99 10:01:00 04May 99 10:02:00 04May 99 10:03:00 04May 99 10:04:00 04May 99 10:05:00 04May 99 10:06:00 04May 99 10:07:00 04May 99 10:20:55 04May 99 10:21:00 04May 99 10:22:00 04May 99 10:23:00 04May 99 10:24:00 04May 99 10:25:00 04May 99 10:26:00 04May 99 10:27:00 04May 99 10:28:00 04May 99 10:29:00 04May 99 10:30:00 04May 99 10:31:00 04May 99 10:32:00 04May 99 10:33:00 04May 99 10:34:00 04May 99 10:35:00 04May 99 10:36:00 04May 99 10:37:00 04May 99 10:38:00 04May 99 10:39:00 04May 99 10:40:00 04May 99 10:41:00 04May 99 10:42:00 04May 99 10:43:00 04May 99 10:44:00 04May 99 10:45:00 04May 99 10:46:00 Duration Leq 59.5 60.0 60.060.0 60.0 60.0 60.0 60.0 60.060.0 60.0 60.060.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 55.8 4.2 60.0 60.0 60.0 60.0 60.060.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.060.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 53.4 44.9 55.9 59.1 59.4 60.766.4 62.9 61.763.5 58.5 57.2 60.1 59.9 53.4 65.1 63.0 61.0 58.9 63.3 44.3 64.5 55.1 63.8 64.5 61.0 59.7 65.5 60.7 69.4 64.6 73.3 63.8 70.2 61.4 61.9 71.0 67.2 64.1 66.8 64.8 65.5 61.7 73.5 70.7 66.8 69.3 71.5 60.7 65.5 70.1 67.5 72.4 71.2 62.7 73.7 76.9 77.2 78.584.2 80.679.5 81.2 76.3 75.0 77.9 77.7 71.2 82.9 80.8 78.876.7 81.1 62.1 82.2 72.9 81.6 82.3 78.5 66.0 83.3 78.4 87.2 82.3 91.0 81.6 87.9 79.2 79.7 88.8 85.0 81.9 84.6 82.6 83.3 79.4 91.2 88.5 84.6 87.0 89.2 78.5 83.3 87.9 85.2 90.2 SEL 65.5 54.1 66.7 70.3 70.1 73.5 74.5 72.8 73.373.0 70.1 68.6 71.6 72.6 62.2 75.7 75.4 73.6 70.0 74.6 49.4 75.6 69.0 73.1 77.4 72.3 62.2 80.1 75.4 81.5 78.4 86.676.0 85.9 74.8 72.0 86.9 79.4 76.7 81.7 78.0 77.8 70.9 90.0 86.2 77.3 81.7 85.4 68.9 79.6 83.3 82.5 87.4 Lmax 42.0 41.7 41.3 41.5 45.0 45.5 48.6 44.3 42.744.5 42.5 41.6 41.9 43.4 41.5 42.0 43.9 45.6 44.0 42.2 41.2 41.9 40.6 41.5 43.4 43.0 56.1 48.0 47.3 50.0 49.9 50.8 48.1 49.4 49.3 49.1 51.0 51.8 48.1 47.9 48.2 49.2 47.3 50.8 50.2 49.4 53.4 51.1 51.1 48.3 52.9 48.5 51.5 Lmin Peak 82.0 0.0 65.0 0.0 78.1 0.082.1 0.0 81.9 0.0 85.0 0.0 94.5 0.0 85.0 0.0 84.9 0.0 94.8 0.0 81.4 0.0 88.9 0.0 90.9 0.0 85.1 0.0 75.6 0.0 87.7 0.0 88.2 0.0 87.2 0.0 82.0 0.0 88.4 0.0 65.2 0.0 85.9 0.0 90.7 0.0 87.8 0.0 90.5 0.0 84.5 0.0 73.8 0.0 93.8 0.0 86.2 0.0 93.3 98.1 88.9 0.0 98.3 98.1 87.9 0.0 97.0 106.7 86.1 0.0 83.3 0.0 98.7 109.4 91.3 105.5 87.3 0.0 96.2 0.0 90.6 0.0 89.7 0.0 82.6 0.0 101.5 106.798.1 102.6 89.2 0.0 93.0 98.1 95.7 102.6 81.0 0.0 90.5 0.0 94.2 98.1 93.3 0.0 99.5 105.5 Uwpk 61.1 47.5 63.8 66.4 64.7 68.7 71.3 69.7 70.270.7 65.8 64.3 68.8 67.4 60.6 72.7 69.0 70.8 65.4 71.2 46.7 70.4 64.3 69.8 72.5 69.8 62.1 71.0 67.6 76.8 68.9 78.9 72.6 77.0 66.4 69.0 76.3 75.6 71.8 72.3 70.7 73.8 69.0 77.0 77.4 73.8 76.1 78.5 66.3 70.9 78.3 74.6 79.5 L( 5) 58.5 46.0 62.0 65.1 63.1 61.4 70.2 67.8 66.067.1 64.1 62.8 65.6 64.7 59.0 69.5 66.7 61.1 63.0 69.1 46.0 69.2 54.7 68.8 65.6 67.0 61.8 66.6 57.7 73.3 67.3 75.565.8 73.3 63.2 65.3 73.3 71.5 67.8 66.5 67.0 68.9 67.7 72.9 72.4 71.0 72.4 75.8 64.7 68.2 73.0 66.7 75.5 L(10) 49.3 44.7 46.154.0 58.4 53.167.0 61.0 58.9 62.5 53.1 53.051.7 50.8 50.0 63.6 60.6 52.857.3 57.6 44.7 63.9 44.4 63.6 59.5 48.1 60.7 56.2 52.6 65.8 61.2 68.157.4 63.8 59.6 60.9 63.1 60.5 57.0 59.1 61.9 59.5 56.7 62.6 62.2 64.5 67.3 67.6 60.1 59.1 65.0 58.4 64.6 L(33) 46.1 44.2 44.6 til .1 54.9 51.264.3 57.5 47.6 58.7 48.9 49.5 48.5 48.1 46.2 56.9 56.7 50.153.7 46.5 44.0 58.5 43.0 57.8 55.1 46.5 59.8 51.8 51.1 63.8 58.1 61.5 54.1 53.6 56.0 58.6 60.5 57.7 54.1 54.7 53.6 56.9 52.7 58.3 56.3 55.5 64.8 61.5 57.4 56.7 62.8 56.6 60.5 L(50) 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L(IOO) o.o""3 0.0 . 0.0 v 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 ^ 0.0 ty 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /u" L:\DRAFT\3161nVmeasurel\meter269\INTERVAL.TXT 5/6/99 2:41 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 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 99 10:47 99 10:48 99 10:49 99 10:50 99 10:51 99 10:52 99 10:53 99 10:53 99 11:09 99 11:10 99 11:11 99 11:12 99 11:13 99 11:14 99 11:15 99 11:16 99 11:17 99 11:18 99 11:19 99 11:20 99 11:21 99 11:22 99 11:23 99 11:24 99 11:25 99 11:26 99 11:26 99 11:30 -.00 :00 :00 :00 :00 :00 :13 :17 :20 :00 :00 :00 :00 -.00 :00 :00 :00 -.00 :00 :00 :00 :00 :00 :00 :00 :00 :54 :41 60.0 60.0 60.0 60.0 60.0 56.0 2.1 2.8 39.4 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 51.5 2.2 6.0 64.6 70.5 66.2 72.4 63.3 66.3 54.4 57.7 71.6 61.4 72.3 57.5 69.1 69.2 71.9 67.2 72.2 67.9 62.3 69.9 70.9 68.8 66.0 73.4 72.4 65.5 65.5 47.2 82.4 88.3 83.9 90.2 81.1 83.8 57.5 62.1 87.5 79.2 90.1 75.2 86.9 87.0 89.7 84.9 90.0 85.7 80.0 87.7 88.6 86.6 83.7 91.2 90.2 82.6 69.0 55.0 79.3 82.3 79.7 88.9 79.3 79.6 55.7 60.6 85.5 72.6 87.8 66.3 80.2 82.7 86.0 77.5 86.2 82.4 76.0 84.4 85.5 82.4 74.0 87.8 85.2 76.1 67.6 57.7 49.8 48.5 47.8 48.2 46.5 46.4 52.8 53.8 47.7 48.8 49.2 48.3 52.5 51.2 48.6 52.8 49.9 50.8 46.8 46.9 50.0 52.7 46.6 51.1 47.4 47.6 64.5 42.5 90.8 93.3 91.8 102.0 90.1 95.3 66.8 72.3 97.6 86.3 99.3 78.1 93.4 93.2 97.8 89.2 99.9 93.3 87.6 95.4 97.6 94.6 85.4 98.9 95.8 87.9 78.7 81.2 0.0 100.6 0.0 105.5 0.0 0.0 0.0 0.0 102.6 98.1 102.6 0.0 0.0 98.1 100.6 0.0 102.6 0.0 0.0 100.6 104.2 102.6 100.6 100.6 98.1 102.6 0.0 0.0 70.4 78.7 72.9 77.1 66.3 73.4 55.7 60.6 78.9 68.3 79.1 65.3 75.7 74.5 78.8 74.0 79.6 74.2 68.8 76.8 78.6 72.0 72.0 80.2 79.6 72.1 67.4 52.5 66.7 74.4 70.2 74.5 62.4 70.8 55.7 60.6 75.7 65.3 75.8 62.1 73.6 72.7 76.7 70.9 74.7 69.5 65.0 73.9 72.5 71.2 71.3 77.4 76.8 69.3 66.8 49.2 59.1 66.4 62.4 64.8 53.4 62.6 55.0 58.8 60.9 59.0 63.6 53.7 66.4 65.0 65.3 65.8 63.1 63.4 52.4 64.7 64.3 67.8 64.6 68.3 69.5 64.2 65.7 45.8 54.9 60.6 52.6 61.1 51.7 51.6 54.2 56.7 54.3 54.0 57.5 52.5 63.9 62.2 58.0 63.4 55.3 58.4 50.9 53.8 59.2 66.0 59.9 64.6 65.4 62.0 65.0 44.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 "i.'' L:\DRAFT\3161n\measurel\meter269\INTERVAL.TXT 5/6/99 2:41 PM C:\LARDAV\SLMUTIL\04MAY_09.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 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 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 Time 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:42: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:43: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:44: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:45: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:46: 09:47: Level 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 09:47:05 09:47:10 09:47:15 09:47: 09:47: 09:47: :20 :25 30 09:47:35 09:47: 09:47: :40 :45 09:47:50 09:47: 09:48: 09:48: :55 ;00 :05 56 60 48 45 44 43 44 45 45 46 52 57 48 45 44 44 42 43 43 44 44 44 45 43 43 43 43 46 62 63 57 46 44 44 43 43 44 42 42 52 59 63 62 66 47 47 46 48 60 61 58 53 48 49 64 62 48 60 58 55 57 51 51 50 52 59 51 49 .7 .5 .4 .7 .3 .4 .4 .9 .7 .9 .6 .5 .2 .1 .8 .6 .7 .3 .2 .0 .4 .7 .0 .4 .1 .7 .8 .7 .1 .5 .4 .2 .2 .4 .5 .5 .0 .5 .8 .7 .4 .4 .7 .4 .9 .1 .5 .7 .7 .4 .7 .1 .3 .3 .4 .5 .8 .6 .0 .6 .7 .8 .7 .4 .3 .6 .9 .4 49.1 47 57 70 61 67 .5 .7 .4 .0 .3 Lmax 62.5 65 53 48 45 44 45 48 47 49 56 60 53 46 47 47 43 45 44 47 45 45 46 44 44 45 45 49 66 66 61 49 45 45 44 45 46 43 44 57 62 67 67 70 51 48 48 50 63 64 60 57 50 53 70 69 50 65 63 59 60 55 55 52 57 62 55 52 .5 .3 .1 .8 .7 .6 .0 .5 .1 .8 .0 .0 .5 .5 .9 .6 .1 .8 .3 .8 .5 .6 .3 .5 .8 .0 .7 .7 .5 .5 .1 .2 .4 .6 .5 .5 .7 .6 .6 .1 .0 .0 .3 .0 .5 .0 .6 .8 .6 .3 .1 .8 .5 .1 .6 .8 .1 .0 .0 .7 .6 .6 .6 .4 .1 .3 .6 52.3 50.3 67 73 63 .0 .5 .9 70.7 SEL 63. 67. 55. 52. 51. 50. 51. 52. 52. 53. 59. 64. 55. 52. 51. 51. 49. 50. 50. 51. 51. 51. 52. 50. 50. 50. 50. 53. 69. 70. 64. 53. 51. 51. 50. 50. 51. 49. 49. 59. 66. 70. 69. 73. 54. 54. 53. 55. 67. 68. 65. 60. 55. 56. 71. 69. 55. 67. 65. T 7 ^/ .. 'I.J "5 Vln- 6fe 'v 4 7 2 4 4 9 7 9 6 5 2 1 8 6 7 3 2 0 4 7 0 4 1 6 8 7 0 5 4 2 2 4 5 5 0 5 8 7 4 4 7 4 9 1 5 7 7 4 7 0 3 .3 4 5 7 6 .0 62.6 64. 58. 58. 57. 59. 66. 58. 56. 56. 54. 64. 77. 68. 74. 6 .8 .7 .4 .3 .6 .9 ,4 .1 .5 .7 .4 .0 .3 L:\DRAFT\3161n\measurcl\metei269\TIMEfflST.TXT 5/6/99 2:40 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 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 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 99 99 99 99 99 99 99 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 48:10 48:15 48:20 48:25 48:30 48:35 48:40 48:45 48:50 48:55 49:00 49:05 49:10 49:15 49:20 49:25 49:30 49:35 49:40 49:45 49:50 49:55 50:00 50:05 50:10 50:15 50:20 50:25 50:30 50:35 50:40 50:45 50:50 50:55 51:00 51:05 51:10 51:15 51:20 51:25 51:30 51:35 51:40 51:45 51:50 51:55 52:00 52:05 52:10 52:15 52:20 52:25 52:30 52:35 52:40 52:45 52:50 52:55 53:00 53:05 53:10 53:15 53:20 53:25 53:30 53:35 53:40 53:45 53:50 53:55 54:00 54:05 54:10 54:15 09:54:20 09::54:25 09:54:30 09:54:35 09:54:40 09:54:45 09:;54:50 69. 71. 68. 65. 50. 54. 64. 60. 60. 69. 69. 61. 56. 62. 50. 67. 56. 45. 50. 60. 63. 58. 62. 62. 61. 70. 60. 48. 44. 44. 44. 45. 45. 46. 47. 47. 60. 67. 63. 57. 56. 60. 64. 70. 63. 50. 66. 56. 46. 46. 48. 50. 55. 63. 58. 47. 46. 46. 46. 45. 42. 43. 43. 52. 62. 64. 54. 52. 55. 53. 50. 50. 55. 59. 49. 44. 44. 43. 44. 47. 66. 4 0 1 9 9 2 4 8 3 6 0 8 9 6 6 5 9 3 1 5 0 9 4 9 9 4 5 6 7 1 6 7 6 7 8 5 6 6 1 0 2 9 6 0 9 7 4 8 5 0 1 2 3 4 2 4 2 6 1 1 8 1 9 9 9 7 3 7 7 7 4 1 3 4 0 6 9 2 8 .6 .2 70. 74. 72. 69. 53. 58. 66. 65. 65. 71. 72. 68. 63- 66. 55- 71. 66. 46- 54. 65. 66. 61. 66. 66. 68. 73. 65. 52. 47. 46. 48. 48. 47. 49. 51. 49. 67. 70. 65. 62. 61. 63. 66- 73- 71. 56. 70. 63. 51. 51. 53. 55. 62. 65- 64. 53. 51. 52- 53. 52- 45. 44. 45- 61. 65. 68. 8 4 2 6 8 1 5 4 4 7 8 3 8 3 7 6 1 6 1 6 1 3 4 3 1 3 8 3 0 3 0 5 3 3 5 7 5 9 8 4 8 7 8 0 8 7 1 8 3 6 6 3 6 8 3 3 7 3 2 1 9 9 1 0 0 6 61.2 57. 61. 59- 54. 52. 57. 62. 55. 46. 2 4 2 7 8 8 1 3 ,2 48.2 44. 46. 49. 71. .3 6 .3 .1 76 78 75 72 57 61 71 67 67 76 76 68 63 69 57 74 63 52 57 67 70 65 69 69 68 77 67 55 51 51 51 52 52 53 54 54 67 74 70 64 63 67 71 77 70 57 73 63 53 53 55 57 62 70 65 54 53 53 53 52 49 50 50 59 69 71 61 59 62 60 57 57 62 66 56 51 51 50 51 54 73 .4 .0 .1 .9 .9 .2 .3 .8 .3 .6 .0 .7 .9 .6 .6 .5 .9 .3 .0 .5 .0 .9 .4 .9 .8 .4 .5 .6 .7 .1 .6 .7 .6 .7 .7 .5 .6 .6 .1 .0 .2 .9 .6 .0 .8 .7 .4 .8 .5 .0 .1 .2 .3 .4 .1 .4 .2.5 .1 .1 .8 .1 .9 .9 .9 .7 .3 .7 .7 .6 .3 .1 .3 .4 .0 .6 .9 .2 .8 .5 .2 L:\DRAFT\3161n\measurel\metei269\TIMEfflST.TXT 5/6/99 2:40 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 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04 May 04May 04May 04May 04May 04May 04May 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 99 99 99 99 99 99 99 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 10: 10: 10: 10: 10: 10: 10: 10: 54:55 55:00 55:05 55:10 55:15 55:20 55:25 55:30 55:35 55:40 55:45 55:50 55:55 56:00 56:05 56:10 56:15 56:20 56:25 56:30 56:35 56:40 56:45 56:50 56:55 57:00 57:05 57:10 57:15 57:20 57:25 57:30 57:35 57:40 57:45 57:50 57:55 58:00 58:05 58:10 58:15 58:20 58:25 58:30 58:35 58:40 58:45 58:50 58:55 59:00 59:05 59:10 59:15 59:20 59:25 59:30 59:35 59:40 59:45 59:50 59:55 00:00 00:05 00:10 00:15 00:20 00:25 00:30 00:35 10:00:40 10:00:45 10:00:50 10:00:55 10: 10: 10: 10: 10: 10: 10: 10: 01:00 01:05 : 01:10 :01:15 :01:20 : 01:25 ;01:30 :01:35 68 46 47 60 68 49 63 58 46 46 46 45 49 56 57 46 45 44 45 53 60 50 44 43 43 43 44 59 62 48 46 59 70 62 65 72 62 50 58 58 65 55 44 45 46 58 71 62 63 53 47 48 50 70 64 47 49 53 51 51 53 59 51 58 62 57 63 64 45 44 45 48 54 60 64 71 67 52 46 45 44 .0 .4 .1 .7 .5 .9 .4 .9 .8 .9 .9 .1 .8 .9 .0 .7 .8 .8 .8 .7 .1 .4 .7 .4 .3 .2 .6 .7 .3 .1 .2 .2 .3 .3 .6 .4 .8 .5 .7 .9 .8 .9 .7 .3 .7 .2 .1 .9 .9 .7 .2 .0 .8 .3 .8 .7 .3 .4 .4 .1 .8 .5 .9 .0 .2 .3 .5 .3 .6 .9 .5 .3 .2 .4 .8 .8 .7 .2 .5 .5 .2 71. 52. 52. 69. 72. 52. 66. 65. 48. 50. 50. 46. 54. 60. 61. 49. 47. 48. 47. 59. 62. 54. 46. 45. 44. 44. 47. 65. 67. 50. 47. 67. 74. 66. 66. 75. 70. 54. 61. 60. 69. 63. 45. 46. 49. 65. 75. 64. 66. 58. 49. 49. 55. 73. 71. 50. 52. 57. 54. 56. 57. 60. 56. 6 0 6 7 6 9 7 7 7 6 2 1 2 9 2 5 2 6 7 2 2 9 5 0 4 6 0 6 0 6 7 2 0 4 9 7 5 7 1 1 1 0 7 4 0 7 4 8 4 4 9 7 0 5 4 2 2 9 5 6 1 7 9 63.6 63. 61. 70. 7 0 0 70.0 46. 45. 47. 49. 57. 63. 70. 74. 73. 57. 51. .5 .7 .1 .5 ,4 .6 7 .6 .0 .2 .2 49.1 47..6 75. 53. 54. 67. 75. 56. 70. 65. 53. 53. 53. 52. 56. 63. 64. 53. 52. 51. 52. 60. 67. 57. 51. 50. 50. 50. 51. 66. 69. 55. 53. 66. 77. 69. 72. 79. 69. 57. 65. 65. 72. 62. 51. 52. 53. 65. 78. 69. 70. 60. 54. 55. 57. 77. 71. 54. 56. 60. 58. 58. 60. 66. 58. 65. 69. 64. 70. 71. 52. 51. 52. 55. 61. 67. 71. 78. 0 4 1 7 5 9 4 9 8 8 9 0 8 9 0 6 8 8 7 7 1 4 7 4 3 2 5 7 3 1 2 1 3 3 5 4 8 5 7 8 8 8 7 3 7 2 1 9 9 7 2 0 8 3 8 1 3 4 4 1 8 S 8 0 2 3 5 3 6 9 5 2 1 4 8 .8 74.7 59. 53. 52. 51. 1 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58 50 64 64 62 62 .2 .5 .7 .0 .5 .7 .3 .1 .9 .1 .4 .4 .8 .1 .4 .2 .0 .1 .7 .4 .9 .9 .S .6 .4 .8 .0 .1 .3 .1 .7 .9 .5 .5 82 71 64 80 65 65 60 67 87 82 79 85 71 65 57 64 77 65 53 82 81 81 82 58 52 65 76 76 66 53 68 66 64 64 .6 .8 .4 .3 .1 .5 .8 .1 .8 .0 .0 .2 .9 .0 .4 .3 .4 .5 .8 .3 .9 .4 .6 .8 .4 .6 .1 .0 .0 .7 .1 .6 .2 .1 84. 74. 64. 81. 66. 69. 63. 72. 87. 80. 81. 84. 75. 68. 61. 63. 80. 69. 56. 80. 81. 81. 82. 58. 56. 69. 78. 78. 65. 57. 71. 71. 69. 69. 1 5 7 0 5 7 3 1 9 1 4 4 8 1 3 2 0 1 7 4 8 9 5 6 4 8 0 1 3 1 7 9 5 5 Vit-u 04May 99 11:26:54 65.5 67.6 72.5 L:\DRAFr\3161n\measurel\metei269mMEfflST.TXT 5/6/99 2:40 PM C:\LARDAV\SLMUTIL\04MAY_09.bin Interval Data Site Location L(IOO) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 Meas Number Date Time 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 04May 99 09:43:10 04May 99 09:44:00 04May 99 09:45:00 04May 99 09:46:00 04May 99 09:47:00 04May 99 09:48:00 04May 99 09:49:00 04May 99 09:50:00 04May 99 09:51:00 04May 99 09:52:00 04May 99 09:53:00 04May 99 09:54:00 04May 99 09:55:00 04May 99 09:56:00 04May 99 09:57:00 04May 99 09:58:00 04May 99 09:59:00 04May 99 10:00:00 04May 99 10:01:00 04May 99 10:02:00 04May 99 10:03:00 04May 99 10:04:00 04May 99 10:05:00 04May 99 10:06:00 04May 99 10:07:00 04May 99 10:24:20 04May 99 10:25:00 04May 99 10:26:00 04May 99 10:27:00 04May 99 10:28:00 04May 99 10:29:00 04May 99 10:30:00 04May 99 10:31:00 04May 99 10:32:00 04May 99 10:33:00 04May 99 10:34:00 04May 99 10:35:00 04May 99 10:36:00 04May 99 10:37:00 04May 99 10:39:25 04May 99 10:40:00 04May 99 10:41:00 04May 99 10:42:00 04May 99 10:43:00 04May 99 10:44:00 04May 99 10:45:00 04May 99 10:46:00 04May 99 10:47:00 04May 99 10:48:00 04May 99 10:49:00 04May 99 10:50:00 04May 99 10:51:00 04May 99 10:52:00 Duration Leq 49.4 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 5.5 39.6 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.3 34.4 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 43.0 56.2 63.3 61.0 61.5 68.8 63.7 62.2 66.0 59.6 60.0 63.0 62.1 52.3 67.0 64.6 63.4 61.7 68.1 42.9 66.3 57.5 66.5 66.0 44.8 56.0 62.7 53.0 58.1 52.0 54.8 60.9 56.9 54.7 55.6 55.4 55.1 53.9 62.0 51.4 59.2 59.1 53.1 55.0 58.7 56.6 62.7 55.6 58.5 56.5 59.7 52.6 57.6 60.0 74.0 81.1 78.8 79.2 86.6 81.4 80.0 83.8 77.4 77.8 80.7 79.9 70.1 84.7 82.4 81.2 79.5 85.9 60.7 84.0 75.3 84.2 83.8 52.2 72.0 80.4 70.8 75.9 69.8 72.6 78.7 74.7 72.4 73.4 73.2 72.9 71.7 79.8 66.7 76.9 76.8 70.9 72.8 76.5 74.4 80.5 73.3 76.3 74.3 77.5 70.4 75.3 SEL 50.7 69.5 83.0 74.9 77.5 80.0 76.4 74.0 82.9 72.9 81.7 76.9 76.4 64.1 80.6 79.2 80.9 75.9 80.9 47.1 81.0 72.9 79.5 80.8 49.1 65.4 73.3 63.2 70.2 59.8 64.3 73.0 67.1 63.9 68.4 64.9 65.1 63.1 76.4 58.6 66.9 68.6 61.3 66.0 66.6 67.0 76.8 65.3 67.9 69.4 72.4 65.6 69.1 Lmax 39.9 40.7 40.9 43.4 45.6 46.5 42.1 41.5 41.7 41.1 40.4 40.7 43.0 40.7 41.1 43.2 44.2 42.8 41.8 39.6 40.4 40.0 40.1 41.0 42.3 46.2 46.6 45.1 44.9 45.0 44.7 46.3 47.0 44.4 43.7 44.2 44.7 42.4 47.3 46.5 49.9 46.6 47.6 44.5 47.8 46.8 47.3 47.5 47.4 44.1 45.0 44.2 43.5 Lmin Peak 73.1 0.0 80.6 0.0 103.1 102.9 86.4 98.4 88.6 0.0 99.9 100.9 89.7 98.4 85.1 0.0 100.5 102.9 84.9 98.4 103.0 102.9 93.0 0.0 88.1 98.4 76.8 0.0 92.9 102.9 93.8 98.4 99.9 100.9 88.8 0.0 93.5 100.9 62.7 0.0 91.2 98.4 84.9 98.4 99.3 99.8 93.4 100.9 72.2 0.0 81.0 98.4 86.2 0.0 74.9 98.4 82.2 104.5 71.8 0.0 77.0 98.4 84.0 98.4 78.5 98.4 77.7 100.9 83.8 98.4 77.5 0.0 77.9 0.0 75.0 0.0 87.9 104.5 73.4 105.8 79.1 0.0 84.4 0.0 74.4 0.0 86.5 0.0 83.1 98.4 79.1 98.4 88.5 100.9 77.5 102.9 79.1 103.7 85.0 98.4 84.6 98.4 78.0 0.0 85.0 100.9 Uwpk 45.1 63.4 69.9 67.3 64.8 74.7 71.7 69.0 72.9 68.4 65.4 70.9 69.7 59.4 75.2 71.6 67.8 68.1 76.7 45.0 72.9 63.7 73.9 73.3 47.5 61.8 71.3 60.0 64.7 56.8 59.9 67.4 63.8 61.5 60.6 60.5 62.4 60.4 67.7 56.8 64.6 65.2 57.5 60.7 64.2 63.9 68.1 61.4 65.6 63.0 65.9 58.2 64.5 L( 5) 44.5 61.0 65.8 64.0 60.8 73.4 67.9 67.1 68.5 62.9 57.8 65.1 65.7 56.9 70.6 66.7 61.9 65.0 71.1 44.5 70.5 52.8 71.1 65.5 46.7 60.3 65.7 56.7 63.0 55.4 58.0 64.9 61.8 58.9 56.9 58.9 59.3 59.4 63.3 55.3 62.6 63.4 56.4 57.9 62.8 59.9 66.8 58.1 61.9 60.0 62.5 54.6 62.4 L(10) 43.2 45.3 52.4 56.4 53.2 68.7 57.6 59". 1 60.8 47.8 50.3 50.8 50.2 47.2 58.2 60.2 53.1 58.3 51.4 43.1 59.544.5 60.357.8 44.9 54.5 58.5 49.9 54.1 51.6 54.6 57.2 54.0 52.8 52.4 55.4 52.3 50.4 56.3 50.5 59.3 58.7 52.6 53.9 57.8 55.0 58.5 55.3 58.1 54.6 56.7 48.6 56.1 L(33) 42.6 43.9 45.0 51.8 50.5 63.4 50.2 48.8 55.5 45.9 47.0 47.4 47.5 45.5 52.6 53.8 50.2 53.6 46.0 42.6 53.8 43.4 53.2 52.9 44.3 50.9 54.4 48.8 49.7 49.7 51.7 55.1 51.4 49.6 50.3 49.9 50.1 47.6 53.3 48.8 57.5 54.5 51.2 51.2 55.7 53.1 55.8 52.2 54.6 49.9 53.3 47.5 49.1 L(50) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L(100) o.o 3 0.0 0.0 V0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0o.o v< 0.0 +.o.oJo.o I 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 «/u" "I," L:\DRAFT\3161n\measurel\meter275\INTERVAL.TXT 5/6/99 2:42 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 04May 99 10:53:00 04May 99 10:54:00 04May 99 10:55:00 04May 99 10:56:00 04May 99 10:57:00 04May 99 10:58:00 04May 99 10:59:00 04May 99 11:00:00 04May 99 11:01:00 04May 99 11:02:00 04May 99 11:03:00 04May 99 11:04:00 04May 99 11:05:00 04May 99 11:06:00 04May 99 11:07:00 04May 99 11:08:00 04May 99 11:09:00 04May 99 11:10:00 04May 99 11:11:00 04May 99 11:11:25 04May 99 11:12:00 04May 99 11:13:00 04May 99 11:14:00 04May 99 11:15:00 04May 99 11:16:00 04May 99 11:17:00 04May 99 11:18:00 04May 99 11:19:00 04May 99 11:20:00 04May 99 11:21:00 04May 99 11:22:00 04May 99 11:23:00 04May 99 11:24:00 04May 99 11:25:00 04May 99 11:26:00 04May 99 11:27:00 04May 99 11:28:00 04May 99 11:28:02 04May 99 11:30:17 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 18.6 34.6 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 0.6 2.8 5.2 55.4 57.5 61.4 54.3 61.3 54.5 55.9 53.7 52.7 53.7 56.9 56.6 56.8 56.4 65.9 56.0 56.8 54.0 58.4 61.0 53.3 57.8 58.3 58.5 58.0 61.1 55.5 51.6 56.6 58.2 58.2 63.0 60.2 57.5 55.7 58.0 50.7 53.1 43.7 73.2 75.3 79.2 72.1 79.1 72.3 73.6 71.5 70.5 71.5 74.7 74.4 74.6 74.1 83.6 73.8 74.6 71.7 71.1 76.4 71.0 75.5 76.1 76.3 75.8 78.9 73.3 69.3 74.4 76.0 76.0 80.8 78.0 75.3 73.5 75.8 48.5 57.5 50.9 64.3 69.3 68.1 68.3 74.8 64.0 66.0 61.0 62.3 63.0 64.5 63.7 65.8 65.4 77.5 65.1 67.5 63.5 67.3 70.6 60.7 65.8 67.5 68.0 63.8 76.2 63.3 61.8 65.7 68.7 63.9 73.8 69.4 67.3 62.2 66.5 54.6 55.1 48.2 45.6 43.8 51.3 44.5 44.6 44.8 45.4 45.9 44.6 45.0 48.2 49.4 49.3 50.1 50.7 48.8 45.0 45.3 46.0 48.6 44.8 49.2 49.2 45.9 48.2 46.6 46.1 44.4 44.0 46.2 48.5 45.3 49.7 43.7 44.2 44.5 46.4 50.3 41.8 75.6 0.0 86.1 98.4 83.4 98.4 81.3 100.9 85.1 98.4 76.4 98.4 78.1 98.4 85.4 0.0 74.3 0.0 76.3 0.0 80.6 104.5 77.5 0.0 86.5 98.4 81.7 100.9 90.1 100.9 79.5 100.9 78.9 0.0 81.0 104.5 82.0 100.9 80.5 98.4 74.8 0.0 82.3 98.4 78.6 98.4 81.9 100.9 76.8 100.9 90.1 102.0 75.4 0.0 74.3 102.9 77.1 98.4 83.1 100.9 76.0 100.9 85.9 102.9 80.8 104.5 78.7 100.9 74.1 105.8 82.8 98.4 76.7 0.0 66.5 0.0 68.8 0.0 62.6 64.2 66.1 60.4 67.7 61.6 62.1 57.6 57.8 59.3 62.7 62.3 63.4 61.3 74.1 62.0 64.4 59.4 63.8 66.7 57.9 63.1 64.7 64.7 62.6 67.8 61.0 58.1 62.6 65.5 62.5 71.0 66.7 63.4 60.7 64.5 54.6 54.9 45.4 59.2 62.6 65.1 56.0 65.6 60.0 59.9 56.9 56.0 58.2 61.2 61.3 61.3 60.0 70.9 59.8 62.4 57.8 62.8 65.0 57.2 61.6 63.4 63.6 61.9 63.7 59.5 54.7 61.6 62.2 61.6 67.3 64.7 61.6 59.4 63.6 54.0 54.8 44.9 53.7 53.6 61.8 51.7 59.7 52.2 54.4 54.6 52.3 52.1 55.4 55.9 55.4 55.5 61.9 55.1 53.2 53.6 58.3 61.3 53.2 57.6 56.7 55.8 58.8 57.2 55.2 49.5 55.4 56.3 58.7 61.2 58.4 57.6 56.1 55.5 51.3 54.2 43.9 52.2 49.0 59.6 49.5 54.6 50.1 50.1 52.1 50.5 50.2 53.8 52.4 53.2 53.8 59.5 52.9 51.1 51.4 55.2 57.8 51.7 55.9 54.6 52.2 56.3 51.5 53.5 48.4 49.9 53.4 57.3 56.5 56.5 54.1 54.6 50.6 50.0 53.1 43.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 f \/>.u>»Oif"1." L:\DRAFT\316 ln\measurel\meter275\INTERVAL.TXT 5/6/99 2:42 PM C: \LARDAV\SLMUTIL\04MAY_09 .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 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May 04May 04May 04May04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May04May04May04May 04May 04May 04May04May 04May 04May 04May 04May 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 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 09: 43:10 43:15 43:20 43:25 43:30 43:35 43:40 43:45 43:50 43:55 44:00 44:05 44:10 44:15 44:20 44:25 44:30 44:35 44:40 44:45 44:50 44:55 45:00 45:05 45:10 45:15 45:20 45:25 45:30 45:35 45:40 45:45 45:50 45:55 46:00 46:05 46:10 46:15 46:20 46:25 46:30 46:35 46:40 46:45 46:50 46:55 47:00 47:05 47:10 47:15 47:20 47:25 47:30 47:35 47:40 47:45 47:50 47:55 48:00 48:05 48:10 48:15 48:20 48:25 48:30 48:35 48:40 48:45 48:50 48:55 49:00 49:05 49:10 49:15 44 43 41 42 43 43 42 43 43 42 43 43 43 44 51 65 60 46 43 43 43 42 44 42 47 63 54 66 72 56 44 44 44 44 53 63 55 55 46 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70. 62. 62. 53. 59. 76. 55. 53. 60. 70. 56. 64. 61. 58. 55. 55. 64. 61. 57. 55. 54. 76. 74. 67. 76. 81. 76. 79. 62. 56. 56. 63. 73. 76. 78. 75. 54. 73. 55. 5 4 9 7 5 6 4 3 8 4 3 1 0 3 5 8 1 1 9 7 5 5 3 1 3 9 7 6 0 6 1 3 7 8 4 7 9 9 2 1 8 5 1 0 0 7 3 8 3 4 6 7 3 9 5 L:\DRAFT\3161n\measurel\metei275\TIMEfflST.TXT 5/6/99 2:42 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 04May 99 09:49:20 04May 99 09:49:25 04May 99 09:49:30 04May 99 09:49:35 04May 99 09:49:40 04May 99 09:49:45 04May 99 09:49:50 04May 99 09:49:55 04May 99 09:50:00 04May 99 09:50:05 04May 99 09:50:10 04May 99 09:50:15 04May 99 09:50:20 04May 99 09:50:25 04May 99 09:50:30 04May 99 09:50:35 04May 99 09:50:40 04May 99 09:50:45 04May 99 09:50:50 04May 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09:55:30 04May 99 09:55:35 04May 99 09:55:40 04May 99 09:55:45 04May 99 09:55:50 04May 99 09:55:55 04May 99 09:56:00 56.9 70.8 44.9 43.2 43.7 51.5 62.6 57.4 56.2 65.7 69.9 64.2 64.9 51.0 46.5 43.9 45.3 44.0 44.4 44.5 52.3 45.4 70.1 53.8 63.4 62.7 48.2 65.4 63.6 74.3 47.9 62.1 67.7 46.5 48.1 45.5 44.4 44.3 56.4 65.1 48.8 43.4 42.7 42.2 42.7 42.0 41.6 42.7 44.5 47.3 69.4 63.8 47.8 50.1 55.8 52.7 50.8 57.7 61.9 46.2 43.7 44.0 43.1 43.0 44.8 57.0 73.1 55.3 44.3 46.9 71.1 57.8 61.3 66.2 47.9 45.7 46.7 50.7 48.9 45.7 49.0 66.3 76.3 49-2 46.1 46.4 57.2 64.6 62.5 60.1 69.3 74.0 69.3 68.2 56.2 50.4 46.4 52-0 48.2 48.9 46.6 58.4 51.1 75.1 60.9 67.6 66.4 54.4 70.0 68.7 82.9 51.5 71.0 72.9 49.1 50.3 48.2 50.0 46.5 66.1 69.6 52.5 45.0 43.6 46.6 47.4 44.9 43.4 47.2 46.7 49.9 81.7 75.5 50.0 53.6 60.0 54.9 55.4 64.7 67.5 48.9 45.4 49.6 50.9 46.5 49.1 68.9 76.9 65.4 46.1 51.7 76.4 68.4 68.1 71.1 53.9 48.2 48.4 54.1 51.5 48.5 53.5 63.9 77.8 51.9 50.2 50.7 58.5 69.5 64.4 63.2 72.7 76.9 71.2 71.9 58.0 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11:21:05 04May 99 11:21:10 04May 99 11:21:15 04May 99 11 -.21 -.20 04May 99 11:21:25 04May 99 11:21:30 04May 99 11:21:35 04May 99 11:21:40 04May 99 11:21:45 52.3 58.3 48.9 48.2 48.6 59.9 54.5 52.5 61.1 63.3 64.2 60.2 52.7 49.9 50.5 58.3 56.5 51.2 61.0 61.4 58.6 58.6 58.0 69.9 64.6 57.3 50.1 56.8 57.9 56.7 49.6 49.1 48.7 48.9 48.2 50.7 49.1 48.7 53.4 57.6 54.6 51.6 57.4 56.0 53.9 56.6 60.6 50.5 48.3 46.9 47.6 47.2 48.1 47.7 46.9 47.8 50.4 57.8 56.9 60.8 58.8 62.8 59.2 49.0 46.2 46.5 46.4 45.8 49.3 51.9 53.7 50.1 54.7 50.4 47.4 49.4 50.3 57.0 59.8 65.9 60.4 57.9 61.6 55.0 49.3 50.7 63.2 59.6 56.0 68.0 66.2 67.0 63.0 54.7 52.8 52.0 63.0 61.3 55.7 63.2 63.8 61.7 61.8 59.4 76.2 72.4 61.4 51.7 59.7 59.8 60.3 52.3 51.6 52.3 51.8 51.6 52.9 51.1 51.2 56.9 59.6 55.9 53.8 61.4 60.8 55.9 61.2 63.3 53.3 49.3 48.4 50.2 49.9 50.9 50.4 48.9 49.9 53.4 61.8 61.8 63.3 62.6 65.7 61.4 52.3 48.0 48.4 49.4 48.0 54.4 55.8 57.0 51.8 56.9 53.7 49.4 53.5 56.0 58.8 63.0 68.7 62.4 59.3 65.3 55.9 55.1 55.6 66.9 61.5 59.5 68.1 70.3 71.1 67.2 59.7 56.9 57.5 65.3 63.5 58.2 68.0 68.4 65.5 65.6 65.0 76.9 71.5 64.3 57.1 63.8 64.9 63.7 56.6 56.1 55.7 55.9 55.2 57.7 56.1 55.7 60.4 64.6 61.6 58.5 64.3 63.0 60.9 63.6 67.5 57.5 55.3 53.9 54.6 54.2 55.1 54.7 53.9 54.8 57.4 64.8 63.9 67.8 65.8 69.8 66.2 56.0 53.2 53.5 53.4 52.8 56.3 58.9 60.7 57.1 61.7 57.4 54.4 56.4 57.3 64.0 66.8 72.9 67.4 L:\DRAFR3161n\measurel\metei275\TIMEfflST.TXT 5/6/99 2:42 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 0Stop Key Run Key 0 Stop Key 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 0 0 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04 May 04May 04May 04May04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May04May 04May 04May04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 04May 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 99 99 11:21: 11:21: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:22: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:23: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:24: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:25: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:26: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 11:27: 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 55 00 05 10 15 20 25 30 35 40 45 50 11:27:55 11:28:00 11:28:02 56. 53. 51. 49. 56. 61. 58. 57. 60. 57. 56. 55. 58. 60. 61. 62. 68. 70. 61. 56. 56. 52. 47. 48. 47. 54. 55. 64. 57. 51. 59. 53. 55. 51. 57. 65. 62. 61. 63. 57. 49. 48. 50. 59. 49. 46. 58. 57. 59. 58. 47. 45. 54. 58. 58. 51. 46. 56. 56. 54. 56. 59. 51. 51. 48. 48. 58. 64. 63. 61. 54. 47. 45. 47. 48. 53. 2 3 9 5 6 7 4 7 7 7 9 6 9 7 5 2 4 3 6 9 0 2 3 1 8 0 9 7 6 4 0 5 2 5 0 5 0 7 1 5 1 5 8 2 4 1 6 9 3 5 4 4 4 4 1 9 7 2 5 5 9 6 7 0 0 8 7 0 0 8 1 3 7 8 4 1 60. 55. 54. 50. 62. 63. 59. 61. 63. 59. 58. 57. 60. 63. 63. 65. 72. 73. 64. 58. 58. 58. 48. 50. 50. 56. 59. 68. 62. 54. 61. 56. 57. 53. 58. 69. 66. 65. 67. 59. 52. 51. 56. 62. 51. 51. 64. 61. 64. 63. 54. 48. 56. 60. 61. 56. 48. 58. 58. 56. 59. 62. 55. 52. 50. 52. 62. 66. 3 4 7 7 0 4 8 9 9 4 8 8 4 2 0 9 8 8 2 9 5 5 8 0 0 5 2 0 3 7 7 3 1 8 4 4 2 5 3 7 2 7 1 9 7 3 1 8 3 0 8 8 3 7 8 6 1 9 6 2 0 2 4 .7 7 5 8 5 66.4 65. 57. 49. 50. 54. 49. 55. 5 3 .8 3 .6 .5 .1 63 60 58 56 63 68 65 64 67 64 63 62 65 67 68 69 75 77 68 63 63 59 54 55 54 61 62 71 64 58 66 60 62 58 64 72 69 68 70 64 56 55 57 66 56 53 65 64 66 65 54 52 61 65 65 58 53 63 63 61 63 66 58 58 55 55 65 71 70 68 61 54 52 .1 .3 .9 .5 .6 .7 .3 .6 .7 .7 .9 .6 .9 .7 .5 .2 .4 .3 .5 .9 .0 .2 .3 .1 .8 .0 .9 .7 .6 .4 .0 .5 .2 .5 .0 .5 .0 .7 .1 .5 .7 .5 .8 .2 .4 .1 .6 .9 .3 .5 .4 .4 .4 .4 .1 .8 .7 .1 .5 .5 .9 .6 .7 .0 .0 .8 .7 .0 .0 .8 .1 .3 • 6 „*'./» 54-8 x* ffAJO VXH-At-t c_ 55 60 .4 /ii i— i .0 L:\DRAFT\3161n\measurel\metei275\TIMEfflST.TXT 5/6/99 2:42 PM ATTACHMENT 2 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 ) Rancho Carrillo Village N - Existing Conditions 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 TYPE5 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 VEHICLES/HOUR 0. 0. 0. SPEED 129. .7 .7 .2 .6 .4 .5 .3 .4 .6 pnrvRnTWA^UVJI\U J.iNn Y 1986009 1986096 1986160 1986225 1986276 1986338 1986438 1986533 1986627 TPiCi .3 .6 .7 .1 .6 .7 .0 .7 .8 9. 0. C Z 447 450 452 454 456 457 459 461 463 30. 30. 30. 49. 49. 49. .3 .0 .0 .0 .0 .3 .9 .7 .0 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 1 1 MEASURE.STA 05/05/99 12:06 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 9 10 11 12 13 14 15 OROADWAY 4 15 16 17 18 19 20 6261348.2 6261306.9 6261261.6 6261218.0 6261162.3 6261113.2 1986721.2 1986812.4 1986902.5 1986982.0 1987082.6 1987169.5 463.6 463.7 463.1 462.1 460.1 457.7 1 0 0 0 0 0 Melrose Drive - northbound (cont.) VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261113.2 6261065.7 6261017.8 6260993.1 6260894.8 6260796.9 VEHICLES/HOUR 0. 0. 0. 129. 9. 0. Y 1987169.5 1987254.8 1987340.0 1987385.3 1987560.1 1987734.8 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.7 432.6 GRADE 0 0 0 0 0 0 Melrose Drive - Southbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261541.3 6261512.0 6261491.9 6261473.0 6261452.5 6261437.2 6261404.6 6261372.7 6261337.2 6261299.5 6261257.8 6261213.2 6261170.9 6261114.9 6261066.1 Melrose Drive - VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261066.1 6261018.5 . 6260970.4 6260946.0 6260848.3 6260750.3 VEHICLES/HOUR 0. 0. 0. 111. 12. 0. Y 1985994.1 1986086.9 1986149.7 1986209.6 1986273.1 1986321.0 1986422.2 1986515.6 1986607.7 1986698.6 1986789.4 1986878.3 1986956.1 1987056.3 1987143.2 southbound ( cont . ) VEHICLES/HOUR 0. 0. 0. 111. 12. 0. r* r^OT? PIT KI s T*"!? c Y 1987143.2 1987228.8 1987314.5 1987357.7 1987532.9 1987707.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 447.0 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 463.6 463.7 463.1 462.1 460.1 457.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.4 431.9 GRADE 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 GRADE 1 1 1 1 1 1 BARRIER 1 TYPE (A) South Slope COORDINATES X ZO DELZ MEASURE.STA 05/05/99 12:06 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 18(bot) 1 2 3 1 BARRIER 6 (sou) l(bot) 1 BARRIER 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 15 16 17 18 19 1 BARRIER 19 l(bot) 1 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.0 6261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 508.0 510.0 510.0 510.0 510.0 510.0 510.0 510.0 0 2 TYPE (A) South Slope (cont.) i™1 AOT3 1~l T XI & TU* C X Y 7 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.0 6261318.9 1986218.7 504.0 6261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ 510.0 .0 508.0 504.0 502.0 502.0 500.0 498.0 P 0 3 TYPE (A) Drainage culvert X Y Z 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge X Y Z 6261286.5 1986282.5 510.0 6261329.6 1986323.6 482.0 5 TYPE (A) Bottom Slope X Y 7 6261329.6 1986323.6 482.0 6261308.2 1986339.1 482.0 6261274.7 1986348.4 482.0 6261229.1 1986351.3 480.0 6261111.6 1986353.7 478.0 6260948.9 1986354.2 476.0 6260965.0 1986362.4 476.0 6260975.6 1986378.9 476.0 6260976.1 1986398.9 476.0 6260964.0 1986443.0 476.0 6 TYPE (A) Bottom Slope Y V 7 6260964.0 1986443.0 476.0 6260935.8 1986558.6 474.0 6261020.3 1986605.7 474.0 6261189.3 1986687.8 476.0 6261230.6 1986701.8 476.0 6261268.9 1986600.8 478.0 6261308.7 1986477.0 480.0 6261342.2 1986344.0 482.0 6261358.3 1986288.6 482.0 6261347.6 1986283.8 484.0 7 TYPE (A) Bottom Slope X Y 7 6261347.6 1986283.8 484.0 6261329.6 1986323.6 482.0 ZO DELZ 482.0 .0 480.0 478.0 476.0 ZO DELZ 510.0 .0 482.0 ZO DELZ 482.0 .0 482.0 482.0 480.0 478.0 476.0 476.0 476.0 476.0 476.0 ( cont . ) ZO DELZ 476.0 .0 474.0 474.0 476.0 476.0 478.0 480.0 482.0 482.0 484.0 ( cont . ) ZO DELZ 484.0 .0 482.0 P 0 P 0 P 0 P 0 P 0 MEASURE.STA 05/05/99 12:06 PM BARRIER 8 TYPE(A)North Pad 14(bot)1 2 3 4 5 6 7 8 9 1 BARRIER 9 10 11 12 13 14 15 16 17 18 1 BARRIER 18 19 20 1 BARRIER 7 (nrth) 1 2 3 4 S 6 UUUKUXINA 1 Ci^ - X Y 6261230.6 1986701.86261239.3 1986718.3 6261242.2 1986726.1 6261219.1 1986774.1 6261180.7 1986858.1 6261157.6 1986905.86261133.4 1986950.16261083.9 1987038.66261086.2 1987026.56261087.5 1987012.4 9 TYPE (A) North X Y6261087.5 1987012.46261084.5 1986992.76261074.7 1986974.36261066.2 1986965.2 6261026.8 1986937.9 6260982.5 1986901.26260991.1 1986918.6 6260951.7 1986918.36260816.3 1986928.16260768.4 1986928.1 10 TYPE (A) North X Y 6260768.4 1986928.1 6260720.9 1986918.9 6260657.6 1986895.0 11 TYPE (A) Road X Y 6261083.9 1987038.6 6261035.2 1987125.86260987.1 1987211.16260938.9 1987297.36260914.8 1987340.06260816.5 1987515.1 6260718.5 1987690.2 Z476.0468.0466.0 466.0 464.0 462.6 461.9 460.1460.0460.0 Pad ( cont . ) Z460.0460.0460.0460.0 460.0 460.0 456.0 454.0454.0452.0 Pad ( cont . ) Z 452.0 452.0 452.0 Edge Z460.1 457.7 454.6451.0448.9440.3431.7 ZO476.0468.0466.0 466.0464.0 462.6 461.9460.1460.0460.0 ZO460.0460.0460.0460.0 460.0 460.0456.0454.0454.0452.0 ZO 452.0 452.0 452.0 ZO 460.1 457.7 454.6 451.0448.9440.3 431.7 DELZ .0 DELZ .0 DELZ .0 DELZ Measurement Location X Y la 6261145.0 1986918.2 Ib 6261229.4 1986699.5 1 ALPHA FACTORS - RECEIVER ACROSS, ROADWAY DOWN 1 * .0 .0 2 * .0 .0 3 * .0 .0 4 * .0 .0 1 SHIELDING FACTORS - RECEIVER AC ROSS, ROADWAY DOWN 1 * .0 .0 2 * .0 .0 3 * .0 .0 4 * .0 .0 Z 467.3 481.0 RECEIVER LEQ(H) L10 MEASURE.STA 05/05/99 12:06 PM la 63.3 66.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 27.4 27.0 27.9 27.8 29.7 34.1 38.2 40.6 42.8 45.8 49.8 52.8 52.2 47.0 2 12345 43.6 41.2 36.8 40.7 36.9 3 123456789 10 11 12 13 14 26.2 25.7 26.7 28.0 27.8 32.4 34.3 36.8 41.7 46.6 51.9 58.9 56.2 47.9 4 12345 44.0 40.3 34.1 37.7 33.9 1 RECEIVER LEQ(H) L10 lb 61.6 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 35.2 34.9 35.8 35.8 37.6 41.4 43.7 46.8 50.3 51.4 48.7 45.1 43.3 40.3 2 12345 38.4 36.9 33.1 37.4 33.3 3 123456789 10 11 12 13 14 31.6 31.6 33.2 35.8 36.9 41.8 44.2 47.9 53.4 56.0 50.9 45.8 43.7 40.5 4 12345 37.7 34.9 29.5 33.5 31.0 MEASURE.STA 05/05/99 12:06 PM ATTACHMENT 3 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 Rancho Carrillo Village N - 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 TYPE5 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 .7 .7 .2 .6 .4 .5 .3 .4 .6 VEHICLES/HOUR SPEED 0. 30.0 0. 30.0 0. 30.0 1161. 49.0 43. 49.0 15. 49.0 C OORD I N A'1"117 c Y 1986009 1986096 1986160 1986225 1986276 1986338 1986438 1986533 1986627 .3 .6 .7 .1 .6 .7 .0 .7 .8 Z 447 450 452 454 456 457 459 461 463 .3 .0 .0 .0 .0 .3 .9 .7 .0 GRADE 1 1 1 1 1 1 1 1 1 CONTOUR1.STA 05/05/99 12:06 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 1 2 3 4 S 6 1 8 9 10 11 12 13 14 15 OROADWAY 15 16 17 18 19 20 BARRIER 6261348.2 1986721.2 6261306.9 1986812.4 6261261.6 1986902.5 6261218.0 1986982.0 6261162.3 1987082.6 6261113.2 1987169.5 Melrose Drive - northbound (cont.) VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1161. VEH5 43 . VEH6 15. X Y 6261113.2 1987169.5 6261065.7 1987254.8 6261017.8 1987340.0 6260993.1 1987385.3 6260894.8 1987560.1 6260796.9 1987734.8 Melrose Drive - Southbound VEHICLE TYPE VEHICLES/HOUR CARS 0 . HT 0. MT 0. VEH4 1161. VEH5 43 . VEH6 15. X Y 6261541.3 1985994.1 6261512.0 1986086.9 6261491.9 1986149.7 6261473.0 1986209.6 6261452.5 1986273.1 6261437.2 1986321.0 6261404.6 1986422.2 6261372.7 1986515.6 6261337.2 1986607.7 6261299.5 1986698.6 6261257.8 1986789.4 6261213.2 1986878.3 6261170.9 1986956.1 6261114.9 1987056.3 6261066.1 1987143.2 Melrose Drive - southbound (cont.) VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1161. VEH5 43. VEH6 15 . X Y 6261066.1 1987143.2 6261018.5 1987228.8 6260970.4 1987314.5 6260946.0 1987357.7 6260848.3 1987532.9 6260750.3 1987707.7 463.6 1 463.7 0 463.1 0 462.1 0 460.1 0 457.7 0 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z GRADE 457.7 0 454.6 0 451.0 0 448.9 0 440.7 0 432.6 0 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z GRADE 447.0 0 450.0 0 452.0 0 454.0 0 456.0 0 457.3 0 459.9 0 461.7 0 463.0 0 463.6 0 463.7 1 463.1 1 462.1 1 460.1 1 457.7 1 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z GRADE 457.7 1 454.6 1 451.0 1 448.9 1 440.4 1 431.9 1 TYPE(A) South Slope X Y Z ZO DELZ CONTOUR1.STA 05/05/99 12:06 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 10(nps) 18(bot) 1 2 3 1 BARRIER 6 (sou) lO(nps) 1 BARRIER 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 15 16 17 18 19 1 BARRIER 19 20 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.0 6261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 508.0 510.0 510.0 510.0 510.0 510.0 510.0 510.0 0 2 TYPE (A) South Slope (cont.) X Y Z 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.0 6261318.9 1986218.7 504.0 6261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ 510.0 .0 508.0 504.0 502.0 502.0 500.0 498.0 P 0 3 TYPE (A) Drainage culvert X Y Z 6261362.1 1986358.9 469.5 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge X Y 7 6261286.5 1986282.5 510.0 6261362.1 1986358.9 469.5 5 TYPE (A) New Pad south X Y Z 6261006.0 1986367.7 468.2 6261096.2 1986367.4 468.6 6261202.6 1986367.1 468.6 6261208.5 1986373.3 468.6 6261271.6 1986374.9 469.5 6261293.5 1986372.6 469.5 6261321.8 1986363.2 469.5 6261337.1 1986361.9 469.5 6261351.7 1986360.3 469.5 6261362.1 1986358.9 469.5 6 TYPE (A) New Pad south i'"'OfYPriTKIirP'C1C X Y Z 6261362.1 1986358.9 469.5 6261350.1 1986408.4 469.5 6261329.6 1986481.0 469.1 6261303.2 1986556.2 468.0 6261273.3 1986629.5 467.6 6261241.4 1986703.0 466.5 6261207.5 1986775.3 466.1 6261174.6 1986840.1 466.1 6261159.0 1986843.7 466.1 6261105.3 1986817.9 466.1 7 TYPE (A) New Pad south l"1 (*1 ("YD n T Kl S T1 T C X Y Z 6261105.3 1986817.9 466.1 6261095.5 1986811.1 466.1 ZO DELZ 469.5 .0 482.0 480.0 478.0 476.0 ZO DELZ 510.0 .0 469.5 ZO DELZ 468.2 .0 468.6 468.6 468.6 469.5 469.5 469.5 469.5 469.5 469.5 ( cont . ) ZO DELZ 469.5 .0 469.5 469.1 468.0 467.6 466.5 466.1 466.1 466.1 466.1 ( cont . ) ZO DELZ 466.1 .0 466.1 P 0 P 0 P 0 P 0 P 0 CONTOUR1.STA 05/05/99 12:06 PM 21 6261086.4 1986798.7 466.1 466.1 BARRIER 8 TYPE(A)New Pad north 1 1 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 15 16 17 18 19 BARRIER X 6260659. 6260711. 6260741. 6260785. 6260800. 6260846. 6260926. 6260971. 6260985. 6260992. 9 Y 0 7 7 6 0 2 9 2 5 0 1986871. 1986893. 1986900. 6 1 6 1986908.8 1986909. 1986906. 1986898. 1 2 3 1986894.8 1986896. 1986898. 4 7 TYPE (A) New Pad /-ir\rvDr\TKnvmT7(T< X 6260992. 6260995. 6261000. 6261001. 6260999. 6261005. 6261004. 6260999. 6260994. 6261017. 10 0 9 5 5 2 4 7 5 3 1 Y 1986898.7 1986899. 1986896. 1986893. 1986857. 1986891. 1986897. 1986903. 1986905. 1986924. TYPE (A) 0 4 5 3 2 4. 2 2 7 New Pad Z 462 462 462 462 462 463 464 464 464 464 .5 .5 .5 .9 .9 .5 .1 .5 .5 .5 north Z 464 464 464 464 464 462 462 462 462 462 .5 .5 .5 .5 .5 .5 .5 .5 .0 .0 north ZO 462 462 462 462 462 463 464 464 464 464 ( cont . ) ZO 464 464 464 464 464 462 462 462 462 462 ( cont . ) .5 .5 .5 .9 .9 .5 .1 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .0 .0 /TM"TOF\TM1Jl fTIf C7 1 19 20 21 22 23 24 BARRIER 1 2 3 4 5 6 7 8 9 10 X 6261017. 6261056. 6261071. 6261081. 6261092. 6261093. 11 Y 1 5 4 9 0 9 1986924. 1986951. 7 7 1986960.8 1986971.3. 1986990.8 1987020.4 Z 462 462 461 461 460 460 .0 .0 .5 .0 .8 .5 ZO 462 462 461 461 460 460 .0 .0 .5 .0 .8 .5 TYPE (A) New Road edge /"•/•\rvnr\Txi ji mi7>c* X 6261402. 6261373. 6261339. 6261303. 6261266. 6261225. 6261180. 6261133. 6261083. 6261035. 8 2 0 9 4 1 8 3 8 0 Y 1986311.4 1986402. 1986502. 1986594. 1986684. 1986774. 1986861. 1986949. 1987038. 1987125. 6 5 3 5. 3 9 4 3 6 Z 457 459 461 463 463 463 463 461 460 457 .3 .7 .7 .0 .6 .7 .1 .9 .1 .7 ZO 457 459 461 463 463 463 463 461 460 457 .3 .7 .7 .0 .6 .7 .1 .9 .1 .7 1 BARRIER 10 11 12 13 14 15 12 TYPE (A) New Pad I'-'rt/'Ynr^TXTH mTTO X 6261035. 6260987. 6260938. 6260914. 6260816. 6260718. 0 5 6 5 9 3 Y 1987125.6 1987211. 1987297. 1987339. 1987515. 1987690. 2 1 4 5 7 edge Z 457 454 451 448 440 431 .7 .6 .0 .9 .3 .7 ( cont . ) ZO 457 454 451 448 440 431 .7 .6 .0 .9 .3 .7 DELZ .0 DELZ .0 DELZ .0 DELZ .0 DELZ .0 Contour receivers COORDINATES- X Y 6261397.9 1986293.8 Z 469.0 CONTOUR1.STA 05/05/99 12:06 PM 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 1 6261364.7 6261336.1 6261309.4 6261383.6 6261276.5 6261182.8 6261347.5 6261332.2 6261306.5 6261216.0 6261066.2 6261291.5 6261276.5 6261249.8 6261162.3 6260968.9 6261204.9 6261192.9 6261168.8 6261074.7 6260902.5 6261115.1 6261009.6 6260990.7 6260857.6 6260717.9 6260890.8 6260790.5 6261072.4 6261045.4 6260941.2 6261038.9 6260936.4 6260811.4 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 RECEIVER 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 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 . LEQ(H) 72.3 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 1986289.9 485.0 1986292.9 493.0 1986290.9 505.0 1986344.0 467.0 1986344.3 489.0 1986343.3 489.0 1986460.8 469.0 1986456.3 474.5 1986450.1 474.5 1986431.5 473.0 1986424.4 473.6 1986613.8 470.0 1986608.6 473.0 1986598.2 473.0 1986573.8 471.5 1986565.3 470.2 1986797.8 469.0 1986793.2 471.1 1986782.1 471.1 1986751.5 469.5 1986694.6 468.3 1986969.0 466.5 1986902.6 467.5 1986891.8 469.5 1986869.4 469.1 1986843.3 467.5 1986896.4 469.1 1986903.2 467.9 1987019.4 459.0 1986964.4 459.0 1986930.6 455.0 1987010.0 443.0 1986985.9 439.0 1986971.6 441.0 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 L10 75.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .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 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 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA CONTOUR1.STA 05/05/99 12:06 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 14 53.0 54.1 56.7 58.4 60.6 61.4 57.1 53.7 51.2 49.1 47.4 45.6 43.1 39.2 2 12345 37.6 36.5 32.7 37.4 35.2 3 123456789 10 11 12 13 14 53.6 54.8 57.9 62.9 65.8 65.7 58.2 54.1 51.3 49.3 44.9 41.6 40.6 38.4 4 12345 37.4 36.2 32.5 37.4 35.5 1 RECEIVER LEQ(H) LlO 2 70.0 73.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 52.4 53.2 55.3 56.3 58.1 59.5 56.4 53.4 51.0 49.1 47.4 45.5 45.0 41.6 2 12345 39.5 37.6 33.7 38.3 36.7 3 123456789 10 11 12 13 14 53.2 54.1 56.5 60.1 61.1 62.9 57.7 54.0 51.3 48.9 46.0 43.1 42.4 39.9 4 12345 38.3 37.2 33.7 38.8 37.2 1 RECEIVER LEQ(H) LlO 3 68.8 71.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 51.8 52.3 54.1 54.8 56.3 58.3 55.9 53.2 51.0 49.0 47.5 45.7 45.4 43.7 2 12345 40.8 38.7 34.5 39.0 37.1 3 123456789 10 11 12 13 14 52.6 53.2 55.3 58.0 58.5 61.3 57.3 54.0 51.5 49.4 47.3 44.7 43.3 40.5 4 12345 39.2 38.2 34.4 39.4 37.7 1 RECEIVER LEQ(H) LI0 4 67.8 70.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 51.3 51.6 53.2 53.6 54.9 57.1 55.1 52.9 50.8 49.1 CONTOUR1.STA 05/05/99 12:06 PM 47.4 45.7 45.5 43.7 1 2 3 11 4 RECEIVER 5 ROADWAY ROADWAY 1 1 11 2 3 11 4 RECEIVER 6 ROADWAY ROADWAY 1 1 11 2 3 11 4 1 2 42.6 41. 1 2 12 13 52.1 52. 47.7 45. 1 2 40.6 39. LEQ(H) 72.6 4 5 7 5 3 37.0 3 14 54.2 45.0 3 35.7 L10 75.8 40 56 42 40 4 4 . 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 51.6 52. 48.2 46. 1 2 38.1 37. 1 2 12 13 52.1 52. 45.6 42. 1 2 37.5 36. LEQ(H) 64.6 4 4 1 9 1 4 3 14 54.7 43.0 3 33.3 3 14 55.1 41.4 3 32.6 L10 67.7 56 39 37 59 38 37 4 . 4 4 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 36.5 37. 48.4 46. 1 2 39.8 38. 1 2 12 13 35.5 36. 46.4 44. 1 2 39.8 38. 6 5 4 0 0 7 RECEIVER LEQ(H) 7 60.3 ROADWAY ROADWAY 1 11 2 3 3 14 40.6 45.1 3 34.7 3 14 38.2 43.1 3 35.0 L10 63.5 43 41 39 41 41 39 4 . 4 4 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 28.6 28.8 46.4 44.3 1 2 40.3 38.4 1 2 3 14 31.6 43.5 3 34.8 3 33 41 39 4 7 5 3 7 5 38.1 5 6 7 8 9 10 56.4 59.6 56.6 53.7 51.4 49.5 5 38.6 CONTRIBUTIONS EXCEEDING 1.0 DBA 2 6 5 0 7 5 5 6 7 8 9 10 59.3 62.8 59.4 55.4 52.5 50.1 5 35.5 5 6 7 8 9 10 62.3 68.6 61.4 56.1 52.7 49.2 5 35.6 CONTRIBUTIONS EXCEEDING 1.0 DBA 6 9 2 7 2 8 5 6 7 8 9 10 48.2 56.6 55.9 54.1 52.0' 50.0 5 37.5 5 6 7 8 9 10 45.1 55.3 55.0 52.6 50.5 48.4 5 38.1 CONTRIBUTIONS EXCEEDING 1.0 DBA 7 .2 4 .3 4 5 6 7 8 9 10 39.5 49.4 49.7 49.4 49.0 47.8 5 37.8 5 6 7 8 9 10 CONTOUR1.STA 05/05/99 12:06 PM 11 12 13 14 29.2 28.9 30.2 33.0 35.3 48.3 49.8 49.7 48.3 46.8 45.4 43.3 43.0 41.4 4 12345 40.2 39.0 35.3 40.2 38.4 RECEIVER LEQ(H) L10 8 72.8 76.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 49.0 49.3 50.9 51.8 54.3 60.1 62.9 60.5 56.4 53.1 50.7 48.3 47.8 43.5 2 3 11 4 1 RECEIVER 9 ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 10 ROADWAY ROADWAY 1 11 2 3 11 4 1 2 40.5 38.5 1 2 12 13 49.4 49.3 50.9 45.7 1 2 39.7 38.5 LEQ(H) 71.5 345 34.8 39.5 37.6 3456789 10 14 50.8 53.2 54.2 62.6 68.9 63.4 57.2 53.5 43.6 41.1 345 34.7 39.2 37.2 L10 74.6 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 48.9 49.1 50.6 48.3 1 2 40.8 38.7 1 2 12 1349.3 49.3 50.1 45.5 1 2 39.7 38.6 LEQ(H) 66.7 3 45 6 7 8 9 10 14 50.7 51.5 54.0 59.3 61.6 59.7 56.0 53.0 47.7 42.9 34535.0 39.6 37.8 3456789 10 14 50.7 53.0 53.9 61.8 66.5 62.5 57.0 53.5 43.8 41.2 345 34.8 39.9 38.1 L10 70.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 43.8 44.1 47.7 44.9 1 2 39.7 38.3 1 2 12 13 43.7 43.9 46.8 44.2 1 2 39.8 38.5 34567 89 10 14 45.7 46.6 49.2 55.5 57.6 56.3 53.5 50.4 43.5 41.1 345 34.8 39.4 37.7 3456789 10 14 45.4 47.6 48.5 56.2 60.0 57.5 53.2 50.0 43.4 41.0 3 45 35.0 39.9 38.1 CONTOUR1.STA 05/05/99 12:06 PM RECEIVER LEQ(H) LlO 11 60.7 63.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 32.0 33.3 36.5 40.2 44.4 48.5 49.9 49.8 48.9 45.5 43.4 42.8 40.6 2 12345 39.3 38.2 34.6 39.3 37.6 3 123456789 11 12 13 14 30.6 31.2 33.1 36.8 40.7 48.2 50.4 50.7 50.1 46.6 43.9 43.0 40.9 4 12345 39.7 38.6 35.0 39.8 38.2 1 RECEIVER LEQ(H) LlO 12 57.8 60.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 26.2 25.9 28.2 30.5 37.3 43.6 44.9 45.7 45.9 44.7 43.0 42.5 40.5 2 12345 39.6 38.5 35.0 39.6 37.7 3 123456789 11 12 13 14 26.7 26.1 2.6.8 29.1 31.5 42.3 44.2 45.8 46.7 45.7 43.7 43.0 41.6 4 12345 40.3 39.1 35.6 40.0 38.3 1 RECEIVER LEQ(H) LlO 13 73.0 76.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 46.3 46.2 47.3 47.6 49.5 53.9 57.2 61.4 62.8 55.2 51.9 50.6 48.1 2 12345 46.5 42.9 38.0 42.0 39.4 3 123456789 11 12 13 14 43.2 42.9 45.0 48.0 48.8 54.4 58.2 65.4 68.8 55.8 52.2 49.0 44.4 4 12345 42.4 40.7 36.9 41.5 39.4 1 RECEIVER LEQ(H) LlO 14 71.7 74.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 10 47.2 10 48.3 1.0 DBA 10 45.4 10 46.8 1.0 DBA 10 59.1 10 61.0 1.0 DBA CONTOUR1.STA 05/05/99 12:06 PM ROADWAY SEGMENT 1 1 1 1 11 2 3 11 4 RECEIVER IS ROADWAY ROADWAY 1 11 2 3 11 4 RECEIVER 16 ROADWAY ROADWAY 1 11 2 3 11 4 1 2 12 13 44.0 45. 55.0 51. 1 2 43.9 41. 1 2 12 13 41.7 41. 55.6 52. 1 2 42.5 40. LEQ(H) 67.5 1 7 7 5 1 8 3 14 47.3 50.6 3 37.3 3 14 42.7 48.4 3 36.8 L10 70.8 47 48 41 44 44 41 4 . 4 4 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 41.0 40. 52.8 49. 1 2 41.8 40. 1 2 12 13 40.3 39. 52.4 48. 1 2 41.9 40. LEQ(H) 62.1 8 3 3 8 7 5 3 14 42.1 47.4 3 36.5 3 14 41.1 46.5 3 36.9 L10 65.3 42 44 41 42 43 41 4 . 4 4 . 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 35.5 37. 48.9 46. 1 2 41.4 40. 1 2 12 13 31.6 32. 50.2 47. 1 2 41.8 40. 5 3 0 4 3 5 RECEIVER LEQ(H) 17 58.1 ROADWAY ROADWAY 1 11 3 14 39.3 45.2 3 36.3 3 14 35.0 45.7 3 36.7 L10 61.2 39 42 40 38 43 41 4 4 4 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 3 14 5 6 7 8 9 10 6 49.4 53.7 56.7 60.4 61.6 58.5 0 5 4 39.3 5 6 7 8 9 10 7 46.0 54.0 57.9 64.0 66.5 60.6 5 5 6 39.6 CONTRIBUTIONS EXCEEDING 1.0 DBA 5 6 7 8 9 10 5 44.4 49.2 53.3 57.6 58.7 56.3 1 5 1 39.2 5 6 7 8 9 10 9 43.0 49.1 53.0 58.7 60.5 56.7 4 5 5 39.5 CONTRIBUTIONS EXCEEDING 1.0 DBA 5 6 7 8 9 10 7 41.5 45.7 48.3 50.2 50.9 50.3 8 5 9 39.0 5 6 7 8 9 10 7 39.5 45.0 47.9 51.6 53.2 52.5 2 5 5 39.7 CONTRIBUTIONS EXCEEDING 1.0 DBA 4 5 6 7 8 9 10 CONTOUR1.STA 05/05/99 12:06 PM 25.2 26.1 29.1 32.8 37.0 41.0 42.6 44.3 45.4 45.7 45.5 44.0 44.7 43.1 2 12345 41.3 39.6 36.2 40.9 39.1 3 123456789 10 11 12 13 14 24.4 23.9 25.7 28.9 32.2 39.8 41.7 44.5 46.7 47.4 46.9 45.1 45.9 43.6 4 12345 41.6 40.4 36.9 41.6 39.6 RECEIVER LEQ(H) L10 18 72.7 76.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 39.1 38.9 39.9 40.8 43.0 48.8 51.0 53.4 56.8 60.9 62.6 59.1 56.1 52.3 2 12345 49.9 48.1 42.5 45.6 42.4 3 123456789 10 11 12 13 14 39.0 38.3 38.9 40.3 39.9 45.4 48.4 52.9 57.6 64.5 68.5 61.2 56.9 51.1 4 12345 48.0 45.0 40.2 44.3 41.7 1 RECEIVER LEQ(H) L10 19 71.6 74.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 39.0 38.7 39.9 40.5 42.3 47.2 50.6 53.3 56.4 60.1 61.6 58.6 56.0 52.2 2 12345 49.9 46.7 41.6 45.1 41.8 3 123456789 10 11 12 13 14 38.1 37.7 38.6 39.9 39.8 44.9 48.0 52.3 57.3 63.4 66.7 60.8 56.8 51.0 4 12345 47.3 45.0 40.1 44.3 41.7 1 RECEIVER LEQ(H) L10 20 68.4 71.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 38.1 37.8 38.9 39.0 40.4 44.3 46.5 50.3 54.5 58.4 59.8 56.9 52.9 49.3 2 12345 46.5 44.3 39.9 43.7 41.2 3 123456789 10 CONTOUR1.STA 05/05/99 12:06 PM 11 12 13 14 36.5 36.2 37.2 38.7 38.9 44.0 46.1 49.4 53.9 59.5 62.1 56.9 53.4 49.2 4 12345 46.4 44.4 40.1 44.2 41.7 RECEIVER 21 LEQ(H) 62.6 L10 65.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY 1 11 2 3 11 4 1 RECEIVER 22 ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 23 ROADWAY ROADWAY 1 11 2 3 11 4 SEGMENT 1 2 12 13 34.9 35.1 51.1 49.6 1 2 45.1 43.1 1 2 12 13 30.9 31.6 53.5 52.1 1 2 45.9 43.9 LEQ(H) 58.5 3 14 36.2 49.2 3 39.0 3 14 33.8 50.8 3 39.6 L10 61.6 4 5 6 7 8 9 10 36.7 38.2 42.3 44.2 46.4 48.5 50.4 47.5 4 5 43.4 41.1 4 5 6 7 8 9 10 36.0 35.8 41.1 43.7 46.5 50.3 52.6 48.3 4 5 44.0 41.7 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 25.6 26.8 45.5 45.9 1 2 42.5 41.6 1 2 12 13 23.5 23.9 47.1 47.2 1 2 43.5 42.3 LEQ(H) 72.8 3 14 30.4 46.6 3 37.9 3 14 25.7 47.5 3 38.6 L10 76.1 4 5 6 7 8 9 10 33.8 35.2 39.3 41.1 42.7 44.4 45.3 43.7 4 5 42.5 40.7 4 5 6 7 8 9 10 29.0 32.5 38.0 40.1 42.8 45.7 46.8 44.4 4 5 43.3 41.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 36.6 36.1 56.8 60.4 1 2 55.0 52.1 1 2 12 13 34.7 34.4 57.9 63.6 1 2 3 14 36.9 63.2 3 47.6 3 14 35.6 69.1 3 4 5 6 7 8 9 10 36.7 38.1 41.8 45.1 49.0 51.0 53.5 59.0 4 5 51.3 47.3 4 5 6 7 8 9 10 37.1 37.0 41.3 42.6 45.0 48.9 54.0 60.9 4 5 CONTOUR1.STA 05/05/99 12:06 PM 55.9 52.1 46.1 48.8 44.8 1 RECEIVER LEQIH) LI0 24 63.8 67.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 33.4 33.3 34.2 34.9 36.3 40.1 41.8 43.4 45.2 47.6 50.7 51.9 53.2 51.3 2 12345 49.2 47.0 42.5 46.1 43.1 3 123456789 10 11 12 13 14 30.3 31.0 32.4 33.8 33.8 38.9 41.1 43.5 45.8 48.3 51.7 54.0 55.4 53.0 4 12345 50.5 48.3 44.0 48.0 44.7 1 RECEIVER LEQ(H) L10 25 63.4 66.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 33.4 33.2 34.4 34.6 36.4 40.1 41.6 43.4 45.2 47.2 50.4 51.6 52.7 50.9 2 12345 49.1 46.9 42.7 46.3 43.3 3 123456789 10 11 12 13 14 29.5 30.3 32.2 33.8 33.8 38.9 41.0 43.4 45.8 48.5 51.3 53.2 54.6 52.5 4 12345 50.2 48.1 43.9 47.9 45.1 1 RECEIVER LEQ(H) L10 26 60.2 63.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123 456789 10 11 12 13 14 27.5 29.7 32.5 32.9 34.4 38.1 39.9 41.6 43.1 44.2 45.8 46.0 48.3 47.7 2 12345 46.8 45.6 41.9 46.2 44.0 3 123456789 10 11 12 13 14 24.4 24.6 26.9 31.0 32.0 36.8 38.9 41.3 43.8 45.6 46.9 47.1 49.6 49.2 4 12345 48.3 47.1 43.2 47.7 45.2 RECEIVER LEQ(H) L10 27 57.3 60.0 CONTOUR1.STA 05/05/99 12:06 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.2 24.4 28.1 31.2 32.5 36.4 38.1 39.6 41.0 41.8 43.0 42.4 44.3 44.0 2 1234543.6 43.1 39.8 44.6 42.9 3 123456789 10 11 12 13 1421.0 21.4 23.1 26.4 29.8 34.9 37.0 39.3 41.8 43.2 43.9 43.4 45.1 45.04 12345 44.8 44.4 41.0 45.9 43.8 1 RECEIVER LEQ(H) L10 28 61.2 64.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 1429.6 31.4 32.9 33.3 34.6 38.5 40.2 41.9 43.5 44.8 46.7 47.8 49.6 48.9 2 12345 47.8 46.5 42.6 46.7 44.2 3 123456789 10 11 12 13 1425.7 26.1 28.6 31.9 32.1 37.2 39.3 41.6 44.0 46.1 47.8 48.8 51.0 50.5 4 12345 49.3 47.9 43.9 48.1 45.51 RECEIVER LEQ(H) L10 29 59.5 62.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 25.8 27.5 31.3 31.9 33.3 37.0 38.7 40.5 41.8 42.8 43.8 45.3 47.2 46.9 2 12345 46.4 45.6 42.1 46.5 44.4 3 123456789 10 11 12 13 14 23.1 23.3 25.3 29.4 31.0 35.7 37.8 40.0 42.3 44.1 45.0 45.8 48.3 48.3 4 1234548.0 47.2 43.5 48.1 45.71 RECEIVER LEQ(H) L10 30 66.9 70.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 CONTOUR1.STA 05/05/99 12:06 PM 11 12 13 14 33.4 32.9 33.7 34.8 36.2 39.5 40.7 42.3 44.1 46.2 49.0 51.8 5.6.3 55.4 2 3 11 4 1 RECEIVER 31 ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 32 ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 33 ROADWAY ROADWAY 1 11 2 1 2 3 45 51.8 48.5 43.7 47.1 43.7 123456789 10 12 13 14 32.0 31.3 32.5 34.0 33.7 38.3 40.4 42.4 44.2 46.7 49.7 53.4 61.7 60.2 12345 53.7 49.6 44.3 47.9 44.4 LEQ(H) LlO 64.2 67.6 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 123456789 10 12 13 14 32.3 32.5 33.3 33.1 34.1 37.4 38.5 40.2 42.3 44.8 48.0 50.7 53.9 52.3 12345 49.7 47.0 42.5 46.2 43.2 123456789 10 12 13 1431.4 30.8 31.8 33.1 33.3 37.8 38.7 40.3 42.2 45.0 48.7 52.6 58.0 56.0 1 2 52.3 48.8 LEQ(H) 60.6 345 43.6 47.3 44.0 LlO 64.0 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 28.1 27.8 44.3 46.3 1 2 47.4 45.8 1 2 12 1326.5 27.3 45.0 47.4 1 2 50.4 48.6 LEQ(H) 58.2 3456789 10 14 28.5 28.3 29.8 33.0 34.3 35.8 38.7 41.6 49.3 48.8345 41.6 45.7 43.1 3456789 10 1428.0 29.2 28.6 33.0 34.3 36.0 37.9 41.6 52.0 51.8345 44.5 48.0 44.7 LlO 61.7 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 24.2 23.4 38.4 41.0 1 2 43.2 41.4 3456789 10 14 24.2 24.0 25.1 28.4 29.5 31.4 33.3 35.5 45.3 44.9 345 37.4 41.5 39.2 CONTOUR1.STA 05/05/99 12:06 PM 3 123456789 10 11 12 13 14 24.3 23.3 23.9 24.7 24.3 28.5 29.7 31.3 33.3 36.1 39.3 43.2 51.2 51.7 4 12345 48.8 46.1 41.5 45.3 42.4 RECEIVER LEQ(H) L10 34 58.3 61.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.6 23.4 24.1 24.0 25.2 28.3 29.5 31.0 32.8 34.9 37.8 41.5 45.9 45.9 2 12345 45.0 43.7 39.7 43.8 41.5 3 123456789 10 11 12 13 14 23.5 22.5 23.2 24.5 24.3 28.5 29.6 31.2 33.0 35.2 38.5 42.2 49.7 50.6 4 12345 49.3 47.4 43.0 46.7 43.9 1 RECEIVER LEQ(H) L10 35 58.3 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.1 22.4 23.6 23.3 24.6 27.8 29.2 30.8 33.1 36.0 39.4 41.8 45.1 45.2 2 12345 44.8 44.2 40.7 45.1 43.1 3 123456789 10 11 12 13 14 22.6 22.4 22.7 23.7 23.5 27.8 29.1 30.9 32.9 35.6 39.7 42.5 47.9 48.7 4 12345 48.7 48.1 44.4 48.8 45.8 CONTOUR1.STA 05/05/99 12:06 PM ATTACHMENT 4 KEY TO FILE CODES ATTACHMENT 4 *.STA - STAMINA output file *.OPT - OPTIMA output file NOWALL1 - Future traffic conditions, no constructed sound barriers, first-floor receivers NOWALL2 - Future traffic conditions, no constructed sound barriers, second-floor receivers WALL16 - Future traffic conditions, with constructed sound barriers, first-floor receivers WALL26 - Future traffic conditions, with constructed sound barriers, second- floor receivers TABLE 4-1 CORRELATION BETWEEN FIGURE 6 RECEIVER NUMBERS AND COMPUTER FILE NUMBERS Figure 6 Receiver Number 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 Computer File Receiver Number Iw 2w 3w 4w 5w 6w 7w 8w 9w lOw llw 12w 13w 14w Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b 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 ) Rancho Carrlllo Village N - future - no walls - 1st floor 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5. VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 .7 .7 .2 .6 .4 .5 .3 .4 .6 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. c nnp nTNZi TT? c — Y 1986009.3 1986096.6 1986160.7 1986225.1 1986276.6 1986338.7 1986438.0 1986533.7 1986627.8 SPEED 30. 30. 30. 49. 49. 49. Z 447.3 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 1 1 NOWALL1.STA 05/05/99 6:00 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 OROADWAY 15 16 17 18 19 20 6261348.2 6261306.9 6261261.6 6261218.0 6261162.3 6261113.2 1986721.2 1986812.4 1986902.5 1986982.0 1987082.6 1987169.5 463.6 463.7 463.1 462.1 460.1 457.7 1 0 0 0 0 0 Melrose Drive - northbound (cont.) VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261113.2 6261065.7 6261017.8 6260993.1 6260894.8 6260796.9 Melrose Drive - VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261541.3 6261512.0 6261491.9 6261473.0 6261452.5 6261437.2 6261404.6 6261372.7 6261337.2 6261299.5 6261257.8 6261213.2 6261170.9 6261114.9 6261066.1 Melrose Drive - VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261066.1 6261018.5 6260970.4 6260946.0 6260848.3 6260750.3 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1987169.5 1987254.8 1987340.0 1987385.3 1987560.1 1987734.8 Southbound VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1985994.1 1986086.9 1986149.7 1986209.6 1986273.1 1986321.0 1986422.2 1986515.6 1986607.7 1986698.6 1986789.4 1986878.3 1986956.1 1987056.3 1987143.2 southbound ( cont . ) VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1987143.2 1987228.8 1987314.5 1987357.7 1987532.9 1987707.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.7 432.6 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 447.0 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 463.6 463.7 463.1 462.1 460.1 457.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.4 431.9 GRADE 0 0 0 0 0 0 GRADE 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 GRADE 1 1 1 1 1 1 BARRIER TYPE(A)South Slope COORDINATES- X Y ZO DELZ NOWALL1.STA 05/05/99 6:00 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 10(nps) 18(bot) 1 2 3 1 BARRIER 6 (sou) 10(nps) 1 BARRIER 1 2 3 4 5 6 7 8 9 1 BARRIER 9 10 11 12 13 14 15 16 17 18 1 BARRIER 18 19 20 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.06261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 508.0 510.0 510.0 510.0 510. 0510.0510.0 510.0 0 2 TYPE (A) South Slope (cont.) — — — — — r"if")ryRr"iTW&rTrR1c — — v v 7 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.06261318.9 1986218.7 504.06261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ 510.0 .0 508.0 504.0 502.0 502.0500.0498.0 P 0 3 TYPE (A) Drainage culvert <T1f\Dr"lTMft TT.'G X Y Z6261362.1 1986358.9 469.5 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge (T^rvD nT KI ft Tnr c X Y Z 6261286.5 1986282.5 510.0 6261362.1 1986358.9 469.5 5 TYPE (A) New Pad south — — — — ("*no'RT~iTKift T|'C*C X Y Z6261006.0 1986367.7 468.2 6261096.2 1986367.4 468.6 6261202.6 1986367.1 468.6 6261208.5 1986373.3 468.6 6261271.6 1986374.9 469.5 6261293.5 1986372.6 469.56261321.8 1986363.2 469.5 6261337.1 1986361.9 469.5 6261351.7 1986360.3 469.5 6 TYPE (A) New Pad south pnnnnTMBTPC — Y v Z 6261351.7 1986360.3. 469.5 6261362.1 1986358.9 469.56261350.1 1986408.4 469.5 6261329.6 1986481.0 469.1 6261303.2 1986556.2 468.0 6261273.3 1986629.5 467.6 6261241.4 1986703.0 466.5 6261207.5 1986775.3 466.16261174.6 1986840.1 466.1 6261159.0 1986843.7 466.1 7 TYPE (A) New Pad south r* r\f}~B FIT KI S iPT? C X Y Z 6261159.0 1986843.7 466.1 6261105.3 1986817.9 466.1 6261095.5 1986811.1 466.1 ZO DELZ469.5 .0 482.0 480.0 478.0 476.0 ZO DELZ 510.0 .0 469.5 (no wall) ZO DELZ468.2 .0 468.6 468.6 468.6 469.5 469.5 469.5 469.5 469.5 (cont. - no wall) ZO DELZ 469.5 .0 469.5 469.5 469.1 468.0 467.6 466.5 466.1 466.1 466.1 (cont. - no wall) ZO DELZ466.1 .0 466.1 466.1 P 0 P 0 P 0 P 0 P 0 NOWALL1.STA 05/05/99 6:00 PM 21 6261086.4 1986798.7 466.1 466.1 BARRIER 8 TYPE(A) New Pad north (no wall) 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 1 BARRIER 14 15 16 17 18 19 20 21 22 23 1 BARRIER 23 24 1 BARRIER 1 2 3 4 5 6 7 1 BARRIER 1 2 3 4 5 6 7 8 9 10 ^UUnUXINAl £j£5 X Y 6260659.0 1986871.6 6260711.7 1986893.1 6260741.7 1986900.6 6260785.6 1986908.8 6260800.0 1986909.1 6260846.2 1986906.2 6260926.9 1986898.3 6260971.2 1986894.8 6260985.5 1986896.4 6260992.0 1986898.7 9 TYPE (A) New /"*rt("TOnTM2ifp'Fc X Y 6260992.0 1986898.7 6260995.9 1986899.0 6261000.5 1986896.4 6261001.5 1986893.5 6260999.2 1986857.3 10 TYPE (A) New pnrYRryrKihT'pt X Y 6260999.2 1986857.3 6261005.4 1986891.2 6261004.7 1986897.4 6260999.5 1986903.2 6260994.3 1986905.2 6261017.1 1986924.7 6261056.5 1986951.7 6261071.4 1986960.8 6261081.9 1986971.3 6261092.0 1986990.8 11 TYPE (A) New ("•nnRnTNFZvT'p'c X Y 6261092.0 1986990.8 6261093.9 1987020.4 Z 462.5 462.5 462.5 462.9 462.9 463.5 464.1 464.5 464.5 464.5 Pad north Z 464.5 464.5 464.5 464.5 464.5 Pad north Z 464.5 462.5 462.5 462.5 462.0 462.0 462.0 461.5 461.0 460.8 Pad north Z 460.8 460.5 ZO DELZ 462.5 .0 462.5 462.5 462.9 462.9 463.5 464.1 464.5 464.5 464.5 (cont. - no wall) ZO DELZ 464.5 .0 464.5 464.5 464.5 464.5 (cont. - no wall) ZO DELZ 464.5 .0 462.5 462.5 462.5 462.0 462.0 462.0 461.5 461.0 460.8 (cont. - no wall) ZO DELZ 460.8 .0 460.5 P 0 P 0 P 0 P 0 12 TYPE (A) Recreation wall ^•^ncnTMAT'TC* X Y 6260920.9 1986743.1 6260959.3 1986739.7 6260961.0 1986760.2 6261011.7 1986755.6 6261029.2 1986752.0 6261042.1 1986746.4 6261052.3 1986739.3 13 TYPE (A) New rinrrRnTNiziiTiP< X Y 6261402.8 1986311.4 6261373.2 1986402.6 6261339.0 1986502.5 6261303.9 1986594.3 6261266.4 1986684.5 6261225.1 1986774.3 6261180.8 1986861.9 6261133.3 1986949.4 6261083.8 1987038.3 6261035.0 1987125.6 a Z 462.8 463.2 463.2 463.8 464.0 464.2 464.5 Road edge Z 457.3 459.7 461.7 463.0 463.6 463.7 463.1 461.9 460.1 457.7 ZO DELZ 462.8 .0 463.2 463.2 463.8 464.0 464.2 464.5 ZO DELZ 457.3 .0 459.7 461.7 463.0 463.6 463.7 463.1 461.9 460.1 457.7 P 0 P 0 NOWALL1.STA 05/05/99 6:00 PM BARRIER 14 TYPE(A)New Road edge (cont.) 10 11 12 13 14 15 COORDINATES X Y 6261035.0 1987125.6 6260987.5 1987211.2 6260938.6 1987297.1 6260914.5 1987339.4 6260816.9 1987515.5 6260718.3 1987690.7 z 457.7 454.6 451.0 448.9 440.3 431.7 ZO 457.7 454.6451.0448.9 440.3431.7 DELZ .0 First floor receivers Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b Iw 2w 3w 4w 5w 6w 7w 8w 9w lOw llw 12w 13w 14w 1 X 6261311.4 6261280.3 6261256.9 6261223.8 6261195.6 6261156.6 6261128.4 6260994.6 6260969.5 6260886.8 6260800.5 6260729.6 6260697.3 6261332.5 6261306.2 6261282.1 6261246.6 6261218.0 6261177.9 6261136.9 6260970.6 6260887.9 6260800.5 6260743.7 6260683.4 6261035.6 6260976.8 ALPHA FACTORS - RECEIVER 1 * 2 * 3 * 4 * 1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING 1 * 2 * 3 * 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 .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 -UURUiWA lEj£> Y Z 1986427.4 474.5 1986511.3 474.1 1986573.9 473.0 1986655.9 472.6 1986717.6 471.5 1986798.2 471.1 1986812.3 471.1 1986869.3 469.5 1986871.6 469.5 1986879.0 469.1 1986884.9 467.9 1986873.7 467.5 1986851.3 467.5 1986434.2 474.5 1986520.4 474.1 1986583.9 473.0 1986666.9 472.6 1986730.7 471.5 1986810.8 471.1 1986821.9 471.1 1986884.4 469.5 1986892.1 469.1 1986898.7 467.9 1986890.7 467.7 1986871.2 467.5 1986740.0 469.2 1986748.9 468.3 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 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 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER LEQ(H) L10 NOWALL1.STA 05/05/99 6:00 PM Ib 66.3 69.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 44.2 44.5 46.3 47.3 49.8 55.7 56.9 55.2 51.9 49.3 46.6 44.2 43.0 40.7 2 12345 39.4 38.1 34.5 39.2 37.5 3 123456789 10 11 12 13 14 43.5 44.0 45.9 48.3 49.4 56.9 59.6 56.1 52.1 48.8 46.1 43.6 43.0 40.6 4 12345 39.5 38.3 34.7 39.7 37.9 1 RECEIVER LEQ(H) L10 2b 66.7 70.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 42.5 42.6 44.0 44.5 46.7 51.9 56.2 57.6 56.1 52.6 49.6 46.1 45.1 42.3 2 12345 40.4 39.2 35.4 40.1 38.3 3 123456789 10 11 12 13 14 42.1 42.1 43.2 45.1 45.8 52.4 57.6 59.7 56.2 52.2 49.1 45.8 44.6 41.9 4 12345 40.6 39.4 35.7 40.6 38.7 1 RECEIVER LEQ(H) LlO 3b 66.9 70.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 41.3 41.2 42.5 42.9 44.8 49.7 53.6 57.4 57.4 54.6 51.2 48.2 46.3 43.4 2 12345 41.3 39.9 36.2 40.8 38.9 3 123456789 10 11 12 13 14 40.6 40.3 41.3 43.3 43.5 49.6 54.4 59.3 59.2 54.9 51.2 47.7 45.8 42.9 4 12345 41.5 40.2 36.4 41.2 39.3 1 RECEIVER LEQ(H) LlO 4b 68.1 71.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT NOWALL1.STA 05/05/99 6:00 PM 1 11 2 3 11 4 1 RECEIVER 5b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 6b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 7b ROADWAY ROADWAY 1 11 123456789 12 13 14 39.8 39.8 41.0 41.3 42.8 47.4 50.7 55.1 59.5 56.0 51.6 49.3 45.3 12345 42.9 41.1 37.2 41.8 39.8 123456789 12 13 14 39.0 38.5 39.7 41.3 41.4 47.2 50.3 55.1 60.8 55.5 50.7 48.2 44.7 12345 42.9 41.5 37.6 42.3 40.2 LEQ(H) LlO 67.8 71.1 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 123456789 12 13 14 38.7 38.7 39.8 40.1 41.6 45.4 48.3 52.3 56.6 57.7 53.3 50.8 46.2 12345 43.9 42.2 38.2 42.6 40.5 123456789 12 13 14 37.5 37.2 38.2 39.6 40.1 45.3 48.0 52.2 57.0 58.6 53.2 50.0 46.2 12345 44.2 42.6 38.5 43.1 40.9 LEQ(H) LlO 67.8 71.1 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 123456789 12 13 14 37.7 37.4 38.5 38.7 40.1 43.9 45.9 49.5 52.9 58.9 56.6 54.1 50.8 12345 47.4 45.0 40.2 44.0 41.4 123456789 12 13 14 36.1 35.7 36.7 38.2 38.5 43.5 45.6 48.6 52.8 61.3 57.6 54.7 50.2 12345 47.3 45.0 40.3 44.6 41.9 LEQ(H) LlO 66.6 69.8 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 123456789 12 13 14 36.5 36.7 37.9 37.9. 39.5 43.1 44.9 47.6 50.8 55.8 56.0 56.3 50.8 10 59.0 10 60.4 1.0 DBA 10 59.1 10 61.4 1.0 DBA 10 57.1 10 57.8 1.0 DBA 10 53.9 NOWALL1.STA 05/05/99 6:00 PM 2 12345 47.8 44.9 40.5 44.3 41.7 3 123456789 10 11 12 13 14 35.3 34.8 35.8 37.3 37.3 42.6 44.7 47.7 51.2 55.0 58.3 58.2 55.7 50.7 4 12345 47.8 45.7 41.2 45.0 42.3 1 RECEIVER LEQ(H) L10 8b 63.1 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 2 3 11 4 1 RECEIVER 9b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 10b ROADWAY ROADWAY 1 11 2 3 11 12 13 33.3 33.3 50.4 51.4 1 2 48.2 46.3 1 2 12 13 29.3 30.0 51.4 53.2 1 2 49.4 47.5 LEQ(H) 62.5 14 34.5 52.3 3 42.2 3 14 32.1 54.0 3 43.3 L10 65.6 34.8 36.6 40.2 41.8 43.6 45.5 47.4 50.1 4 5 45.7 42.9 4 5 6 7 8 9 10 34.1 33.9 39.0 41.2 43.6 46.2 48.9 51.5 4 5 47.5 44.8 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 32.6 33.0 49.5 50.5 1 2 48.2 46.4 1 2 12 13 28.3 28.7 50.5 52.1 1 2 49.4 47.5 LEQ(H) 60.8 3 14 34.1 51.2 3 42.1 3 14 31.4 52.9 3 43.5 L10 64.0 4 5 6 7 8 9 10 34.5 36.0 39.8 41.4 43.2 45.1 46.7 49.7 4 5 46.1 43.2 4 5 6 7 8 9 10 33.6 33.4 38.6 40.8 43.1 45.7 48.2 51.4 4 5 47.6 45.0 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 28.9 31.1 46.7 47.1 1 2 47.3 46.0 1 2 12 13 25.3 25.7 3 14 33.0 49.2 3 42.2 3 14 28.1 4 5 6 7 8 9 10 33.1 34.7 38.6 40.2 42.1 43.5 44.7 48.4 4 5 46.4 43.9 4 5 6 7 8 9 10 31.7 32.2 37.2 39.3 41.6 44.1 46.2 NOWALL1.STA 05/05/99 6:00 PM 47.7 48.3 50.6 50.012345 48.8 47.5 43.5 47.8 45.3 RECEIVER LEQ(H) L10 lib 59.4 62.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 1425.8 27.6 31.3 32.1 33.5 37.1 38.8 40.6 42.0 43.0 44.2 44.8 47.1 46.9 2 12345 46.2 45.3 41.8 46.3 44.23 123456789 10 11 12 13 1423.2 23.3 25.5 29.5 31.0 35.8 37.9 40.2 42.6 44.4 45.3 45.5 48.3 48.34 12345 47.8 46.9 43.2 47.8 45.41 RECEIVER LEQ(H) L10 12b 58.2 61.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 1423.8 25.1 29.3 31.5 32.5 36.4 38.0 39.5 41.1 41.9 42.9 42.9 45.2 45.0 2 12345 45.0 44.4 41.1 45.8 44.0 3 123456789 10 11 12 13 14 21.4 21.9 23.5 27.2 30.1 34.9 37.0 39.3 41.6 43.3 43.9 43.6 46.1 46.3 4 12345 46.5 46.0 42.4 47.4 45.3 1 RECEIVER LEQ(H) L10 13b 57.4 60.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 22.8 24.0 27.6 31.0 32.2 36.2 37.7 39.2 40.6 41.5 42.6 42.1 44.1 43.9 2 12345 43.7 43.3 40.2 45.0 43.53 123456789 10 11 12 13 1420.8 21.0 22.8 26.0 29.5 34.7 36.7 38.9 41.3 42.9 43.5 43.0 44.9 44.9 4 12345 45.0 44.8 41.5 46.5 44.7 NOWALL1.STA 05/05/99 6:00 PM RECEIVER LEQ(H) L10 Iw 70.8 74.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 47.9 49.6 51.2 52.1 54.5 59.7 61.0 58.6 55.2 49.6 45.9 44.3 41.5 2 12345 39.5 38.3 34.6 39.4 37.5 3 123456789 11 12 13 14 45.8 46.2 48.1 51.3 53.7 62.7 65.6 60.8 54.6 47.1 44.1 43.1 40.7 4 12345 39.4 38.4 34.7 39.6 37.9 1 RECEIVER LEQ(H) LlO 2w 71.3 74.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 44.5 46.0 48.6 49.6 51.7 56.6 60.0 61.3 58.5 52.1 49.7 48.5 44.7 2 12345 41.5 39.9 35.7 40.3 38.4 3 123456789 11 12 13 14 43.3 43.3 44.8 47.1 48.4 57.8 63.3 66.0 60.6 51.9 47.4 45.4 42.4 4 12345 40.7 39.5 35.6 40.6 38.6 1 RECEIVER LEQ(H) LlO 3w 71.3 74.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 42.7 43.1 45.2 46.6 49.6 54.4 57.6 60.9 60.8 54.1 51.1 49.8 46.2 2 12345 42.7 40.7 36.7 41.0 39.0 3 123456789 11 12 13 14 41.8 41.6 42.6 44.6. 45.2 52.9 59.1 65.2 64.9 54.2 49.8 47.3 43.6 4 12345 41.7 40.3 36.4 41.3 39.3 1 RECEIVER LEQ(H) LlO 4w 71.2 74.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 10 52.3 10 50.3 1.0 DBA 10 55.0 10 55.8 1.0 DBA 10 57.4 10 59.0 1.0 DBA NOWALL1.STA 05/05/99 6:00 PM 1 11 2 3 11 4 1 RECEIVER 5w ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 6w ROADWAY ROADWAY 1 11 2 3 11 4 1 1 2 12 13 40.8 40.9 57.2 53.6 1 2 45.4 42.6 1 2 12 13 40.2 40.0 58.6 53.5 1 2 43.5 41.6 LEQ(H) 71.3 3 14 42.5 51.9 3 38.1 3 14 40.8 50.4 3 37.6 L10 74.4 4 5 6 7 8 9 10 43.5 45.8 51.9 54.4 57.8 61.0 60.5 48.7 4 5 42.3 39.9 4 5 6 7 8 9 10 42.3 42.5 48.9 53.5 59.5 65.4 64.5 45.9 4 5 42.4 40.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 39.5 39.4 59.8 55.8 1 2 46.6 44.0 1 2 12 13 38.8 38.7 62.8 56.9 1 2 44.7 42.9 LEQ(H) 71.2 3 14 40.8 53.8 3 39.3 3 14 39.4 52.4 3 38.6 L10 74.3 4 5 6 7 8 9 10 41.3 43.7 49.7 52.4 55.3 58.9 61.3 50.5 4 5 43.4 40.6 4 5 6 7 8 9 10 41.1 40.8 46.3 50.3 55.6 61.1 66.2 48.0 4 5 43.2 40.9 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 38.4 38.1 61.3 59.1 1 2 50.3 46.8 1 2 12 13 37.0 37.0 66.2 62.0 1 2 48.1 45.3 RECEIVER LEQ(H) 7w 67.7 ROADWAY ROADWAY 1 11 3 14 39.0 56.6 3 41.5 3 14 37.9 57.7 3 40.5 L10 70.9 4 5 6 7 8 9 10 39.5 41.2 45.7 49.0 52.6 55.5 59.0 52.7 4 5 45.3 41.8 4 5 6 7 8 9 10 39.4 39.1 44.2 46.9 50.6 56.1 61.6 51.3 4 5 44.7 42.0 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 37.0 37.0 3 14 37.9 4 5 6 7 8 9 10 38.2 39.5 43.2 45.0 48.1 51.2 55.0 NOWALL1.STA 05/05/99 6:00 PM 57.3 57.9 56.7 51.8 2 3 11 4 1 RECEIVER 8w ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 9w ROADWAY ROADWAY 1 11 2 3 11 4 1 12345 48.4 45.6 40.6 44.6 41.8 123456789 10 12 13 14 35.7 34.9 36.1 37.4 37.8 42.8 44.8 47.6 51.4 55.6 59.6 60.3 56.7 51.2 12345 48.1 46.1 41.2 45.0 42.3 LEQ(H) L10 62.7 65.9 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 123456789 10 12 13 32.7 33.1 49.7 50.5 1 2 48.6 46.7 1 2 12 13 28.3 29.2 50.6 52.2 1 2 49.8 47.8 LEQ(H) 61.1 14 34.0 34.6 36.0 39.7 41.4 43.1 44.9 46.7 51.6 50.3 345 42.4 46.5 43.3 3456789 10 14 31.4 33.6 33.4 38.6 40.7 43.1 45.5 48.1 53.4 51.9 345 43.7 47.8 45.1 L10 64.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 29.3 31.3 46.7 47.51 2 47.7 46.4 1 2 12 13 25.4 25.9 '47.7 48.6 1 2 49.2 47.8 RECEIVER LEQ(H) lOw ROADWAY ROADWAY 1 11 2 3 11 59.6 3 45 6 7 8 9 10 14 32.9 33.2 34.5 38.5 40.2 41.9 43.5 44.7 49.5 48.8 345 42.5 46.6 44.1 3456789 10 14 28.4 31.8 32.1 37.1 39.2 41.6 44.0 46.0 50.8 50.3 34543.8 48.1 45.4 L10 62.8 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 26.1 28.1 43.9 45.4 1 2 46.5 45.6 1 2 12 13 3456789 10 14 31.4 32.0 33.4 37.1 38.7 40.6 41.9 42.9 47.3 47.1 345 42.1 46.5 44.4 3456789 10 14 NOWALL1.STA 05/05/99 6:00 PM 23.3 23.6 25.5 29.5 31.1 35.7 37.9 40.1 42.5 44.3 45.3 46.0 48.5 48.5 12345 48.0 47.2 43.4 48.0 45.6 RECEIVER LEQ(H) L10 llw 58.7 61.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 24.4 25.8 29.9 31.6 32.7 36.6 38.2 39.7 41.2 42.1 42.9 43.7 46.1 45.9 2 12345 45.5 44.9 41.5 46.1 44.2 3 123456789 10 11 12 13 14 21.9 22.2 24.0 27.8 30.2 35.1 37.1 39.3 41.8 43.4 44.1 44.1 47.1 47.2 4 12345 47.0 46.5 42.9 47.7 45.5 1 RECEIVER LEQ(H) L10 12w 57.7 60.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 22.8 24.0 27.7 30.8 32.0 35.9 37.5 38.9 40.5 41.3 42.2 42.1 44.3 44.7 2 12345 44.4 43.9 40.7 45.5 43.9 3 123456789 10 11 12 13 14 20.7 21.0 22.7 25.8 29.4 34.5 36.4 38.7 41.0 42.6 43.2 42.8 45.1 45.9 4 12345 45.8 45.5 42.1 47.1 45.2 1 RECEIVER LEQ(H) LlO 13w 61.6 64.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.6 34.1 35.5 36.0 37.5 41.4 43.4 45.5 47.4 48.9 49.5 48.5 49.5 46.9 2 12345 44.5 42.8 39.0 43.3 40.9 3 123456789 10 11 12 13 14 28.5 29.1 31.6 34.9 35.1 40.3 42.7 45.6 49.1 50.9 51.7 50.6 50.7 47.7 4 12345 45.4 43.6 39.6 43.9 41.5 NOWALL1.STA 05/05/99 6:00 PM RECEIVER LEQ(H) LlO 14w 60.4 63.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.4 31.5 34.3 34.7 36.3 40.3 42.1 44.0 45.8 47.0 47.6 48.4 48.7 46.2 2 12345 44.2 42.4 38.8 43.3 41.2 3 123456789 10 11 12 13 14 26.4 26.8 29.0 33.1 34.1 39.1 41.4 44.1 47.2 48.8 49.6 49.9 50.0 47.4 4 12345 44.6 43.4 39.5 44.0 41.8 NOWALL1.STA 05/05/99 6:00 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 AKD 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 ) Rancho Carrillo Village N - future - no walls - 2nd floor EMISSION LEVELS: Calveno Levels (trucX.s>30roph) 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 TYPE5 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 VEHICLES /HOUR 0. 0. 0. SPEED 1161. .7 .7 .2 .6 .4 .5 .3 .4 .6 pnrvRnTHaT<- UUXVLJ .LIMA 1 Y 1986009. 1986096. 1986160. 1986225. 1986276. 1986338. 1986438. 1986533. 1986627. 43. 15. rpc 3 6 7 1 6 7 0 7 8 Z 447 450 452 454 456 457 459 461 463 30. 30. 30. 49. 49. 49. .3 .0 .0 .0 .0 .3 .9 .7 .0 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 1 1 NOWALL2.STA 05/05/99 5:59 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 OROADWAY 15 16 17 18 19 20 BARRIER 6261348.2 1986721.2 6261306.9 1986812.4 6261261.6 1986902.5 626121B.O 1986982.0 6261162.3 1987082.6 6261113.2 1987169.5 Melrose Drive - northbound (cont.) VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1161. VEH5 43. VEH6 15. X Y 6261113.2 1987169.5 6261065.7 1987254.8 6261017.8 1987340.0 6260993.1 1987385.3 6260894.8 1987560.1 6260796.9 1987734.8 Melrose Drive - Southbound VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1161. VEH5 43. VEH6 15. X Y 6261541.3 1985994.1 6261512.0 1986086.9 6261491.9 1986149.7 6261473.0 1986209.6 6261452.5 1986273.1 6261437.2 1986321.0 6261404.6 1986422.2 6261372.7 1986515.6 6261337.2 1986607.7 6261299.5 1986698.6 6261257.8 1986789.4 6261213.2 1986878.3 6261170.9 1986956.1 6261114.9 1987056.3 6261066.1 1987143.2 Melrose Drive - southbound (cont.) VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1161. VEH5 43. VEH6 15 . f ("^ rvR n~r M i ""PC* c X Y 6261066.1 1987143.2 6261018.5 1987228.8 6260970.4 1987314.5 6260946.0 1987357.7 6260848.3 1987532.9 6260750.3 1987707.7 463.6 463.7 463.1 462.1 460.1 457.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.7 432.6 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 447.0 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 463.6 463.7 463.1 462.1 460.1 457.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.4 431.9 1 0 0 0 0 0 GRADE 0 0 0 0 0 0 GRADE 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 GRADE 1 1 1 1 1 1 TYPE(A) South Slope X Y Z ZO DELZ NOWALL2.STA 05/05/99 5:59 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 10(nps) 18 (hot) 1 2 3 1 BARRIER 6 (sou) 10(nps) 1 BARRIER 1 2 3 4 5 6 7 8 91 BARRIER 9 10 11 12 13 14 15 16 17 18 1 BARRIER 18 19 20 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.0 6261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 0 508.0 510.0 510.0 510.0 510.0 510.0 510.0 510.0 2 TYPE (A) South Slope (cont.) <"" nrVP TIT KI & rpl? C X Y Z 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.0 6261318.9 1986218.7 504.0 6261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ P 510.0 .0 0 508.0 504.0 502.0 502.0 500.0 498.0 3 TYPE (A) Drainage culvert X Y Z 6261362.1 1986358.9 469.5 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge X Y Z 6261286.5 1986282.5 510.0 6261362.1 1986358.9 469.5 5 TYPE (A) New Pad south y V >7 6261006.0 1986367.7 468.2 6261096.2 1986367.4 468.6 6261202.6 1986367.1 468.6 6261208.5 1986373.3 468.6 6261271.6 1986374.9 469.5 6261293.5 1986372.6 469.5 6261321.8 1986363.2 469.5 6261337.1 1986361.9 469.5 6261351.7 1986360.3 469.5 6 TYPE (A) New Pad south Y v 7 6261351.7 1986360.3 469.5 6261362.1 1986358.9 469.5 6261350.1 1986408.4 469.5 6261329.6 1986481.0 469.1 6261303.2 1986556.2 468.0 6261273.3 1986629.5 467.6 6261241.4 1986703.0 466.5 6261207.5 1986775.3 466.1 6261174.6 1986840.1 466.1 6261159.0 1986843.7 466.1 7 TYPE (A) New Pad south P ("I("U? T~lTM A 'PT? C X Y Z 6261159.0 1986843.7 466.1 6261105.3 1986817.9 466.1 6261095.5 1986811.1 466.1 ZO DELZ P 469.5 .0 0 482.0 480.0 478.0 476.0 ZO DELZ P 510.0 .0 0 469.5 (no wall) ZO DELZ P 468.2 .0 0 468.6 468.6 468.6 469.5 469.5 469.5 469.5 469.5 (cont. - no wall) ZO DELZ P 469.5 .0 0 469.5 469.5 469.1 468.0 467.6 466.5 466.1 466.1 466.1 (cont. - no wall) ZO DELZ P 466.1 .0 0 466.1 466.1 NOWALL2.STA 05/05/99 5:59 PM 21 6261086.4 1986798.7 466.1 466.1 BARRIER 8 TYPE(A) New Pad north (no wall) 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 1 BARRIER 14 15 16 17 18 19 20 21 22 23 1 BARRIER 23 24 1 BARRIER 1 2 3 4 5 6 7 1 BARRIER 1 2 3 4 5 6 7 8 9 10 UUVJIUJ-ilNrtlEji X Y 6260659.0 1986871.66260711.7 1986893.16260741.7 1986900.6 6260785.6 1986908.8 6260800.0 1986909.1 6260846.2 1986906.2 6260926.9 1986898.36260971.2 1986894.86260985.5 1986896.46260992.0 1986898.7 9 TYPE (A) New X Y6260992.0 1986898.76260995.9 1986899.06261000.5 1986896.46261001.5 1986893.56260999.2 1986857.3 10 TYPE (A) New — f*r\r\T) OTHl TTC X Y6260999.2 1986857.3 6261005.4 1986891.2 6261004.7 1986897.4 6260999.5 1986903.26260994.3 1986905.26261017.1 1986924.76261056.5 1986951.7 6261071.4 1986960.86261081.9 1986971.3 6261092.0 1986990.8 11 TYPE (A) New X Y6261092.0 1986990.86261093.9 1987020.4 Z 462.5 462.5 462.5 462.9 462.9 463.5 464.1464.5464.5 464.5 Pad north Z464.5464.5464.5 464.5 464.5 Pad north Z 464.5 462.5 462.5 462.5462.0462.0 462.0 461.5 461.0 460.8 Pad north Z460.8460.5 ZO DELZ462.5 .0462.5462.5 462.9462.9 463.5 464.1464.5464.5464.5 (cont. - no wall) ZO DELZ464.5 .0464.5464.5464.5464.5 (cont. - no wall) ZO DELZ464.5 .0 462.5 462.5 462.5 462.0462.0462.0461.5461.0 460.8 (cont. - no wall) ZO DELZ460.8 .0460.5 P 0 P 0 P 0 P 0 12 TYPE (A) Recreation wall X Y 6260920.9 1986743.16260959.3 1986739.76260961.0 1986760.2 6261011.7 1986755.6 6261029.2 1986752.0 6261042.1 1986746.4 6261052.3 1986739.3 13 TYPE (A) New X Y6261402.8 1986311.4 6261373.2 1986402.6 6261339.0 1986502.56261303.9 1986594.36261266.4 1986684.56261225.1 1986774.3 6261180.8 1986861.96261133.3 1986949.4 6261083.8 1987038.3 6261035.0 1987125.6 Z 462.8 463.2 463.2 463.8 464.0 464.2 464.5 Road edge Z 457.3 459.7 461.7463.0463.6463.7463.1461.9 460.1 457.7 ZO DELZ 462.8 .0463.2463.2 463.8464.0 464.2 464.5 ZO DELZ 457.3 .0459.7 461.7 463.0463.6463.7463.1461.9 460.1 457.7 P 0 P 0 NOWALL2.STA 05/05/99 5:59 PM BARRIER 14 TYPE(A)New Road edge (cont.) X Y Z ZO DELZ 10 6261035.0 1987125.6 457.7 457.7 11 6260987.5 1987211.2 454.6 454.6 12 6260938.6 1987297.1 451.0 451.0 13 6260914.5 1987339.4 448.9 448.9 14 6260816.9 1987515.5 440.3 440.3 15 6260718.3 1987690.7 431.7 431.7 1 Second floor receivers Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b 1 X Y 2 6261311.4 1986427.4 484.5 6261280.3 1986511.3 484.1 6261256.9 1986573.9 483.0 6261223.8 1986655.9 482.6 6261195.6 1986717.6 481.5 6261156.6 1986798.2 481.1 6261128.4 1986812.3 481.1 6260994.6 1986869.3 479.5 6260969.5 1986871.6 479.5 6260886.8 1986879.0 479.1 6260800.5 1986884.9 477.9 6260729.6 1986873.7 477.5 6260697.3 1986851.3 477.5 ALPHA FACTORS - RECEIVER 1 * 2 * 3 * 4 * 1 .0 . .0 . .0 . .0 . .0 . .0 . .0 . .0 . SHIELDING 1 * 2 * 3 * 4 * 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 FACTORS - 0 0 0 0 0 0 0 0 RECEIVER Ib .0 . .0 .0 . .0 .0 . .0 .0 . .0 LEQ(H) 69.8 0 0 0 0 .0 .0 .0 .0 ACROSS, ROADWAY .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 L10 72.7 .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 DOWN .0 .0 .0 .0 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 3 11 1.0 DBA 10 12 13 14 49.1 49.3 50.9 51.7 53.9 58.5 59.6 57.7 54.7 52.1 49.9 47.9 47.3 44.9 1 2 3 4542.6 39.9 35.4 39.9 38.0 12345 12 13 14 46.4 47.6 51.0 53.3 54.3 61.2 63.2 59.! 50.1 46.8 45.3 42.1 12345 40.5 39.0 35.3 40.2 38.4 10 55.7 52.6 NOWALL2.STA 05/05/99 5:59 PM RECEIVER LEQ(H) L10 2b 69.7 72.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 47.2 47.6 48.9 49.3 51.4 55.8 58.5 59.4 57.4 52.0 49.4 48.7 46.5 2 12345 44.3 42.1 36.9 41.3 38.8 3 123456789 11 12 13 14 43.7 44.1 45.8 48.0 49.6 57.2 61.3 63.1 59.4 52.5 49.7 47.5 43.9 4 12345 42.6 40.6 36.6 41.2 39.2 1 RECEIVER LEQ(H) L10 3b 69.8 72.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 44.3 44.8 47.1 47.8 49.7 53.9 56.6 59.2 59.1 53.7 51.0 49.9 47.6 2 12345 45.7 43.3 38.6 42.5 39.6 3 123456789 11 12 13 14 42.1 41.8 42.9 45.3 46.0 53.1 58.3 62.6 62.4 54.5 51.3 49.4 45.2 4 12345 43.7 42.0 37.7 42.0 39.8 1 RECEIVER LEQ(H) L10 4b 69.9 72.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 41.3 42.2 44.5 46.2 47.7 51.7 54.0 56.9 59.4 56.3 53.1 51.8 49.0 2 12345 47.3 45.9 40.6 44.4 41.0 3 123456789 11 12 13 14 40.7 40.0 41.1 42.6 43.0 50.3 54.7 58.6 62.9 57.9 53.8 52.1 48.3 4 12345 45.5 43.6 39.5 43.4 40.8 1 RECEIVER LEQ(H) L10 5b 69.9 72.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 10 54.5 10 55.5 1.0 DBA 10 56.5 10 58.2 1.0 DBA 10 59.0 10 62.3 1.0 DBA NOWALL2.STA 05/05/99 5:59 PM ROADWAY SEGMENT 1 11 2 3 11 4 1 RECEIVER 6b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 7b ROADWAY ROADWAY 1 11 2 3 11 4 1 1 2 12 13 39.9 40.2 58.3 55.1 1 2 48.5 46.9 1 2 12 13 39.4 38.9 61.0 56.3 1 2 47.3 44.9 LEQ(H) 69.9 3 14 42.0 53.4 3 42.4 3 14 39.8 54.0 3 40.6 L10 72.8 456789 43.4 46.1 50.2 52.3 54.9 57.8 50.3 4 S 45.9 42.0 456789 41.0 41.2 47.3 51.6 55.8 59.9 50.2 4 5 44.7 41.6 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 1 2 12 13 38.7 38.4 59.6 57.8 1 2 50.1 48.3 1 2 12 13 37.9 37.4 63.5 60.3 1 2 50.1 47.3 LEQ(H) 69.0 3 14 39.9 55.9 3 44.3 3 14 38.3 57.1 3 42.4 L10 71.8 456789 41.0 43.0 48.6 50.1 52.4 55.0 52.4 4 5 48.2 44.2 456789 39.5 39.5 45.0 48.4 52.9 56.1 53.0 4 5 46.5 43.0 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 1 2 12 13 38.0 37.8 58.4 57.5 1 2 50.5 48.5 1 2 12 13 37.1 36.5 61.6 60.3 1 2 50.2 47.3 RECEIVER LEQ(H) 8b 65.0 ROADWAY ROADWAY 1 11 3 14 38.8 56.2 3 44.7 3 14 37.4 57.7 3 42.7 L10 67.8 456789 38.9 41.0 45.9 49.6 51.6 54.0 52.8 4 5 48.0 44.0 456789 38.8 38.6 43.7 46.4 50.2 54.8 53.5 4 5 46.6 43.5 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING SEGMENT 1 2 12 13 3 14 456789 10 59.6 10 63.4 1.0 DBA 10 57.9 10 60.3 1.0 DBA 10 56.5 10 58.4 1.0 DBA 10 NOWALL2.STA 05/05/99 5:59 PM 35.0 34.8 35.9 36.1 37.7 41.2 42.7 45.2 47.5 49.9 53.2 54.1 55.0 53.1 2 3 11 4 1 RECEIVER 9b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER lOb ROADWAY ROADWAY 1 11 2 3 11 4 1 1 2 51.3 48.7 1 2 12 13 30.5 31.2 52.8 55.3 1 2 50.7 48.4 LEQ(H) 64.3 3 44.0 3 14 33.4 56.0 3 43.9 L10 67.1 4 5 47.4 44.5 4 5 6 7 8 9 10 35.3 35.1 40.1 42.3 44.8 47.1 49.4 53.2 4 5 47.9 45.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 34.2 34.5 52.5 53.3 1 2 51.4 48.7 1 2 12 13 29.4 30.0 51.6 53.7 1 2 50.6 48.4 LEQ(H) 62.2 3 14 35.4 54.1 3 43.7 3 14 32.6 54.5 3 44.1 L10 65.1 4 5 6 7 8 9 10 35.7 37.1 40.8 42.3 44.7 46.8 48.7 52.8 4 5 47.6 44.7 4 5 6 7 8 9 10 34.7 34.5 39.6 41.8 44.4 46.5 48.5 52.8 4 5 47.9 45.3 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 30.3 32.4 49.0 49.6 1 2 49.4 47.8 1 2 12 13 26.1 26.6 48.7 49.8 1 2 49.8 48.2 RECEIVER LEQ(H) lib ROADWAY ROADWAY 1 11 2 3 60.5 3 14 34.3 51.5 3 43.5 3 14 29.1 51.7 3 44.1 L10 63.5 45 6 7 8 9 10 34.2 35.8 39.6 41.1 43.3 44.7 45.9 50.7 4 5 47.4 44.9 4 5 6 7 8 9 10 32.8 33.1 38.0 40.2 42.7 44.9 46.4 51.0 4 5 48.2 45.5 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 26.8 28.6 46.2 46.9 1 2 47.7 46.6 1 2 3 14 32.5 48.7 3 42.8 3 4 5 6 7 8 9 10 33.1 34.5 38.2 39.7 41.4 43.1 44.1 48.4 4 5 47.0 44.9 4 5 6 7 8 9 10 NOWALL2.STA 05/05/99 5:59 PM 11 12 13 14 23.7 24.0 26.2 30.6 31.8 36.7 38.7 41.1 43.5 44.6 46.3 47.3 49.3 49.1 4 12345 48.6 47.5 43.6 48.1 45.6 RECEIVER LEQ(H) LlO 12b 59.2 62.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 1424.5 26.0 30.3 32.4 33.5 37.2 38.8 40.2 42.1 42.9 44.6 44.8 46.8 46.52 12345 46.1 45.3 41.9 46.4 44.6 3 123456789 10 11 12 13 14 21.8 22.3 24.1 28.1 30.8 35.7 37.7 40.1 42.3 43.5 44.8 45.2 47.4 47.5 4 12345 47.2 46.5 42.8 47.7 45.5 1 RECEIVER LEQ(H) LlO 13b 58.4 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.4 24.7 28.9 31.9 33.2 37.0 38.5 39.9 41.6 42.5 43.9 43.9 45.8 45.52 1234545.2 44.5 41.2 45.8 44.2 3 123456789 10 11 12 13 14 21.1 21.5 23.3 26.7 30.1 35.4 37.4 39.7 42.0 43.1 44.1 44.5 46.4 46.4 4 12345 46.2 45.7 42.2 47.1 45.2 NOWALL2.STA 05/05/99 5:59 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 Rancho Carrillo Village N - future - six foot walls - 1st floor 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 VEHICLES/HOUR 0. 0. 0. SPEED 1161. .7 .7 .2 .6 .4 .5 .3 .4 .6 fnnpnTNii• ^UVJKU-LlN/i Y 1986009 1986096 1986160 1986225 1986276 1986338 1986438 1986533 1986627 43. 15. .3 .6 .7 .1 .6 .7 .0 .7 .8 Z 447 450 452 454 456 457 459 461 463 30. 30. 30. 49. 49. 49. .3 .0 .0 .0 .0 .3 .9 .7 .0 .0 ,0 .0 .0 .0 .0 GRADE 1 1 1 1 1 1 1 1 1 WALL16.STA 05/05/99 5:59 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 OROADWAY 15 16 17 18 19 20 BARRIER 6261348.2 6261306.9 6261261.6 6261218.0 6261162.3 6261113.2 1986721.2 1986812.4 1986902.5 1986982.0 1987082.6 1987169.5 463.6 463.7 463.1 462.1 460.1 457.7 1 0 0 0 0 0 Melrose Drive - northbound (cont.) VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261113.2 6261065.7 6261017.8 6260993.1 6260894.8 6260796.9 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1987169.5 1987254.8 1987340.0 1987385.3 1987560.1 1987734.8 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.7 432.6 GRADE 0 0 0 0 0 0 Melrose Drive - Southbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261541.3 6261512.0 6261491.9 6261473.0 6261452.5 6261437.2 6261404.6 6261372.7 6261337.2 6261299.5 6261257.8 6261213.2 6261170.9 6261114.9 6261066.1 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1985994.1 1986086.9 1986149.7 1986209.6 1986273.1 1986321.0 1986422.2 1986515.6 1986607.7 1986698.6 1986789.4 1986878.3 1986956.1 1987056.3 1987143.2 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 447.0 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 463.6 463.7 463.1 462.1 460.1 457.7 GRADE 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 Melrose Drive - southbound (cont.) VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261066.1 6261018.5 6260970.4 6260946.0 6260848.3 6260750.3 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. P O m? T"iT M 21 T1!? C Y 1987143.2 1987228.8 1987314.5 1987357.7 1987532.9 1987707.7 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.4 431.9 GRADE 1 1 1 1 1 1 TYPE(A) South Slope NATES Y Z ZO DELZ WALL16.STA 05/05/99 5:59 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 10(nps) 18(bot) 1 2 3 1 BARRIER 6 (sou) 10(nps) 1 BARRIER 1 2 3 4 5 6 7 8 9 1 BARRIER 9 10 11 12 13 14 15 16 17 18 1 BARRIER 18 19 20 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.0 6261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 508.0 510.0 510.0 510.0 510.0 510.0 510.0 510.0 0 2 TYPE (A) South Slope (cont.) X Y Z 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.0 6261318.9 1986218.7 504.0 6261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ 510.0 .0 508.0 504.0 502.0 502.0 500.0 498.0 P 0 3 TYPE (A) Drainage culvert X Y Z 6261362.1 1986358.9 469.5 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge X Y Z 6261286.5 1986282.5 510.0 6261362.1 1986358.9 469.5 5 TYPE (A) New Pad south Y V 7 6261006.0 1986367.7 468.2 6261096.2 1986367.4 468.6 6261202.6 1986367.1 468.6 6261208.5 1986373.3 468.6 6261271.6 1986374.9 469.5 6261293.5 1986372.6 469.5 6261321.8 1986363.2 469.5 6261337.1 1986361.9 469.5 6261351.7 1986360.3 469.5 6 TYPE (A) New Pad south X Y Z 6261351.7 1986360.3 475.5 6261362.1 1986358.9 475.5 6261350.1 1986408.4 475.5 6261329.6 1986481.0 475.1 6261303.2 1986556.2 474.0 6261273.3 1986629.5 473.6 6261241.4 1986703.0 472.5 6261207.5 1986775.3 472.1 6261174.6 1986840.1 472.1 6261159.0 1986843.7 472.1 7 TYPE (A) New Pad south Y V 7 6261159.0 1986843.7 472.1 6261105.3 1986817.9 472.1 6261095.5 1986811.1 472.1 ZO DELZ 469.5 .0 482.0 480.0 478.0 476.0 ZO DELZ 510.0 .0 469.5 (no wall) ZO DELZ 468.2 .0 468.6 468.6 468.6 469.5 469.5 469.5 469.5 469.5 (cont. - 6 foot wall) ZO DELZ 469.5 1.0 469.5 469.5 469.1 468.0 467.6 466.5 466.1 466.1 466.1 (cont. - 6 foot wall) ZO DELZ 466.1 1.0 466.1 466.1 P 0 P 0 P 0 P 3 P 3 WALL16.STA 05/05/99 5:59 PM 21 6261086.4 1986798.7 472.1 466.1 BARRIER 8 TYPE(A)New Pad north (6 foot wall) 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 1 BARRIER 14 15 16 17 18 19 20 21 22 23 1 BARRIER 23 24 1 BARRIER 1 2 3 4 1 BARRIER 4 5 6 7 1 BARRIER 1 2 3 X Y Z 6260659.0 1986871.6 468.5 6260711.7 1986893.1 468.5 6260741.7 1986900.6 468.5 6260785.6 1986908.8 468.9 6260800.0 1986909.1 468.9 6260846.2 1986906.2 469.5 6260926.9 1986898.3 470.1 6260971.2 1986894.8 470.5 6260985.5 1986896.4 470.5 6260992.0 1986898.7 470.5 9 TYPE (A) New Pad north X Y Z 6260992.0 1986898.7 470.5 6260995.9 1986899.0 470.5 6261000.5 1986896.4 470.5 6261001.5 1986893.5 470.5 6260999.2 1986857.3 470.5 10 TYPE (A) New Pad north X Y Z 6260999.2 1986857.3 464.5 6261005.4 1986891.2 462.5 6261004.7 1986897.4 462.5 6260999.5 1986903.2 462.5 6260994.3 1986905.2 462.0 6261017.1 1986924.7 462.0 6261056.5 1986951.7 462.0 6261071.4 1986960.8 461.5 6261081.9 1986971.3 461.0 6261092.0 1986990.8 460.8 11 TYPE (A) New Pad north ZO DELZ 462.5 1.0 462.5 462.5 462.9 462.9 463.5 464.1 464.5 464.5 464.5 (cont. - 6 foot wall) ZO DELZ 464.5 1.0 464.5 464.5 464.5 464.5 (cont. - no wall) ZO DELZ 464.5 .0 462.5 462.5 462.5 462.0 462.0 462.0 461.5 461.0 460.8 (cont. - no wall) X Y Z ZO DELZ 6261092.0 1986990.8 460.8 460.8 .0 6261093.9 1987020.4 460.5 460.5 12 TYPE (A) Recreation wall (5 foot) X Y Z ZO DELZ 6260920.9 1986743.1 467.8 462.8 .0 6260959.3 1986739.7 468.2 463.2 6260961.0 1986760.2 468.2 463.2 6261011.7 1986755.6 468.8 463.8 13 TYPE (A) Recreation wall (6 foot) X Y Z 6261011.7 1986755.6 469.8 6261029.2 1986752.0 470.0 6261042.1 1986746.4 470.2 6261052.3 1986739.3 470.5 14 TYPE (A) New Road edge X Y Z 6261402.8 1986311.4 457.3 6261373.2 1986402.6 459.7 6261339.0 1986502.5 461.7 ZO DELZ 463.8 .0 464.0 464.2 464.5 ZO DELZ 457.3 .0 459.7 461.7 P 3 P 3 P 0 P 0 P 0 P 0 P 0 WALL16.STA 05/05/99 5:59 PM 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 15 6261303. 6261266. 6261225. 6261180. 6261133. 6261083. 6261035. 9 4 1 8 3 8 0 1986594. 1986684. 1986774. 1986861. 1986949. 1987038. 1987125. 3 S 3 9 4 3 6 15 TYPE (A) New iTNr\Dr\TWMTlT?C X 6261035. 6260987. 6260938. 6260914. 6260816. 6260718. 0 5 6 5 9 3 *,\J\J1\LS -Lllrt. J. Y 1987125. 1987211. 1987297. 1987339. 1987515. 1987690. CJh 6 2 1 4 5 7 463 463 463 463 461 460 457 .0 .6 .7 .1 .9 .1 .7 Road edge Z 457 454 451 448 440 431 .7 .6 .0 .9 .3 .7 463. 463. 463. 463. 461. 460. 457. (cont. ) ZO 457. 454. 451. 448. 440. 431. 0 6 7 1 9 1 7 7 6 0 9 3 7 DELZ .0 First floor receivers Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b Iw 2w 3w 4w 5w 6w 7w 8w 9w lOw llw 12w 13w 14w 1 X 6261311.4 6261280.3 6261256.9 6261223.8 6261195.6 6261156.6 6261128.4 6260994.6 6260969.5 6260886.8 6260800.5 6260729.6 6260697.3 6261332.5 6261306.2 6261282.1 6261246.6 6261218.0 6261177.9 6261136.9 6260970.6 6260887.9 6260800.5 6260743.7 6260683.4 6261035.6 6260976.8 ALPHA FACTORS - RECEIVER 1 * .0 .0 .0 2 * .0 .0 .0 3 * .0 .0 .0 4 * .0 .0 .0 1 SHIELDING 1 * .0 .0 .0 2 * .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 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 Y Z 1986427.4 474.5 1986511.3 474.1 1986573.9 473.0 1986655.9 472.6 1986717.6 471.5 1986798.2 471.1 1986812.3 471.1 1986869.3 469.5 1986871.6 469.5 1986879.0 469.1 1986884.9 467.9 1986873.7 467.5 1986851.3 467.5 1986434.2 474.5 1986520.4 474.1 1986583.9 473.0 1986666.9 472.6 1986730.7 471.5 1986810.8 471.1 1986821.9 471.1 1986884.4 469.5 1986892.1 469.1 1986898.7 467.9 1986890.7 467.7 1986871.2 467.5 1986740.0 469.2 1986748.9 468.3 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 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 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 WALL16.STA 05/05/99 5:59 PM .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 .01 1 1 RECEIVER Ib ROADWAY ROADWAY 1 11 2 3 11 4 RECEIVER 2b ROADWAY ROADWAY 1 11 2 3 11 4 RECEIVER 3b ROADWAY ROADWAY 1 11 2 3 11 4 1 LEQ(H) 61.3 L10 64.4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 41.3 41. 44.4 42. 1 2 38.4 37. 1 2 12 13 43.5 41. 44.1 42. 1 2 37.9 36. LEQ(H) 62.0 4 4 0 8 0. 7 3 14 42.9 41.7 3 33.0 3 14 41.8 41.5 3 33.1 L10 65.1 43 39 37 43 39 38 4 . 4 4 . 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 39.5 39. 46.4 43. 1 2 39.4 38. 1 2 12 13 38.7 38. 46.2 43. 1 2 39.1 37. LEQ(H) 62.1 6 9 1 4 8 9 3 14 41.0 43.3 3 33.9 3 14 39.4 42.9 3 34.2 LlO 65.3 41 41 38 41 40 39 4 , 4 4 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 38.2 38. 47.7 45. 1 2 40.1 38. 1 2 12 13 37.3 36. 47.9 45. 1 2 39.9 38. 1 3 6 8 2 7 3 14 39.4 44.3 3 34.7 3 14 37.7 44.0 3 34.9 39 41 39 39 41 39 4 4 4 . CONTRIBUTIONS EXCEEDING 1.0 DBA 5 6 7 8 9 10 7 45.6 50.2 51.4 50.1 48.1 46.1 7 5 5 35.7 5 6 7 8 9 10 7 44.2 50.4 52.5 50.6 48.3 46.1 1 5 0 36.1 CONTRIBUTIONS EXCEEDING 1.0 DBA 5 6 7 8 9 10 5 43.4 48.0 51.1 52.2 51.0 48.6 0 5 5 36.6 5 6 7 8 9 10 2 41.6 47.3 51.4 53.7 51.6 48.6 3 5 0 37.0 CONTRIBUTIONS EXCEEDING 1.0 DBA 5 6 7 8 9 10 9 41.9 46.4 49.3 52.0 52.0 50.0 9 5 2 37.2 5 6 7 8 9 10 6 39.6 45.4 49.1 53.3 53.5 50.6 .2 4 5 .7 37.6 WALL16.STA 05/05/99 5:59 PM RECEIVER LEQ(H) L10 4b 62.9 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 36.9 37.1 38.4 39.0 40.5 44.9 47.2 50.2 53.0 50.6 47.5 46.2 43.4 2 12345 41.5 39.7 35.8 40.3 38.3 3 123456789 11 12 13 14 35.9 35.3 36.4 37.9 38.1 43.9 46.7 50.3 54.8 51.2 47.6 45.9 42.9 4 '12345 41.4 40.1 36.2 40.9 38.8 1 RECEIVER LEQ(H) L10 5b 62.9 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 36.0 36.0 37.2 37.7 39.2 43.1 45.6 48.4 51.3 51.9 49.0 47.4 44.1 2 12345 42.2 40.6 36.6 41.0 38.9 3 123456789 11 12 13 14 34.6 34.1 35.1 36.4 36.9 42.2 44.8 48.1 52.1 53.4 49.3 47.2 44.2 4 12345 42.5 41.0 37.0 41.6 39.4 1 RECEIVER LEQ(H) L10 6b 62.9 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 35.1 34.9 36.1 36.5 37.9 42.2 43.9 46.3 48.8 52.9 51.1 49.4 46.2 2 12345 44.0 42.3 38.3 42.4 40.2 3 123456789 11 12 13 14 33.3 32.8 33.7 35.2 35.5 40.7 43.0 46.0 49.0 55.3 52.5 50.2 46.8 4 12345 44.5 42.7 38.6 43.0 40.6 1 RECEIVER LEQ(H) L10 7b 62.1 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 10 52.7 10 54.6 1.0 DBA 10 53.0 10 55.4 1.0 DBA 10 51.4 10 52.7 1.0 DBA WALL16.STA 05/05/99 5:59 PM 1 11 2 3 11 4 1 RECEIVER 8b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 9b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER lot ROADWAY ROADWAY 1 11 1 2 12 13 33.9 34. 51.5 50. 1 2 44.4 42. 1 2 12 13 32.5 31. 53.2 52. 1 2 44.9 43. LEQ(H) 59.7 0 8 4 9 7 0 3 14 35.3 49.9 3 38.5 3 14 32.8 51.2 3 39.0 L10 62.3 35 46 42 34 47 43 4 4 4 . 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 31.2 30. 46.7 47. 1 2 45.4 43. 1 2 12 13 29.3 30. 47.4 49. 1 2 46.4 44. LEQ(H) 59.5 6 6 7 0 4 5 3 14 31.7 48.5 3 39.6 3 14 30.2 50.4 3 40.3 L10 62.1 32 46 43 30 48 44 4 . 4 4 . 4 SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 31.5 30. 46.9 47. 1 2 45.4 43. 1 2 12 13 28.3 28. 47.2 49. 1 2 46.5 44. LEQ(H) 58.2 3 5 8 7 1 6 3 14 31.2 48.2 3 39.6 3 14 30.4 49.8 3 40.5 L10 60.7 31 46 43 30 4 4 4 . 48. 4 44. SEGMENT SOUND LEVEL SEGMENT 1 2 12 13 28.9 30.0 3 14 30.1 4 6 7 2 3 3 5 6 7 8 9 10 37.1 41.0 43.1 45.3 47.7 49.9 5 40.4 5 6 7 8 9 10 34.1 39.6 41.8 44.9 47.5 50.7 5 40.8 CONTRIBUTIONS EXCEEDING 1 . 0 DBA 0 9 8 8 4 5 5 6 7 8 9 10 33.7 37.5 39.2 41.3 43.1 44.6 5 41.3 5 6 7 8 9 10 30.5 35.4 37.8 40.1 42.4 44.4 5 41.9 CONTRIBUTIONS EXCEEDING 1 . 0 DBA 6 8 9 3 3 7 5 6 7 8 9 10 33.0 37.0 38.7 40.8 42.6 43.9 5 41.5 5 6 7 8 9 10 30.0 35.0 37.2 39.5 41.8 43.6 5 42.1 CONTRIBUTIONS EXCEEDING 1.0 DBA 4 30.1 5 6 7 8 9 10 31.6 35.6 37.4 39.3 41.0 41.9 WALL16.STA 05/05/99 5:59 PM 44.6 44.8 46.7 46.0 2 12345 44.9 43.7 40.0 44.2 41.9 3 123456789 10 11 12 13 14 25.3 25.7 28.1 29.7 28.6 33.4 35.6 37.8 40.0 41.5 44.5 45.9 48.0 47.3 4 12345 46.2 44.8 40.8 45.1 42.6 RECEIVER LEQ(H) L10 lib 56.7 59.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 25.8 27.6 29.5 29.1 30.4 34.0 35.9 37.9 39.3 40.2 42.4 43.0 44.7 44.3 2 12345 43.7 42.8 39.3 43.7 41.6 3 123456789 10 11 12 13 14 23.2 23.3 25.5 28.8 27.3 32.1 33.9 36.2 38.2 39.6 42.2 43.6 45.7 45.5 4 12345 44.9 43.9 40.1 44.7 42.4 1 RECEIVER LEQ(H) LI0 12b 55.8 58.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.8 25.1 28.7 28.4 29.4 33.1 35.0 36.6 38.3 39.0 41.3 41.4 43.5 43.1 2 12345 42.8 42.1 38.8 43.4 41.5 3 123456789 10 11 12 13 14 21.4 21.9 23.5 27.2 26.9 31.2 32.9 35.1 37.1 38.4 40.8 41.9 44.4 44.2 4 12345 43.9 43.3 39.6 44.5 42.3 1 RECEIVER LEQ(H) L10 13b 55.2 57.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 22.8 24.0 27.6 28.4 29.1 33.0 34.6 36.3 37.8 38.6 41.3 40.7 42.7 42.4 2 12345 42.1 41.6 38.3 43.0 41.2 3 123456789 10 11 12 13 14 WALL16.STA 05/05/99 5:59 PM 20.8 21.0 22.8 26.0 27.0 30.9 32.5 34.6 36.6 38.0 41.0 41.1 43.5 43.4 12345 43.2 42.7 39.1 44.0 41.9 RECEIVER LEQ(H) L10 Iw 63.3 66.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 42.5 42.7 44.3 45.1 47.2 52.2 53.5 51.6 49.0 46.5 44.6 42.5 42.0 40.0 2 12345 38.5 37.4 33.6 38.2 35.7 3 123456789 10 11 12 13 14 42.5 42.4 43.7 45.8 46.7 53.6 56.2 53.0 49.4 46.8 44.7 42.4 41.8 39.6 4 12345 38.1 36.9 33.1 37.9 36.1 1 RECEIVER LEQ(H) L10 2w 64.6 67.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 41.1 41.3 42.7 43.4 45.4 50.3 53.6 55.0 52.7 49.5 46.9 44.5 43.6 41.4 2 12345 39.7 38.7 34.9 39.4 36.9 3 123456789 10 11 12 13 14 40.8 40.6 41.8 43.5 44.1 50.5 55.4 58.2 53.9 50.2 47.1 44.4 43.5 41.2 4 12345 39.6 38.1 34.1 39.1 37.0 1 RECEIVER LEQ(H) L10 3w 64.3 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 40.0 40.0 41.3 41.7 43.5 47.9 50.8 54.0 53.9 51.1 48.3 45.5 44.5 42.2 2 12345 40.6 39.3 35.6 40.0 37.7 3 123456789 10 11 12 13 14 39.0 39.0 40.1 41.9 42.2 48.0 51.6 56.9 56.8 52.2 48.7 45.8 44.7 42.2 4 12345 40.5 39.0 34.9 39.7 37.6 WALL16.STA 05/05/99 5:59 PM RECEIVER LEQ(H) L10 4w 65.1 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 38.9 38.7 39.9 40.2 41.7 45.9 48.5 51.9 55.1 51.7 48.3 46.7 44.0 2 12345 42.2 40.6 36.8 41.1 38.7 3 123456789 11 12 13 14 37.5 37.5 38.5 40.1 40.4 45.7 48.4 52.8 58.3 52.7 48.6 46.9 43.9 4 12345 42.0 40.3 36.3 41.0 38.8 1 RECEIVER LEQ(H) L10 5w 64.7 68.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 12.3456789 11 12 13 14 37.5 37.6 38.7 38.9 40.5 44.5 46.5 49.2 52.5 53.4 49.9 48.1 44.9 2 12345 42.9 41.3 37.3 41.6 39.1 3 123456789 11 12 13 14 36.0 36.0 36.9 38.7 38.5 44.0 46.5 49.7 54.0 55.8 50.7 48.4 45.1 4 12345 42.8 41.2 37.1 41.8 39.5 1 RECEIVER LEQ(H) L10 6w 64.4 67.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 123456789 11 12 13 14 36.5 36.6 37.5 37.8 39.3 42.8 44.6 46.8 49.4 54.5 52.4 50.2 46.6 2 12345 44.3 42.4 38.4 42.6 40.2 3 123456789 11 12 13 14 34.3 34.4 35.3 37.0 36.8 42.5 44.5 47.0 50.1 58.2 54.5 51.0 47.0 4 12345 44.7 42.8 38.7 43.1 40.7 1 RECEIVER LEQ(H) L10 7w 62.7 65.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 10 54.7 10 57.8 1.0 DBA 10 54.8 10 58.7 1.0 DBA 10 52.4 10 54.3 1.0 DBA WALL16.STA 05/05/99 5:59 PM ROADWAY SEGMENT 1 123456789 10 11 12 13 14 34.4 34.5 35.4 36.0 37.3 41.5 43.3 45.5 47.8 50.4 52.2 51.5 50.4 46.8 2 3 11 4 1 RECEIVER 8w ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 9w ROADWAY ROADWAY 1 11 2 3 11 4 1 1 2 44.4 42.5 1 2 12 13 32.9 32.1 54.1 53.8 1 2 44.9 43.0 LEQ(H) 59.6 3 38.4 3 14 33.1 51.6 3 38.9 L10 62.3 4 5 42.6 40.2 4 5 6 7 8 9 10 34.4 34.8 39.9 42.2 45.1 47.9 51.1 47.4 4 5 43.1 40.7 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 31.2 30.3 47.1 47.5 1 2 45.5 43.8 1 2 12 13 28.3 29.2 47.4 49.1 1 2 46.6 44.7 LEQ(H) 58.4 3 14 31.2 48.5 3 39.6 3 14 30.1 50.2 3 40.5 L10 60.9 4 5 6 7 8 9 10 31.7 33.1 37.0 38.8 40.8 42.5 44.0 47.2 4 5 43.9 41.4 4 5 6 7 8 9 10 30.3 30.0 35.0 37.2 39.5 41.7 43.6 48.6 4 5 44.6 42.0 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 29.3 29.8 44.7 45.2 1 2 45.1 43.9 1 2 12 13 25.4 25.9 44.7 46.2 1 2 46.4 45.0 RECEIVER LEQ(H) lOw 56.8 ROADWAY ROADWAY 1 11 3 14 30.1 47.0 3 40.1 3 14 28.4 48.3 3 40.9 L10 59.3 45 6 7 8 9 10 30.3 31.5 35.5 37.4 39.4 40.9 42.0 46.2 4 5 44.4 42.0 4 5 6 7 8 9 10 29.5 28.6 33.4 35.6 37.8 40.0 41.5 47.6 4 5 45.3 42.7 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 26.1 28.1 3 14 29.3 45 6 7 8 9 10 29.0 30.3 34.1 35.9 37.7 39.3 40.2 WALL16.STA 05/05/99 5:59 PM 42.3 43.3 44.8 44.4 2 12345 43.7 42.8 39.3 43.7 41.6 3 123456789 10 11 12 13 14 23.3 23.6 25.5 28.7 27.5 32.1 33.9 36.2 38.4 39.6 42.3 43.7 45.9 45.7 4 12345 45.0 44.0 40.2 44.8 42.3 RECEIVER LEQ(H) L10 llw 56.2 58.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 24.4 25.8 28.9 28.5 29.6 33.3 35.2 36.9 38.5 39.3 41.3 42.2 44.0 43.7 2 1234543.2 42.5 39.1 43.8 41.8 3 123456789 10 11 12 13 14 21.9 22.2 24.0 27.8 26.6 31.4 33.0 35.2 37.3 38.6 41.1 42.5 45.0 44.8 4 12345 44.5 43.7 40.0 44.8 42.5 1 RECEIVER LEQ(H) L10 12w 55.3 57.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 22.8 24.0 27.7 28.0 28.9 32.7 34.5 36.0 37.7 38.4 40.7 40.8 42.8 42.7 2 12345 42.3 41.7 38.4 43.1 41.2 3 123456789 10 11 12 13 14 20.7 21.0 22.7 25.8 26.8 30.7 32.3 34.6 36.3 37.8 40.2 41.2 43.6 43.7 4 12345 43.4 42.8 39.2 44.1 42.0 1 RECEIVER LEQ(H) LlO 13w 58.3 61.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.6 31.8 32.4 32.8 34.2 38.2 40.2 42.3 44.3 45.5 46.0 45.5 46.7 44.4 2 12345 42.8 41.4 37.7 42.1 39.6 3 123456789 10 WALL16.STA 05/05/99 5:59 PM 11 12 13 14 28.5 29.1 31.6 32.1 31.4 36.4 38.7 41.3 43.9 45.7 46.3 47.0 48.0 45.2 4 1234543.7 42.2 38.3 42.5 39.3 RECEIVER LEQ(H) HO 14w 57.9 60.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.4 31.4 31.3 31.6 33.0 36.8 38.9 40.8 42.6 43.7 44.1 46.8 47.1 45.0 2 12345 43.4 40.2 36.5 40.9 38.8 3 123456789 10 11 12 13 14 26.4 26.8 29.0 31.7 30.4 35.2 37.3 39.8 42.0 43.6 44.3 48.2 48.4 46.1 4 1234.5 42.7 41.1 37.1 41.6 39.3 WALL16.STA 05/05/99 5:59 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 Rancho Carrillo Village N - future - 6 foot walls - 2nd floor 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 Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261593 6261565 6261545 6261524 6261508 6261488 6261456 6261423 6261387 VEHICLES/HOUR 0. 0. 0. SPEED 1161. .7 .7 .2 .6 .4 .5 .3 .4 .6 iTirVRTTTMfi• l^-UUKU J.JNA. Y 1986009 1986096 1986160 1986225 1986276 1986338 1986438 1986533 1986627 43. 15. .3 .6 .7 .1 .6 .7 .0 .7 .8 Z 447 450 452 454 456 457 459 461 463 30. 30. 30. 49. 49. 49. .3 .0 .0 .0 .0 .3 .9 .7 .0 0 0 0 0 0 0 GRADE 1 1 1 1 1 1 1 1 1 WALL26.STA 05/05/99 5:59 PM 1011 12 13 14 15 OROADWAY 15 16 17 18 19 20 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 6261348.2 6261306.9 6261261.6 6261218.0 6261162.3 6261113.2 1986721.2 1986812.4 1986902.5 1986982.0 1987082.6 1987169.5 463.6 463.7 463.1 462.1 460.1 457.7 1 0 0 0 0 0 Melrose Drive - northbound (cont.) VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261113.2 6261065.7 6261017.8 6260993.1 6260894.8 6260796.9 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. Y 1987169.5 1987254.8 1987340.0 1987385.3 1987560.1 1987734.8 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 457.7 454.6 451.0 448.9 440.7 432.6 GRADE 0 0 0 0 0 0 Melrose Drive - Southbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261541.3 6261512.0 6261491.9 6261473.0 6261452.5 6261437.2 6261404.6 6261372.7 6261337.2 6261299.5 6261257.8 6261213.2 6261170.9 6261114.9 6261066.1 VEHICLES/HOUR 0. 0. 0. 1161. 43. 15. C1 PlfYR n T M fi 'PT? C Y 1985994.1 1986086.9 1986149.7 1986209.6 1986273.1 1986321.0 1986422.2 1986515.6 1986607.7 1986698.6 1986789.4 1986878.3 1986956.1 1987056.3 1987143.2 SPEED 30.0 30.0 30.0 49.0 49.0 49.0 Z 447.0 450.0 452.0 454.0 456.0 457.3 459.9 461.7 463.0 463.6 463.7 463.1 462.1 460.1 457.7 GRADE 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 OROADWAY Melrose Drive - southbound (cont.) 15 16 17 18 19 20 HICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6261066 6261018 6260970 6260946 6260848 6260750 .1 .5 .4 .0 .3 .3 VEHICLE, 1 -COORDINA1 Y 1987143 1987228 1987314 1987357 1987532 1987707 S/HOUR SPEED 0. 30.0 0. 30.0 0. 30.0 161. 49.0 43. 49.0 15. 49.0 .2 .8 .5 .7 .9 .7 Z 457 454 451 448 440 431 .7 .6 .0 .9 .4 .9 GRADE 1 1 1 1 1 1 BARRIER 1 TYPE(A) South Slope COORDINATES ZO DELZ WALL26.STA 05/05/99 5:59 PM 1 2 3 4 5 6 7 8 9 1 BARRIER 7 10 11 12 13 14 15 1 BARRIER 10(nps) 18(bot) 1 2 3 1 BARRIER 6 (sou) 1 0 ( nps ) 1 BARRIER 1 2 3 4 5 6 7 8 9 1 BARRIER 9 10 11 12 13 14 15 16 17 18 1 BARRIER 18 19 20 6260703.8 1986281.2 506.0 6260790.4 1986282.5 508.0 6260964.5 1986278.6 510.0 6261270.2 1986292.6 510.0 6261280.6 1986289.1 510.0 6261286.5 1986282.5 510.0 6261301.8 1986223.6 510.0 6261300.2 1986214.5 510.0 6261261.7 1986171.5 510.0 506.0 .0 508.0 510.0 510.0 510.0 510.0 510.0 510.0 510.0 0 2 TYPE (A) South Slope (cont.) Y V Z 6261301.8 1986223.6 510.0 6261310.2 1986221.1 508.0 6261318.9 1986218.7 504.0 6261324.3 1986216.3 502.0 6261347.6 1986120.6 502.0 6261364.6 1986080.8 500.0 6261370.4 1986039.1 498.0 ZO DELZ 510.0 .0 508.0 504.0 502.0 502.0 500.0 498.0 P 0 3 TYPE (A) Drainage culvert r* C\ f"VB I~l T Kl a TiTT C X Y Z 6261362.1 1986358.9 469.5 6261358.3 1986288.6 482.0 6261376.7 1986213.9 480.0 6261401.5 1986147.3 478.0 6261418.9 1986083.7 476.0 4 TYPE (A) Side Ridge X ' Y Z 6261286.5 1986282.5 510.0 6261362.1 1986358.9 469.5 5 TYPE (A) New Pad south X Y Z 6261006.0 1986367.7 468.2 6261096.2 1986367.4 468.6 6261202.6 1986367.1 468.6 6261208.5 1986373.3 468.6 6261271.6 1986374.9 469.5 6261293.5 1986372.6 469.5 6261321.8 1986363.2 469.5 6261337.1 1986361.9 469.5 6261351.7 1986360.3 469.5 6 TYPE (A) New Pad south fflOPnTKIZl TTC X Y 2 6261351.7 1986360.3 475.5 6261362.1 1986358.9 475.5 6261350.1 1986408.4 475.5 6261329.6 1986481.0 475.1 6261303.2 1986556.2 474.0 6261273.3 1986629.5 473.6 6261241.4 1986703.0 472.5 6261207.5 1986775.3 472.1 6261174.6 1986840.1 472.1 6261159.0 1986843.7 472.1 7 TYPE (A) New Pad south v V *7 6261159.0 1986843.7 472.1 6261105.3 1986817.9 472.1 6261095.5 1986811.1 472.1 ZO DELZ 469.5 .0 482.0 480.0 478.0 476.0 ZO DELZ 510.0 .0 469.5 (no wall) ZO DELZ 468.2 .0 468.6 468.6 468.6 469.5 469.5 469.5 469.5 469.5 (cont. - 6 foot wall) ZO DELZ 469.5 1.0 469.5 469.5 469.1 468.0 467.6 466.5 466.1 466.1 466.1 (cont. - 6 foot wall) • ZO DELZ 466.1 1.0 466.1 466.1 P 0 P 0 P 0 P 3 P 3 WALL26.STA 05/05/99 5:59 PM 21 6261086.4 1986798.7 472.1 466.1 BARRIER 8 TYPE(A)New Pad north (6 foot wall) 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 X 6260659 6260711 6260741 6260785 6260800 6260846 6260926 6260971 6260985 6260992 — v. .0 .7 .7 .6 .0 .2 .9 .2 .5 .0 ,UUI\U-Li>*tt. Y 1986871 1986893 1986900 1986908 1986909 1986906 1986898 1986894 1986896 1986898 J-XiC .6 .1 .6 .8 .1 .2 .3 .8 .4 .7 9 TYPE (A) New /•"/^/^DT^TVITV (TITPC X 6260992 6260995 6261000 6261001 .0 .9 .5 .5 *\J\Jl\L/±l\t\ Y 1986898 1986899 1986896 1986893 LCiC .7 .0 .4 .5 Z 468 468 468 468 468 469 470 470 470 470 .5 .5 .5 .9 .9 .5 .1 .5 .5 .5 Pad north Z 470 470 470 470 .5 .5 .5 .5 ZO 462 462 462 462 462 463 464 464 464 464 ( cont . ZO 464 464 464 464 .5 .5 .5 .9 .9 .5 .1 .5 .5 .5 - 6 .5 .5 .5 .5 DELZ 1.0 foot wall) DELZ 1.0 6260999.2 1986857.3 470.5 464.5 BARRIER 10 TYPE(A)New Pad north (cont. - no wall) 14 15 16 17 18 19 20 21 22 23 1 BARRIER 23 24 1 BARRIER 1 2 3 4 1 BARRIER 4 5 6 7 1 BARRIER 1 2 3 X Y Z 6260999.2 1986857.3 464.5 6261005.4 1986891.2 462.5 6261004.7 1986897.4 462.5 6260999.5 1986903.2 462.5 6260994.3 1986905.2 462.0 6261017.1 1986924.7 462.0 6261056.5 1986951.7 462.0 6261071.4 1986960.8 461.5 6261081.9 1986971.3 461.0 6261092.0 1986990.8 460.8 ZO DELZ 464.5 .0 462.5 462.5 462.5 462.0 462.0 462.0 461.5 461.0 460.8 P 0 11 TYPE (A) New Pad north (cont. - no wall) X Y Z 6261092.0 1986990.8 460.8 6261093.9 1987020.4 460.5 12 TYPE (A) Recreation wall ("*n OT? FIT KI 1 T^TT C X V 7 6260920.9 1986743.1 467.8 6260959.3 1986739.7 468.2 6260961.0 1986760.2 468.2 6261011.7 1986755.6 468.8 13 TYPE (A) Recreation wall f flf"YR 1~1 T KI & TT? C Y V 7 6261011.7 1986755.6 469.8 6261029.2 1986752.0 470.0 6261042.1 1986746.4 470.2 6261052.3 1986739.3 470.5 14 TYPE (A) New Road edge (TifYR HTKIH ""PI? C X Y Z 6261402.8 1986311.4 457.3 6261373.2 1986402.6 459.7 6261339.0 1986502.5 461.7 ZO DELZ 460.8 .0 460.5 (5 foot) ZO DELZ 462.8 .0 463.2 463.2 463.8 (6 foot) ZO DELZ 463.8 .0 464.0 464.2 464.5 ZO DELZ 457.3 .0 459.7 461.7 P 0 P 0 P 0 P 0 WALL26.STA 05/05/99 5:59 PM 6261303.9 1986594.3 5 6 7 8 9 10 BARRIER 10 11 12 13 14 15 Second floor receivers 463.0 463.0 6261266. 6261225. 6261180. 6261133. 6261083. 6261035. 4 1 8 3 8 0 1986684 1986774 1986861 1986949 1987038 1987125 .5 .3 .9 .4 .3 .6 15 TYPE (A) New j^rtrvT3rtTMRnrc»e X 6261035. 6260987. 6260938. 6260914. 6260816. 0 5 6 5 9 - \J \J1\LSM Vtn Y 1987125 1987211 1987297 1987339 1987515 ifih .6 .2 .1 .4 .5 463 463 463 461 460 457 .6 .7 .1 .9 .1 .7 Road edge Z 457 454 451 448 440 .7 .6 .0 .9 .3 463. 463. 463. 461. 460. 457. ( cont . ) ZO 457. 454. 451. 448. 440. 6 7 1 9 1 7 7 6 0 9 3 DELZ .0 431.7 431.7 Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b 1 X Y Z 6261311.4 1986427.4 484.5 6261280.3 1986511.3 484.1 6261256.9 1986573.9 483.0 6261223.8 1986655.9 482.6 6261195.6 1986717.6 481.5 6261156.6 1986798.2 481.1 6261128.4 1986812.3 481.1 6260994.6 1986869.3 479.5 6260969.5 1986871.6 479.5 6260886.8 1986879.0 479.1 6260800.5 1986884.9 477.9 6260729.6 1986873.7 477.5 6260697.3 1986851.3 477.5 ALPHA FACTORS - RECEIVER 1 * 2 * 3 * 4 * 1 .0 . .0 . .0 . .0 . .0 . .0 . .0 . .0 . SHIELDING 1 * 2 * 3 * 4 * 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 FACTORS - 0 0 0 0 0 0 0 0 RECEIVER Ib .0 .0 .0 .0 .0 .0 .0 .0 LEQ(H) 67.4 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, ROADWAY .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 L10 70.7 .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 DOWN .0 .0 .0 .0 .ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 1 11 2 3 1 12 45.0 47.6 1 39.4 1 2 13 45.6 45.1 2 38.1 2 3456789 10 14 47.9 49.5 52.1 58.5 59.6 57.7 53.9 50.8 43.3 40.8 345 34.4 39.2 37.5 3456789 10 WALL26.STA 05/05/99 5:59 PM 11 12 13 14 46.4 45.6 46.1 48.5 49.6 57.1 59.5 55.9 51.7 48.4 45.7 43.2 42.6 40.3 4 12345 39.2 38.1 34.6 39.6 38.0 RECEIVER 2b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 3b ROADWAY ROADWAY 1 11 2 3 11 4 1 RECEIVER 4b ROADWAY ROADWAY 1 11 2 3 11 4 LEQ(H) 67.4 L10 70.7 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 42.6 42.8 51.2 47.1 1 2 40.5 39.2 1 2 12 13 42.4 42.2 48.6 45.3 1 2 40.5 39.3 LEQ(H) 67.5 3 14 44.3 46.0 3 35.4 3 14 43.3 44.2 3 35.7 L10 70.8 4 5 6 7 8 9 10 45.2 47.6 53.4 58.5 59.4 57.4 54.5 42.7 4 5 40.1 38.5 4 5 6 7 8 9 10 45.2 45.8 52.3 57.4 59.4 55.9 51.9 41.7 4 5 40.6 38.9 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 41.5 41.4 53.3 49.5 1 2 41.4 40.0 1 2 12 13 40.7 40.3 51.0 47.2 1 2 41.4 40.2 LEQ(H) 68.2 3 14 42.7 47.2 3 36.2 3 14 41.3 45.5 3 36.5 L10 71.4 4 5 6 7 8 9 10 43.1 45.3 51.1 55.4 59.2 59.1 56.5 44.0 4 5 40.8 39.1 4 5 6 7 8 9 10 43.3 43.4 49.5 54.1 59.0 58.9 54.7 42.8 4 5 41.3 39.5 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 40.0 40.0 56.3 53.1 1 2 43.5 41.3 1 2 12 13 38.8 38.3 55.2 50.4 1 2 3 14 41.2 50.8 3 37.5 3 14 39.5 47.8 3 4 5 6 7 8 9 10 41.4 43.1 48.4 52.4 56.8 59.4 59.0 46.4 4 5 42.0 40.1 4 5 6 7 8 9 10 41.0 41.2 47.1 50.2 55.0 60.5 60.0 44.6 4 5 WALL26.STA 05/05/99 5:59 PM 43.0 41.7 37.8 42.6 40.5 1 RECEIVER LEQ(H) L10 5b 68.1 71.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 38.9 38.9 39.9 40.2 41.7 45.7 49.7 53.9 57.8 59.6 58.3 55.1 52.6 47.5 2 12345 44.7 43.1 39.1 43.6 41.5 3 123456789 10 11 12 13 14 37.2 36.8 37.8 39.2 39.7 45.1 47.9 51.8 56.8 61.0 58.4 53.1 49.8 46.5 4 12345 44.8 43.5 39.5 43.9 41.5 1 RECEIVER LEQ(H) L10 6b 68.6 71.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.8 37.5 38.6 38.8 40.1 44.2 46.8 50.9 55.0 57.9 59.6 57.8 55.9 52.4 2 3 11 4 1 RECEIVER 7b 1 2 50.1 48.3 1 2 12 13 35.5 35.1 61.0 57.8 1 2 50.1 47.3 LEQ(H) 67.4 345 44.3 48.2 44.2 34567 89 10 14 36.1 37.6 37.9 43.1 45.4 48.3 52.7 57.6 57.0 53.0 345 42.4 46.5 43.0 L10 70.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY 1 11 2 3 11 4 1 RECEIVER 8b SEGMENT 1 2 12 13 36.3 36.5 56.6 57.2 1 2 50.5 48.5 1 2 12 13 34.4 33.8 57.9 59.3 1 2 50.2 47.3 LEQ(H) 64.7 3456789 10 14 37.7 37.8. 39.5 43.1 45.0 48.0 51.2 54.7 56.2 52.8 345 44.7 48.0 44.0 3456789 10 14 34.8 36.2 36.3 41.8 44.1 47.2 50.4 54.6 57.7 53.5 345 42.7 46.6 43.5 L10 67.5 WALL26.STA 05/05/99 5:59 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 1 1 11 2 3 11 4 RECEIVER 9b ROADWAY ROADWAY 1 11 2 3 11 4 RECEIVER lOb ROADWAY ROADWAY 1 11 2 3 11 4 1 2 12 13 32.8 32.2 53.1 54.1 1 2 51.3 48.7 1 2 12 13 30.5 31.2 52.0 55.3 1 2 50.7 48.4 LEQ(H) 63.9 3 14 33.4 55.0 3 44.0 3 14 31.6 56.0 3 43.9 L10 66.8 4 5 6 7 8 9 10 33.7 35.5 39.3 41.1 43.0 44.9 46.7 53.1 4 5 47.4 44.5 4 5 6 7 8 9 10 32.0 31.8 36.7 39.2 41.5 44.0 46.2 53.2 4 5 47.9 45.2 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 33.0 31.8 52.4 53.3 1 2 51.4 48.7 1 2 12 13 29.4 30.0 50.7 53.7 1 2 50.6 48.4 LEQ(H) 61.7 3 14 32.8 54.1 3 43.7 3 14 31.6 54.5 3 44.1 L10 64.7 4 5 6 7 8 9 10 33.3 34.7 38.7 40.5 42.5 44.4 45.9 52.8 4 5 47.6 44.7 4 5 6 7 8 9 10 31.4 31.1 36.2 38.6 40.9 43.2 45.2 52.8 4 5 47.9 45.3 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 12 13 30.3 31.3 47.7 48.8 1 2 49.4 47.8 1 2 12 13 26.1 26.6 47.0 49.0 1 2 49.8 48.2 RECEIVER LEQ(H) lib 59.9 ROADWAY ROADWAY 1 3 14 31.4 51.5 3 43.5 3 14 29.1 51.7 3 44.1 L10 63.0 4 5 6 7 8 9 10 31.5 33.0 37.0 38.9 40.9 42.4 43.5 50.7 4 5 47.4 44.9 4 5 6 7 8 9 10 30.8 29.6 34.4 36.6 38.9 41.1 42.7 51.0 4 5 48.2 45.5 SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA SEGMENT 1 2 3 4 5 6 7 8 9 10 WALL26.STA 05/05/99 5:59 PM 11 12 13 14 26.8 28.6 30.6 30.2 31.5 35.2 37.1 39.1 40.5 41.5 43.9 46.3 48.7 48.4 2 12345 47.7 46.6 42.8 47.0 44.9 3 123456789 10 11 12 13 14 23.7 24.0 26.2 29.8 28.1 32.9 34.8 37.1 39.1 40.5 43.6 46.1 49.3 49.1 4 12345 48.6 47.5 43.6 48.1 45.6 RECEIVER LEQ(H) LlO 12b 58.5 61.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 24.5 26.0 29.7 29.4 30.4 34.1 36.1 37.7 39.4 40.2 42.5 43.5 46.7 46.5 2 12345 46.1 45.3 41.9 46.4 44.6 3 123456789 10 11 12 13 14 21.8 22.3 24.1 28.1 27.6 31.9 33.7 35.8 37.9 39.2 42.0 43.6 47.1 47.5 4 12345 47.2 46.5 42.8 47.7 45.5 1 RECEIVER LEQ(H) LlO 13b 57.6 60.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.4 24.7 28.9 29.3 30.0 34.0 35.7 37.3 38.8 39.6 42.2 42.0 45.0 45.4 2 12345 45.2 44.5 41.2 45.8 44.2 3 123456789 10 11 12 13 14 21.1 21.5 23.3 26.7 27.5 31.5 33.2 35.3 37.3 38.7 41.7 42.6 45.4 46.1 4 12345 46.2 45.7 42.2 47.1 45.2 WALL26.STA 05/05/99 5:59 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 Rancho Carrillo Village N - future - six foot walls - 1st floor EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES BARRIER SECTION EFFECTIVENESS/COST NO IDENT HEIGHT INDEX 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 2 3 4 5 6 7 8 7 10 11 12 13 14 10(nps) 18 (hot) 1 2 6 (sou)•i 2 3 4 5 6 7 o 9 10 11 12 13 14 15 16 17 18 19 201 2 3 45 67 8 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 30. 33. 44. 46. 45. 46. 46. 46. 43. 43. 19. 0. 32. 31. 37. 29. 39. 39. 36. 43. 39. 10 39. RATIO 3 31. 33. 42. 44. 44. 45. 44. 44. 41. 40. 20. 0. 28. 27. 33. 25. 35. 36. 32. 39. 34. 35. 4 30. 33. 42. 42. 42. 42. 42. 43. 41. 39. 20. 0. 27. 28. 31. 26. 33. 33. 31. 38. 35. 36. 5 28. 31. 41. 42. 42. 42. 42. 43. 41. 39. 19. 0. 28. 30. 32. 27. 35. 34. 32. 39. 36. 37. 6 28. 31. 39. 41. 41. 41. 41. 42. 41. 39. 18. '0. 28. 30. 33. 28. 35. 34. 32. 39. 36. 37. 7 27. 29. 37. 39. 39. 40. 40. 40. 40. 37. 18. 0. 27. 29. 32. 28. 34. 33. 31. 38. 35. 36. 8 26. 29. 36. 38. 38. 39. 39. 39. 39. 36. 17. 0. 27. 29. 31. 27. 33. 32. 30. 37. 35. 36. 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. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 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. HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. S. 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 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. WALL16.OPT 05/05/99 6:00 PM 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 41. 36. 37. 40. 36. 36. 44. 42. 39. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 38. 38. 37. 37. 0. 38. 38. 37. 37. 0. 39. 39. 37. 36. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7. 3. 4. 5. 6. 7. 3. 4. 5. 6. 7. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 5. 5. 6. 6. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8. 9 8. 9 8. 9 HEIGHT INDEX 12 3 4 5 6 7 812345678 Rancho Carrillo Village N - future - six foot walls - 1st floor walls BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1111111111111111111111111 1166666666666633334566666 6611111111112222221111111 1111111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 4. 4. 4. 4. 5. 6. 7, 7. 7. 7. 7. 7. 7. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 5. 5. 6. 6. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RESULTS REC 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 REC ID Ib 2b 3b 4b 5b 6b 7b 8b 9b lOb lib 12b 13b Iw 2w 3w 4w 5w 6w 7w 8w 9w lOw llw 12w 13w LEQ 60.3 61.0 61.1 62.0 61.8 61.8 61.0 58.0 58.5 58.0 57.1 56.3 55.6 61.6 62.8 62.5 63.5 63.0 62.7 61.4 58.3 58.2 57.5 56.9 55.8 57.9 LEQ(Z(OM 66.2 66.7 66.8 68.1 67.8 68.0 67.3 65.7 65.1 63.2 61.6 60.1 58.2 70.8 71.3 71.3 71.3 71.3 71.3 68.3 65.4 63.7 62.4 61.2 59.9 63.5 IL 6.0 5.7 5.7 6.1 5.9 6.2 6.3 7.7 6.6 5.3 4.5 3.8 2.5 9.2 8.4 8.8 7.8 8.3 8.6 6.9 7.1 5.4 4.9 4.4 4.1 5.5 WALL16.OPT 05/05/99 6:00 PM 27 14w 57.6 62.3 4.8 BARRIER TYPE COST AREA (SQ. FT.) FH-BERM 0. 0. FH-MASON 36600. 7341. FH-WOOD 0. 0. FH-CONC 0. 0. FH-STEEL 0. 0. TOTALS: $ 36600. 7341. END OF ALL CASES WALL16.OPT 05/05/99 6:00 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 Rancho Carrillo Village N - future - 6 foot walls - 2nd floor EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES BARRIER SECTION EFFECTIVENESS/COST NO IDENT HEIGHT INDEX 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1 2 3 4 5 D 7 8 7 10 11 12 13 14 lO(nps) 18 (hot) 1 2 6 (sou) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 36. 35. 39. 39. 38. 36. 36. 38. 39. 30. 0. 0. 0. 0. 0. 0. 0. 24. 23. 0. 0. 10 13. RATIO 3 35. 36. 42. 43. 43. 40. 40. 41. 41. 31. 0. 0. 0. 0. 0. 0. 0. 25. 23. 0. 0. 17. 4 32. 36. 39. 41. 42. 42. 42. 43. 42. 31. 0. 0. 0. 0. 0. 0. 0. 24. 20. 0. 0. 14. 5 29. 35. 36. 38. 39. 41. 41. 42. 41. 29. 0. 0. 0. 0. 0. 0. 0. 22. 18. 0. 0. 12. 6 28. 33. 34. 36. 36. 37. 38. 39. 37. 27. 0. 0. 0. 0. 0. 0. 0. 19. 16. 0. 0. 10. 7 28. 31. 34. 35. 35. 34. 35. 36. 35. 24. 0. 0. 0. 0. 0. 0. 0. 17. 14. 0. 0. 7. 8 28. 31. 35. 35. 35. 34. 34. 36. 34. 23. 0. 0. 0. 0. 0. 0. 0. 15. 13. 0. 0. 6. 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. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 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. 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 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 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. WALL26.OPT 05/05/99 6:00 PM 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28. 31. 32. 33. 31. 33. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 29. 27. 25. 23. 21. 0. 31. 29. 28. 26. 25. 0. 31. 29. 28. 26. 25. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7. 8. 9 3. 4. 5. 6. 7. 8. 9 3. 4. 5. 6. 7. 8. 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 5. 5. 6. 6. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. HEIGHT INDEX 12 3 4 5 6 7 81234567 Rancho Carrillo Village N - future - 6 foot walls - 2nd floor walls 1111111111 BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111111111 1166666666666633334566666 6611111111112222221111111 1111111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 4. 4. 7. 7. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 5. 5. 6. 0. 0. 0. 0. 0. 0. 0. RESULTS 0. 0. 0. 0.0. 0. 0. 0. 4. 5. 6. 0. 6. 7. 7. 7. 7. 7. 0. 0. 0. 0. 0. 0. REC REC ID 1 Ib 2 2b 3 3b 4 4b 5 5b 6 6b 7 7b 8 8b 9 9b 10 lOb 11 lib 12 12b 13 13b BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL LEQ 66.8 66.8 66.9 67.3 67.3 68.0 66.9 64.5 63.7 61.3 59.5 58.4 57.6 COST 0. 36600. 0. 0. 0. LEQ(Z(0) ) 69.8 69.8 69.8 69.9 69.9 69.9 69.0 64.9 64.1 62.2 60.5 59.3 58.8 IL 3.0 2.9 2.9 2.7 2.6 1.9 2.1 .4 .4 .9 1.0 .9 1.2 AREA (SQ. FT.) 0. 7341. 0. 0. 0. TOTALS: $ END OF ALL CASES 36600.7341. WALL26.OPT 05/05/99 6:00 PM