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CT 01-04; Calavera Hills Village U; Tentative Map (CT) (2)
NOISE TECHNICAL REPORT FOR CALAVERA HILLS MASTER PLAN PHASE II VILLAGE U CITY OF CARLSBAD, CALIFORNIA Prepared for PLANNING SYSTEMS 1530 FARADAY AVENUE, SUTTE 100 CARLSBAD, CA 92008 ared by uckm CHERYL K. JOHNSON ACOUSTICAL ANALYST RECON NUMBER 3225N OCTOBER 12, 2001 1927 Fifth Avenue, Suite 200 San Dlego, CA 92101-2358 619/ 308-9333 tax 308-9334 ^1 This document printed on recycled paper TABLE OF CONTENTS Summary of Findmgs 1 Introduction 1 Analysis Methodology 1 A. Applilcable Standards and Definition of Terms 5 B. Traffic Noise Analysis 6 Existing Conditions 7 Future Acoustical Environment and Impacts 7 Mitigation 11 References Cited 12 FIGURES Regional Location 2 Aerial Photograph of the Project Site and Surrounding Vicinity 3 Proposed Project Tentative Map 4 Future Projected Noise Contours without Mitigation 8 Proposed Noise Barrier and Modeled Receiver Locations 9 TABLES 1: Traffic Parameters 6 2: Future Noise Levels Due to Traffic on College Boulevard and Carlsbad Village Drive 10 ATTACHMENTS 1: STAMINA output - future conditions, contour receivers 2: STAMINA/OPTIMA output - future conditions, backyard/patio receivers Summary of Findings As part of the previous environmental review of the Calavera Hills Phase II Master Plan, an acoustical technical study was completed that assessed the entire Phase n Master Plan area (RECON 2000). That study indicated that there was the potential for an adverse noise impact as a result of development of College Boulevard, Cannon Road, and conmiunities in the area. The current study evaluates design specifics associated with the development of Village U of the community of Calavera Hills in the city of Carlsbad. The proposed pro- ject, located adjacent to College Boulevard, would constmct 26 multi-family buildings. Constmction of noise barriers varying from three to six feet in height in the northwest portion of the site and varying from three to eleven feet in height in the southem portion of the site will result in noise levels for ground-floor exterior usable areas at or below the 60 community noise equivalent level (CNEL). Even with the construction of the proposed barriers, second-floor exterior noise levels could exceed 60 CNEL for the units adjacent to the roadways. At the time that building plans are available for these units, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that interior noise levels due to exterior sources will be below the 45 CNEL standard. The analysis shall consider the units on Pads 11 through 15 and 24 through 26. Introduction The proposed Calavera Hills Village U project is located along College Boulevard between Cannon Road and Carlsbad Village Drive in the city of Carlsbad. Figure 1 shows the regional location of the project. Figure 2 shows an aerial photograph of the project site. Figure 3 shows the proposed tentative map for the project. Calavera Hills Village U will constmct 26 multi-family buildings as well as an open space recreation area. This report analyzes impacts to the proposed residential uses from future traffic noise generated on College Boulevard and Carlsbad Village 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 provided by the project traffic engineer for the year 2020. Buena Vista ^. Lagoon Solana Beaieh\ Del Mar 1 t 0 Miles 4 FIGURE 1 Regional Location of Project M:\jobs\3225n\gis\gis_vill\vil_u.apr\figl (regi)-final 08/10/01 FIGURE 2 Image Source: AirPhotoUSA, LLC, flown January 2001 Village U t ^_-^^^ Aerial Photograph of the 0 Feet 2000 Project Site and Surrounding Vicinity M;\jobs\3325n\gis\gis_^vimvil_u.apr\2 (aerial) - final 08/10/01 The Cape Village W I I Village boundaries t 0 Feet 150 HGURE 3 Village U Proposed Tentative Map M:\icibsM2:.'in\iiis_vill\vi:_u.;iprMig1 Ivlml - liml 1(1/02/111 Analysis Methodology A. Applicable Standards and Definitions of Terms The CNEL is a 24-hour A-weighted average sound level [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. The 5 dB and 10 dB penalties added to the evening and nighttime hours account for the added sensitivity of humans to noise during these time periods. City of Carlsbad.. Traffic noise impacts to sensitive residential receivers were evaluated in relation to the noise level standards promulgated in the City of Carlsbad's adopted General Plan Noise Element and Noise Guidehnes Manual. 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 pemiitted. Additional disclosure actions (easements, deed restrictions, recorded notice, etc.) may be required of developer/sellers of noise impacted residential units. Interior noise levels should be mitigated to 45 dBA CNEL when openings to the exterior of the residence are open or closed. If openings are required to be closed to meet the interior noise standard, then mechanical ventilation shall be provided. 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. State Building Code. Titie 24 of the State Building Code requires that: Residential structures to be located within an annual CNEL contoxir of 60 require an acoustical analysis showing that the structure has been designed to limit intruding noise to the prescribed allowable levels. and that: Interior community noise equivalent levels (CNEL) with the windows closed, attributable to exterior sources shall not exceed an annual CNEL of 45 dB in any habitable room. B. Traffic Noise Analysis The acoustical analysis conducted for this portion of Calavera Hills was completed using the Federal Highways Noise Prediction Model as implemented with the STAMINA and OPTIMA computer programs. 1. Traffic Parameters Table 1 presents the traffic parameters used in this analysis. Future traffic volumes for the roadways in the vicinity of the project were obtained from the project traffic report (Urban Systems Associates 2000). College Boulevard is designated as a four-lane major arterial roadway. The average traffic speed assumed for College Boulevard between Cannon Road and Carlsbad Village Drive was 50 miles per hour (mph). The average traffic speed assumed for Carlsbad Village Drive was 45 mph. The traffic mix used for College Boulevard was based on the mix for designated tmck routes in the city of Carlsbad. The traffic mix used for Carlsbad Village Drive was based on the mix for non-truck routes used in the city of Carlsbad. These mixes were developed through field surveys of routes in Carlsbad (City of Carlsbad 1995). TABLE 1 TRAFFIC PARAMETERS Roadway ADT Percent Autos Percent Medium Trucks Percent Heavy Trucks Speed (mph) College Boulevard Between Cannon Rd. & Carlsbad Village Drive 24,000 95.24 3.52 1.24 50 Carlsbad Village Drive Between Tamarack Ave. and College Boulevard 17,000 97.89 1.83 0.28 45 The day, evening, and nighttime traffic distribution was assumed to be 77 percent, 10 percent, and 13 percent, respectively. With these assumptions, the CNEL is approxi- mately two decibels above the average daytime hourly equivalent noise level (Leq). 2. Analysis of Traffic Noise Noise generated by future traffic was projected using the STAMINA 2.0 and OPTIMA computer models from Vanderbilt University (1991). These models are computerized versions of the Federal Highway Administration Noise Prediction Model (1979), which use Califomia vehicle noise emission levels (Califomia Department of Transportation 1983). Exterior traffic noise levels to first- and second-floor receivers were calculated. First- floor receivers were placed at 5 feet above ground level; second-floor receivers were placed at 15 feet above ground level. Calculations were completed for a daytime hour, and the resulting hourly LeqS were weighted and combined into CNEL values. Projected CNEL values based on the traffic distributions used here are approximately two decibels higher than the daytime hourly Leq 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, distri- bution, and speed; roadway lengths and gradients; distances between sources, barriers, and receivers; and shielding provided by intervening terrain, barriers, and structures. Receivers, roadways, and barriers are input into the STAMINA model using three- dimensional coordinates Grading for the villages and roadways were obtained in the form of computer-aided design (CAD) drawings from the project engineers (Bums, pers. comm., 2001). The Y- axis pointed north and the X-axis pointed east. Existing Conditions The majority of the existing Master Plan area has either been built or graded (see Figure 2). Agricultural operations currently exist south and southeast of the Master Plan area encompassing much of the proposed extensions of College Boulevard and Cannon Road. College Boulevard exists north of Carlsbad Village Drive, but not south of Carlsbad Village Drive. Existing noise levels determined from measurements taken adjacent to Village U ranged from 46 to 58 dB(A) Leq (RECON 2001.) Future Acoustical Environment and Impacts Noise levels were modeled for a series of receivers located throughout the project area to determine the future noise contours over the project site. STAMINA input and output data for modeling the future noise contours are provided in Attachment 1. The resulting noise contours at five feet above the ground are shown in Figure 4. These noise contours include the effects of grading on the property. They do not take into account any shielding provided by the proposed buildings. As seen from Figure 4, future traffic noise levels are projected to exceed 60 CNEL on the pads adjacent to future College Boulevard Noise levels at the remaining units, and the open space recreation area, are projected to remain below the 60 CNEL standard. For multi-family residential units, the usable exterior areas are assumed to be the building patios. Shielding provided from buildings was taken into account. Noise levels were also modeled at 27 locations; 21 in the backyards (on patios or 10 feet back from the pad edge) of the units at the perimeter of the project, 4 on open space areas, and 2 on the pad's perimeter units that did not have usable exterior areas facing the roadway (receivers were modeled on them to predict the interior noise levels). STAMINA input and output are provided in Attachment 2. Figure 5 shows the locations of these modeled receivers. Table 2 provides the future projected noise levels at these receiver locations. As shown from this table, future noise levels in the backyards of the lots adjacent to College Boulevard are projected to exceed 60 CNEL without mitigation (Lots 11 through 14, and 24 through 26). Mitigation Noise impacts can be mitigated through the constmction of noise barriers. Table 2 shows the resulting noise levels at the modeled receivers after construction of noise barriers. Construction of noise barriers varying from three to six feet in height in the northwest portion of the site and varying from three to eleven feet in height, as shown in Figure 5, will result in noise levels for ground-floor exterior usable areas at or below 60 CNEL. Village W t I I Village boundaries Future Projected Noise Contours 60 CNEL — 65 CNEL 70 CNEL 0 Feet 150 HGURE 4 Future Projected Noise Contours Without Mitigation M:\|ohs\t:2SnVis M11\MLU .i|ii\n)!4 (ciiflI Inial 1(1/(12/(11 TABLE 2 FUTURE NOISE LEVELS DUE TO TRAFFIC ON COLLEGE BOULEVARD AND CARLSBAD VILLAGE DRIVE Projected Noise Level Projected Noise Level without Noise Barriers with Noise Barriers (CNEL) (CNEL) Receiver Number 1st Floor 2nd Floor 1st Hoor 2nd Floor 1 63 67 60 67 2 63 67 60 66 3 62 66 60 65 4 61 65 58 63 5 61 66 59 63 6 62 66 59 63 7 63 68 58 64 8 57 59 56 58 9 57 59 57 58 10 58 60 57 59 11 59 60 58 60 12 60 64 58 62 13 60 65 59 63 14 61 68 60 65 15 63 68 59 65 16 65 71 60 66 17 67 71 60 69 18 69 72 60 69 19 71 72 60 72 20 54 56 51 55 21 64 66 60 66 22 58 60 59 60 23 56 58 57 58 24 56 58 55 58 25 58 60 58 59 26 58 61 57 60 27 60 62 59 60 ] Village Boundaries t Proposed Noise Barriers .^-foot-high wall 4-foot-high wall 5-foot-high wall 6-foot-high wall • Modeled Receiver Locations 7- foot-high wall 8- foot-high wall 9- foot-high wall 11-foot-high wall 0 Feet 150 FIGURE 5 Proposed Noise Barrier and Modeled Receiver Locations M:\nihs\1225n\p(s_VTll\viLii,:iprtnf:'> lw:ilM - linal 1(1/(12/(11 With constmction of the proposed barriers, ground floor noise levels throughout the project site will be at or below 60 CNEL. The STAMINA and OPTIMA input and output for modeling the noise barriers are contained in Attachment 2. The barrier heights specified, except for lot 11, are relative to the top of slope adjacent to the roadway. For pad 11, the specified heights are relative to the pad edge. Required barrier heights may be achieved through the constraction of walls, berms, or wall^erm combinations. The effectiveness of a barrier is dependent upon the quality of constraction 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-thich plate glass. If transparent barrier materials are used, no gaps should occur between the panels. Ultimate barrier heights may be achieved through a combination of berms and walls. As seen in Table 2, even with the constraction of the proposed barriers, second floor exterior noise levels could exceed 60 CNEL for some of the buildings adjacent to College Boulevard (Pads 11-15 and 24-26). For residential units in these buildings, the state building code requires that a detailed analysis be performed that demonstrates that interior noise levels do not exceed applicable standards. At the time that building plans are available for these buildings, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that interior noise levels due to exterior sources will be below the 45 CNEL standard. The analysis shall consider Buildings on pads 11-15 and 24-26. For those areas where exterior noise levels are projected to exceed 60 CNEL, it will be necessary for the windows to be closed to ensure that interior noise levels meet the City's interior standard of 45 CNEL and forced-air circulation or air conditioning is required. It is a policy of fhe City of Carlsbad to discourage the use of noise walls in excess of six feet in height adjacent to circulation element roadways. An exterior noise level of 65 CNEL throughout the site could be achieved throughout the site by constmcting a six- foot-high noise barrier along a limited portion of College Boulevard. As discussed above, barrier heights from 3 to 11 feet are required to reduce exterior noise levels to the City's 60 CNEL exterior residential noise standard. 12 References Cited Bums, Troy 2001 Personal Communications and CAD files delivered to David Gottfredson, RECON, July 23. Hunsaker & Associates, Inc. Califomia Department of Transportation 1983 Califomia Vehicle Noise Emission Levels. Report No. FHWA/CA/Tl-84/13. August. Federal Highway Administration 1979 Federal Highway Administration Noise Prediction Model. Report No. FHWA- RD-77-108, with Califomia Vehicle Noise Emissions Levels. Washington, D.C. City of Carlsbad 1994 Noise Element. City of Carlsbad General Plan. 1995 Noise Guidelines Manual September Urban Systems Associates 2000 Transportation Analysis for Carlsbad Bridge and Thoroughfare District #4. In- house draft. January 17. RECON 2001 Noise Technical Report for the Calavera Hills Master Plan Phase II and Bridge and Thoroughfare District No. 4. Vanderbilt University 1991 STAMINA 2.0/OPTIMA Noise Prediction Program. Version 1.2, Prepared by Bowlby and Associates. 13 ATTACHMENTS ATTACHMENT 1 KEY TO FILE CODES ATTACHMENT 1 *.STA - STAMINA output file UCONTl - First 40 contour receivers UC0NT2 - Next 38 contour receivers 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 tlNIVERSITY, NASHVILLE, TN 3723 5 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 Calavera Hills - Village U - daytime traffic EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .00 .00 .000 2.300 8.000 CODE DESCRIPTION 1 RECEIVER HEIGHT ADJUSTMENT 2 A-WEIGHTED SOUND LEVEL ONLY 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS--CALVENO CO = 5.20 Cl = 38.80 SO = 7 HEIGHT ADJUSTMENT FOR TYPE5 VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO 50.40 Cl 19.20 SO = .00 .00 .00 OROADWAY College Blvd - Alignment 1 - nb - south of CVD VEHICLE TYPE VEHICLES/HOUR 51 52 53 54 CARS HT MT VEH4 VEH5 VEH 6 X 6242746.4 6242697.3 6242641.1 6242567.9 0. 0. 0. 733 . 27 . 10. -COORDINATES-- Y 2004250.1 2004338.8 2004425.4 2004525.4 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 266.0 272.0 278.0 284.0 GRADE 1 1 1 1 UCONTLSTA 8/1/01 4:35 PM 55 6242321.1 2004861.6 304.0 1 56 6242172.9 2005062.9 316.0 1 57 6242116.1 2005139.7 322.0 1 58 6241879.2 2005461.6 350.0 1 59 6241842.3 2005514.7 354.0 1 60 6241806.7 2005572.6 358.0 1 61 6241772.6 2005639.4 362.0 1 62 6241739.8 2005719 .7 366.0 1 63 6241709.8 2005821.0 370.0 1 64 6241696.1 2005887.2 372.0 1 65 6241684.5 2005970.1 374.0 1 OROADWAY 2 College Blvd - Alignment 1 - nb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH 5 27. 50.0 VEH6 10. 50.0 0 -CnO'RnTNJkTFc: _ 0 X Y Z GRADE 65 6241684.5 2005970.1 374.0 1 66 6241682.3 2006070.4 375.4 1 67 6241691.1 2006188.5 376.0 1 68 6241710.4 2006288.5 378.0 0 OROADWAY 3 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733 . 50.0 VEH5 27. 50.0 VEH6 10. 50.0 0 POORnTMaTFC; _ X Y Z GRADE 5 6241669.8 2006299.1 378 . 0 0 6 6241649.8 2006196.0 376.0 0 7 6241639.8 2006071.6 375.4 0 8 6241643.6 2005967 .2 374.0 0 9 6241653.6 2005881.0 372.0 0 10 6241668.6 2005811.0 370.0 0 11 6241700.4 2005705.4 366.0 0 12 6241734.8 2005621.6 362.0 0 13 6241770.4 2005552.2 358.0 0 14 6241807.3 2005491.3 354.0 0 15 6241845.4 2005437 .2 350.0 0 16 6242083.1 2005114.1 322.0 0 17 6242138.9 2005038.2 316.0 0 18 6242286.7 2004836.6 304.0 0 19 6242534.2 2004501. 0 284.0 0 OROADWAY 4 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733 . 50.0 VEH5 27 . 50.0 VEH6 10. 50.0 Q pnoRnTMaTTTc _ X Y Z GRADE 19 6242534.2 2004501.0 284.0 0 20 6242606.7 2004401.6 278.0 0 21 6242661.1 2004317.2 272.0 0 22 6242708.6 2004231.0 266.0 0 UCONTLSTA 8/1/01 4:35 PM OROADWAY 5 College Blvd - Alignment 1 - nb -north of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH 6 16. 50.0 0 --COORDINATES X Y Z GRADE 68 6241710.4 2006288.5 378.0 0 69 6241740.4 2006386.0 377.0 0 1 6241752.5 2006417.0 376.0 0 2 6241783.9 2006487.6 374.0 0 3 6241817.6 2006549.6 372 .0 0 4 6241887 .3 2006652.5 370.0 0 5 6241954.9 2006738.1 368.0 0 OROADWAY 6 College Blvd - Alignment 1 - sb -north of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50 .0 VEH 6 16. 50.0 0 . •pnORnTNATFc; 0 X Y Z GRADE 14 6241918.5 2006760.0 368.0 1 15 6241881.3 2006712.9 370.0 1 16 6241826.9 2006641.0 372 .0 1 17 6241763.1 2006538.4 374.0 1 18 6241714.9 2006437.1 376.0 1 4 6241701.7 2006402.9 377.0 1 5 6241669.8 2006299.1 378.0 0 OROADWAY 7 Carlsbad Village Drive - westbound VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 534. 45.0 VEH5 10. 45.0 VEH 6 2 . 45.0 Q X Y Z GRADE 1 6241698.9 2006356.0 378.0 1 2 6241601.7 2006384.3 379.5 1 3 6241504.5 2006411.0 381.0 1 4 6241403.5 2006429.1 381.2 0 5 6241303 .8 2006436.9 380.0 0 6 6241201.4 2006434.8 377.4 0 OROADWAY 8 Carlsbad Village Drive - eastbound VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 534. 45.0 VEH5 10. 45.0 VEH 6 2. 45.0 0 --CnORDTT^IATFC; X Y Z GRADE UCONTLSTA 8/1/01 4:35 PM 6 7 8 9 10 11 6241204.3 6241301.6 6241400.0 6241495.5 6241591.0 6241686.6 2006392.9 2006394.9 2006387.2 2006370.0 2006343.6 2006315.7 377.4 380.0 381.2 381.0 379.5 378.0 BARRIER TYPE(A) College edge east --COORDINATES-- X Y Z ZO 15 6242778. ,2 2004266. ,5 266. ,0 266, .0 16 6242727. .5 2004357. ,5 272. ,0 272. .0 17 6242669. .9 2004445, .3 278. ,0 278, .0 18 6242596. .3 2004546. .0 284. ,0 284, .0 18a 6242525. ,6 2004643, .4 289. ,8 289, .8 19 6242349, .4 2004882, .8 304, .0 304 .0 20 6242201. ,5 2005083, .9 316, .0 316, .0 21 6242143. .9 2005162, .4 322, .0 322, .0 22 6241907, .7 2005482, .8 350, .0 350 .0 23 6241871. .3 2005534, .6 354, .0 354 .0 DELZ .0 BARRIER TYPE(A) College edge east cont'd -COORDINATES- X Y Z ZO DELZ P 23 6241871, ,3 2005534. ,6 354, .0 354. ,0 .0 0 24 6241839, .0 2005590. ,5 358, .0 358, .0 25 6241806, .7 2005655. ,8 362, .0 362. .0 26 6241774. .8 2005732. ,8 366, .0 366. ,0 27 6241745, .9 2005829, ,7 370, .0 370, .0 28 6241732, .7 2005892. ,9 372, .0 372 , .0 29 6241722, ,3 2005972, ,8 374, .0 374. ,0 30 6241719, .5 2006069, ,7 375, .4 375, .4 BARRIER TYPE(A) College edge east cont'd2 30 31 32 33 34 35 36 37 38 X 6241719. 6241728. 6241744. 6241772. 6241785. 6241815. 6241847. 6241913. 6241982. COORDINATES- Y 2006069.7 2006181.5 2006279.7 2006372.0 2006403.8 2006472.8 2006530.3 2006629.8 2006715.2 z ZO 375. ,4 375, .4 376. ,0 376, .0 378, .0 378, .0 377, .0 377, .0 376. ,0 376. .0 374, ,0 374, .0 372. .0 372, .0 370. .0 370, .0 368, .0 368, .0 DELZ .0 BARRIER TYPE(A) Pad edges 10 .3 X 6241857 6241843. 6241832. 6241822. 6241817. 6241808. 6241800. 6241790. 6241777. 6241768. COORDINATES- Y 2006239.9 0 2006245.5 1 2006247.1 2006248.0 2006248.5 2006249.2 2006250.0 2006251.0 2006251.8 2006249.4 z ZO 366. .0 366, .0 368. ,0 368, .0 369, . 1 369, .1 370. ,0 370, .0 370, .5 370, .5 371, .3 371, .3 372, .0 372, .0 372 .6 372 .6 373 .5 373 .5 374 .2 374, .2 DELZ BARRIER TYPE(A) Pad edges (cont.l) 10 11 12 COORDINATES- X Y 6241768.4 2006249.4 6241760.6 2006242.9 6241756.1 2006226.3 z ZO DELZ P 374, .2 374, .2 .0 0 376, .0 376, .0 378. ,2 378, .2 UCONTLSTA 8/1/01 4:35 PM 13 6241754, .0 2006182, .2 377, .9 377, .9 14 6241750, .9 2006119, ,2 377, .3 377, .3 15 6241747, .3 2006045, .6 375, .6 375 .6 16 6241743, .5 2005967, .1 374, .5 374 .5 17 6241739, .8 2005891, .1 371, .5 371, .5 18 6241745, .4 2005846, .2 370, .0 370, .0 19 6241769, .2 2005790, .3 368, ,0 368, .0 BARRIER TYPE(A) Pad edges (cont.2) 19 20 21 22 23 24 25 26 27 28 X 6241769, 6241811, 6241813, 6241842, 6241893, 6241918, 6241986, 6242071, 6242119, 6242141. COORDINATES- Y 2005790. 2005768. 2005700. 2005595. 2005542. 2005508. 2005381. 2005265. 2005200. 2005181.5 z ZO 368, .0 368 .0 366, ,7 366, .7 364, ,0 364, .0 358. ,0 358, .0 354. ,0 354, .0 352, .0 352 .0 342, ,0 342, .0 332. ,0 332, .0 326. ,0 326, .0 324. ,0 324, .0 DELZ .0 BARRIER TYPE(A) Pad edges (cont.3) 28 29 30 31 32 33 34 35 36 37 X 6242141. 6242165. 6242185. 6242201. 6242225. 6242233. 6242241. 6242252. 6242260. 6242271. COORDINATES- Y 2005181.5 2005156.5 2005130.1 2005107.9 2005076.0 2005064.7 2005054.2 2005043.2 2005041.5 2005045.0 Z 324.0 322.0 320.0 318.0 316.0 315.0 314.0 312.0 310.0 308.0 ZO 324. 322. 320. 318. 316. 315.0 314.0 312.0 310.0 308.0 DELZ BARRIER 8 TYPE(A) Pad edges (cont.4) 37 38 39 40 41 42 COORDINATES- X Y 6242271.9 2005045.0 6242279.9 2005050.0 6242288.5 2005055.2 6242297.1 2005060.8 6242305.2 2005065.9 6242314.9 2005074.8 z ZO 308, .0 308, .0 307. .0 307, .0 306. ,2 306, .2 306. ,1 306, .1 306. ,1 306. ,1 306, .0 306, .0 DELZ .0 BARRIER TYPE(A) Pad edges (cont.5) 43 44 45 46 47 48 49 50 51 52 X 6242366 6242359 6242353 6242346 6242336 6242322 6242311 6242316 6242344 6242376 -COORDINATES- Y 2 2005023.0 0 2005011.4 4 2005001.2 5 2004989.4 8 2004977.3 1 2004966.0 9 2004955.8 8 2004943.5 0 2004914.6 7 2004879.3 z ZO 308, .6 308, .6 309, .0 309, , 0 309, .2 309, ,2 309, .0 309. ,0 309 .4 309, .4 310 .8 310, .8 310, .4 310, .4 308, .0 308. .0 306, .0 306. ,0 302, .9 302, ,9 DELZ .0 BARRIER 10 TYPE(A) Pad edges (cont.5) 52 52a 53 COORDINATES- X Y 6242376.7 2004879.3 6242402.9 2004840.0 6242418.4 2004797.0 z ZO DELZ P 302.9 302 .9 .0 0 302.9 302.9 299.7 299.7 UCONTLSTA 8/1/01 4:35 PM 53a 6242442 .9 2004772, .1 299 . 0 299, .0 54 6242473, .2 2004760, .5 298, .3 298, .3 54a 6242500, .0 2004751. .3 301, .2 301. .2 55 6242522, .4 2004743, .6 301 .2 301, .2 55a 6242530, .7 2004766, .3 301, .2 301, .2 56 6242540, .1 2004791. ,3 301, .2 301, .2 57 6242549, .6 2004819, .3 301 .2 301 .2 BARRIER 11 TYPE(A) Pad edges (cont.6) -COORDINATES- X Y Z ZO 57 6242549, .6 2004819. ,3 301, .2 301, ,2 58 6242561, .4 2004851, .3 301, .2 301, .2 59 6242573, .7 2004885, .8 301, .2 301, .2 60 6242583, ,7 2004916. ,2 301, .4 301. ,4 61 6242588, .9 2004958, ,1 301, .4 301, .4 62 6242576, .3 2005019, .6 301, .4 301, .4 DELZ .0 Contour Receivers (at 5 feet) 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 X 6241817, 6241920, 6241769, 6241846, 6241774, 6241824, 6241952, 6241756, 6241814, 6241963, 6241766, 6241833, 6241956, 6241804, 6241838, 6241982, 6242005. 6241855. 6241894. 6241961. 6242078. 6242060. 6241939. 6242047. 6241985, 6242106, 6242210. 6242379, 6242514. 6242344. 6242159, 6242234. 6242238. 6242385, 6242351, 6242476, 6242558, 6242618, 6242498, 6242547, -COORDINATES- Y 2006342.6 2006281.4 2006262.1 2006253.6 2006197.2 2006191.7 2006144.7 2006052.2 2006071.5 2006052 .2 2005897 .9 2005928.0 2005902.4 2005785.3 2005834.4 2005823.6 2005772.8 2005647. 2005696. 2005653. 2005755. 2005686. 2005537.4 2005591.1 2005436.2 2005478.0 2005552.4 2005575.1 2005486.3 2005362.4 2005294.3 2005087.5 2005184.4 2005192.2 2004956.1 2005095.1 2004939.1 2004876.3 2004797.2 2004712.9 Z 381.0 369.0 379.0 373.0 373.0 368.6 365.7 377.0 363 .7 364.2 365.0 360.9 360.8 369.0 360.9 360.8 343 349 347 327 320 319 345 321.0 335.0 317.2 317.6 313.5 295.0 311.7 313.9 315.0 311.7 312.3 307.9 309.3 306.4 285.0 306.2 291.0 ALPHA FACTORS - RECEIVER ACROSS, ROADWAY DOWN 1 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 2 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 UCONTLSTA 8/1/01 4:35 PM .0 , ,0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , .0 .0 .0 .0 .0 .0 .0 .0 .0 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . ,0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 .0 .0 .0 .0 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY 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 2 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . ,0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 . 0 .0 .0 .0 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER 1 LEQ(H) LIO 67.8 71.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 12 10 11 12 13 14 28.1 28.7 30.3 37.6 37.5 34.6 42.9 37.6 36.7 38.2 UCONTLSTA 8/1/01 4:35 PM 40.4 42.0 40.4 42 .6 2 1 2 3 45.4 50.1 54.2 3 1 2 3 4 5 6 11 12 13 14 53.3 49.3 45.6 42.2 40.1 40.6 40.4 32.3 35.9 36.5 4 1 2 3 29.7 28.3 27.7 5 1 2 3 4 5 6 61.3 56.3 57.6 53.5 52.4 48.8 6 1 2 3 4 5 6 46.2 49.3 53 .4 56.7 53.8 58.5 7 1 2 3 4 5 51.0 47.5 45.1 42.6 40.5 8 1 2 3 4 5 40.3 42.4 44.5 46.9 49.7 10 RECEIVER LEQ(H) LIO 2 61.7 65.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 E i 9 10 11 12 13 14 28.3 28.7 30.2 37.8 38.1 35.4 43.5 38, ,4 38.2 38.0 40.3 43.0 40.4 42.1 2 1 2 3 43 .9 46.3 49.1 3 1 2 3 4 5 6 7 i i 9 10 11 12 13 14 46.8 45.1 43.0 41.2 39.3 40.4 38.6 36. ,8 35.5 35.0 40.7 32.7 36.4 36.9 4 1 2 3 30.0 28.4 27.2 5 1 2 3 4 5 6 52 .9 47.6 50.6 49.0 49.8 47 .2 6 1 2 3 4 5 6 43 .3 46.3 48.6 49.4 45.2 50.2 7 1 2 3 4 5 43 .4 40.1 37.9 35.8 34.0 8 1 2 3 4 5 33.9 35.8 37.6 39.9 43 .1 RECEIVER LEQ(H) LIO 3 67.5 71.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.5 29.4 30.7 38.1 37.5 34.7 43.2 37.7 37.4 39.1 41.1 42.5 42.0 44.6 2 12 3 48.7 54.7 60.3 3 123456789 10 11 12 13 14 56.7 53.2 48.3 44.5 41.7 42.0 39.3 37.9 36.5 35.1 40.9 32.7 36.2 36.8 4 12 3 UCONTLSTA 8/1/01 4:35 PM 29.9 28.6 28.1 5 1 2 3 4 5 6 61.1 51.7 52.5 48.9 48.9 46.5 6 1 2 3 4 5 6 42.7 45.4 48.8 52.0 50.0 57.8 7 1 2 3 4 5 49.6 45.0 42.3 40.0 38.3 8 1 2 3 4 5 38.4 40.2 42.4 45.5 50.5 RECEIVER LEQ(H) LIO 4 63.3 66.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.4 29.0 30.7 38.0 38.0 35.2 43.5 38.5 37.8 38.6 41.1 43.6 41.4 43.5 2 12 3 46.0 49.4 52.8 3 123456789 10 11 12 13 14 50.0 48.0 45.2 42.7 40.6 41.3 39.3 37.5 36.0 35.2 41.0 32.8 36.4 37.0 4 12 3 30.1 28.7 28.0 5 1 2 3 4 5 6 55.7 49.2 51.3 49.0 49.3 46.5 6 1 2 3 4 5 6 42.8 45.6 48.3 50.0 46.9 52.6 7 1 2 3 4 5 45.5 41.8 39.4 37.2 35.5 8 1 2 3 4 5 35.4 37.3 39.3 41.9 45.5 1 RECEIVER LEQ(H) LIO 5 62.1 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.8 29.7 30.9 38.3 37.7 34.9 43.5 38.0 37.9 39.5 41.6 43.3 42.2 44.3 2 12 3 47.2 51.6 52.9 3 123456789 10 11 12 13 14 49.1 48.7 45.5 42.9 40.8 41.7 39.8 38.3 36.9 35.3 41.3 32.9 36.5 37.1 4 12 3 30.2 28.9 28.2 5 1 2 3 4 5 6 53.4 46.5 48.3 45.9 46.9 44.8 6 1 2 3 4 5 6 41.1 43.6 46.2 48.1 45.3 50.3 7 1 2 3 4 5 43.1 39.0 36.2 33.8 32.0 8 1 2 3 4 5 32.0 33.9 36.1 39.1 43.6 UCONTLSTA 8/1/01 4:35 PM RECEIVER LEQ(H) LIO 6 61.5 64.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.7 29.4 31.0 38.4 37.9 35.2 43.6 38.5 38.0 39.3 41.5 43.8 42.1 44.3 2 12 3 46.6 49.6 50.7 3 123456789 10 11 12 13 14 47.5 47.1 44.8 42.6 40.9 41.7 39.8 38.0 36.4 35.4 41.3 33.0 36.6 37.2 4 12 3 30.2 28.9 28.3 5 1 2 3 4 5 6 53.2 45.9 47.8 45.9 47.2 45.2 6 1 2 3 4 5 6 41.1 43.6 45.9 47.2 44.0 50.1 7 1 2 3 4 5 42.8 39.6 36.5 33.5 31.6 8 1 2 3 4 5 31.6 33.5 35.6 39.0 43.7 1 RECEIVER LEQ(H) LIO 7 59.9 63.0 ROADWAY, SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.1 29.6 31.1 38.7 39.3 36.8 45.2 40.1 40.5 40.2 42.1 44.9 43.4 44.0 2 12 3 45.6 46.4 46.4 3 123456789 10 11 12 13 14 44.8 45.1 44.1 42.6 41.0 42.4 40.4 38.3 37.4 36.8 42.2 34.0 37.5 37.8 4 12 3 30.9 29.2 28.2 5 1 2 3 4 5 6 49.1 43.6 46.6 45.2 46.5 44.6 6 1 2 3 4 5 6 40.9 43.5 45.3 45.7 41.9 46.8 7 1 2 3 4 5 40.2 37.7 36.1 34.3 32.1 8 1 2 3 4 5 32.1 33.8 36.3 38.1 40.6 1 RECEIVER LEQ(H) LIO 8 66.1 69.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 UCONTLSTA 8/1/01 4:35 PM 11 12 13 14 30.1 30.7 31.8 39.4 38.9 36.2 45.4 39.7 41.3 43.2 45.4 48.6 49.8 54.2 2 12 3 59.5 58.3 51.8 3 123456789 10 11 12 13 14 50.6 55.7 56.2 52.6 48.2 47.3 43.6 41.5 39.7 38.5 43.4 34.5 37.7 38.2 4 12 3 31.1 29.6 29.0 5 1 2 3 4 5 6 49.4 42.7 44.8 43.1 44.7 42.9 6 1 2 3 4 5 6 39.3 41.6 43.9 45.5 42.5 49.1 7 1 2 3 4 5 42.1 41.0 39.7 38.3 37.1 8 1 2 3 4 5 37.3 38.7 40.1 41.8 43.1 RECEIVER LEQ{H) LIO 9 59.5 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.6 30.3 31.5 38.8 38.5 35.8 44.6 39.5 39.3 40.8 43.1 46.0 44.6 46.4 2 12 3 48.3 48.7 45.8 3 123456789 10 11 12 13 14 43.2 45.6 45.1 43.6 41.9 43.5 41.4 39.3 37.5 36.4 42.2 33.8 37.2 37.8 4 12 3 30.7 29.4 28.7 5 1 2 3 4 5 6 47.2 41.7 44.0 42.6 43.7 41.8 6 1 2 3 4 5 6 38.7 40.9 42.9 43.7 40.2 44.6 7 1 2 3 4 5 37.7 34.4 32.1 30.0 28.5 8 1 2 3 4 5 28.6 30.2 32.2 34.6 37.8 L RECEIVER LEQ(H) LIO 10 59.6 62.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.6 30.2 31.9 39.5 40.1 37.8 46.5 41.5 42.3 42.1 43.4 46.4 45.1 45.3 2 12 3 46.3 46.3 44.5 3 123456789 10 11 12 13 14 43.2 44.9 44.6 43.4 42.6 43.9 41.7 39.8 39.0 38.2 UCONTLSTA 8/1/01 4:35 PM 43.4 35.0 38.3 38.5 4 12 3 31.4 29.8 29.1 5 1 2 3 4 5 6 47.1 41.5 44.6 43.4 44.9 43.1 6 1 2 3 4 5 6 39.5 42.0 43.6 43.8 39.8 45.2 7 1 2 3 4 5 38.7 36.6 34.8 32.8 31.3 8 1 2 3 4 5 31.6 33.0 34.6 36.5 39.0 RECEIVER LEQ(H) LIO 11 61.7 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.6 31.2 32.4 39.7 39.6 37.0 45.8 40.3 42.2 44.6 47.8 52.3 53.7 53.1 2 12 3 48.7 45.2 42.2 3 123456789 10 11 12 13 14 40.6 43.7 46.2 48.6 48.2 48.7 45.5 42.8 40.7 38.9 43.3 35.0 38.3 38.8 4 12 3 31.8 30.4 29.8 5 1 2 3 4 5 6 43.0 37.2 40.9 39.6 41.5 40.7 6 1 2 3 4 5 6 36.8 38.8 40.5 40.5 36.7 41.7 7 1 2 3 4 5 35.2 33.1 31.4 30.0 28.8 8 1 2 3 4 5 28.9 30.3 31.6 33.5 35.5 1 RECEIVER LEQ(H) LIO 12 60.4 63.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.6 31.3 32.4 39.8 39.7 37.1 46.5 42.1 42.3 43.3 46.4 50.6 50.1 49.9 2 12 3 47.9 46.0 42.8 3 123456789 10 11 12 13 14 41.5 44.1 45.5 46.9 46.3 47.1 44.4 41.5 39.5 39.0 44.2 35.3 38.5 38.8 4 12 3 31.6 30.1 29.6 5 1 2 3 4 5 6 44.0 38.8 41.4 40.3 42.7 41.4 6 1 2 3 4 5 6 37.4 39.4 40.9 41.4 37.2 42.4 7 1 2 3 4 5 35.9 33.9 31.9 30.4 29.0 UCONTLSTA 8/1/01 4:35 PM 1 2 3 4 5 29.1 30.7 32.2 34.1 36.2 RECEIVER LEQ(H) LIO 13 60.0 63.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.6 31.3 33.0 40.6 41.2 39.1 48.6 44.2 45.4 45.6 45.9 49.3 47.3 47.6 2 12 3 45.8 44.7 42.1 3 123456789 10 11 12 13 14 41.1 43.6 44.2 45.0 44.5 46.2 44.0 42.7 41.6 40.9 45.5 36.5 39.6 39.5 4 12 3 32.2 30.8 30.1 5 1 2 3 4 5 6 44.3 39.0 41.9 41.0 42.7 41.2 6 1 2 3 4 5 6 37.5 39.8 41.3 41.2 37.6 42.6 7 1 2 3 4 5 36.2 34.4 33.0 31.7 30.5 8 1 2 3 4 5 30.5 32.0 33.3 34.7 36.3 1 RECEIVER LEQ(H) LIO 14 65.8 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.8 32.5 33.8 41.5 41.2 39.0 50.1 47.5 49.6 52.6 56.7 59.8 54.4 51.4 2 12 3 48.7 45.5 42.4 3 123456789 10 11 12 13 14 42.1 45.3 47.3 49.5 52.1 55.8 53.4 49.7 46.7 44.3 48.0 37.5 40.2 40.1 4 12 3 33.4 31.8 31.1 5 1 2 3 4 5 6 42.7 37.2 40.0 39.0 41.3 40.0 5 1 2 3 4 5 6 36.3 38.3 39.9 40.4 36.7 42.7 7 1 2 3 4 5 36.3 35.7 35.1 34.2 33.6 8 1 2 3 4 5 33.8 34.6 35.2 36.2 36.9 1 RECEIVER LEQ(H) LIO 15 61.6 65.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT UCONTLSTA 8/1/01 4:35 PM 1 123456789 10 11 12 13 14 31.2 31.9 32.9 40.5 40.6 38.2 48.2 44.5 45.1 46.3 49.0 53.5 51.8 50.2 2 12 3 46.9 44.5 41.7 3 123456789 10 11 12 13 14 40.8 43.4 45.9 47.1 47.6 49.7 46.6 43.4 42.5 41.4 46.0 36.5 39.4 39.5 4 12 3 32.5 30.7 30.1 5 1 2 3 4 5 6 42.6 37.6 40.2 39.2 41.6 40.4 6 1 2 3 4 5 6 36.6 38.5 39.9 40.3 36.1 41.6 7 1 2 3 4 5 35.1 33.6 32.3 30.7 29.9 8 1 2 3 4 5 30.1 31.1 32.3 34.1 35.6 RECEIVER LEQ(H) LIO 16 60.5 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.2 32.1 33.6 41.5 42.5 40.9 50.8 46.0 47.1 48.0 48.2 48.9 46.6 46.5 2 12 3 44.8 43.5 40.9 3 123456789 10 11 12 13 14 40.2 42.6 43.5 44.5 44.4 46.5 45.4 44.6 43.8 42.7 47.2 37.8 40.6 40.5 4 12 3 32.8 31.4 30.6 5 1 2 3 4 5 6 43.1 37.6 40.8 40.0 41.8 40.3 6 1 2 3 4 5 6 36.8 39.1 40.4 40.3 36.5 41.6 7 1 2 3 4 5 35.3 33.8 32.9 31.6 30.7 8 1 2 3 4 5 30.8 31.9 33.1 34.1 35.4 1 RECEIVER LEQ(H) LIO 17 58.4 61.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.7 31.8 33.4 41.2 41.8 39.7 49.3 44.1 46.9 45.4 45.5 45.4 44.4 44.1 2 12 3 41.5 40.5 38.3 3 123456789 10 UCONTLSTA 8/1/01 4:35 PM 11 12 13 14 37.1 39.2 40.3 41.1 41.0 42.6 42.6 42.2 42.1 40.9 46.1 37.2 40.3 40.2 4 12 3 32.7 31.3 30.4 5 1 2 3 4 5 6 41.1 35.8 39.0 38.5 40.8 39.5 6 1 2 3 4 5 6 35.4 37.6 38.7 38.3 34.4 39.1 7 1 2 3 4 5 32.5 30.0 28.5 26.9 25.5 8 1 2 3 4 5 25.6 27.1 28.6 30.2 32.4 RECEIVER LEQ(H) LIO 18 58.9 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.0 32.8 33.9 41.4 41.6 39.6 49.7 47.4 49.9 50.0 47.6 44.5 39.9 38.8 2 12 3 37.8 38.9 37.8 3 123456789 10 11 12 13 14 36.5 36.0 36.6 37.4 37.8 41.5 43.1 44.0 43.6 42.7 45.8 35.3 39.6 40.1 4 12 3 33.3 31.7 31.0 5 1 2 3 4 5 6 39.0 34.5 37.3 36.5 39.4 38.4 6 1 2 3 4 5 6 34.4 36.3 37.3 37.2 32.7 38.1 7 1 2 3 4 5 31.4 28.1 26.1 24.8 23.7 8 1 2 3 4 5 23.8 25.0 26.1 27.7 31.6 1 RECEIVER LEQ(H) LIO 19 59.4 62.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.7 32.4 33.6 41.3 41.7 39.5 50.0 46.6 48.7 49.4 49.0 46.4 42.5 43.7 2 12 3 42.3 40.2 38.1 3 123456789 10 11 12 13 14 37.0 39.2 40.9 40.5 39.1 43.2 44.5 44.3 44.0 43.0 46.5 37.2 40.2 40.4 4 12 3 33.1 31.7 31.0 5 1 2 3 4 5 6 39.8 35.0 37.8 37.1 39.9 38.9 6 1 2 3 4 5 6 UCONTLSTA 8/1/01 4:35 PM 34.7 36.8 37.8 37.8 33.2 38.3 1 2 3 4 5 31.7 30.0 28.3 27.1 26.2 1 2 3 4 5 26.2 27.5 28.6 30.2 31.9 RECEIVER LEQ(H) LIO 20 56.5 60.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.8 31.5 32.8 40.8 41.3 39.3 49.0 43.5 45.8 45.8 43.7 41.2 39.0 40.3 2 12 3 38.9 37.4 35.4 3 123456789 10 11 12 13 14 33.7 35.4 37.1 36.7 34.3 37.9 39.0 39.9 39.7 37.9 43.6 35.4 39.0 39.5 4 12 3 32.0 30.0 29.0 5 1 2 3 4 5 6 38.1 33.5 36.3 35.5 38.7 38.0 6 1 2 3 4 5 6 33.5 35.5 36.5 36.0 31.8 35.7 7 1 2 3 4 5 28.6 26.2 24.4 22.8 21.7 8 1 2 3 4 5 21.9 23.3 24.4 26.3 28.7 1 RECEIVER LEQ(H) LIO 21 55.7 59.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.6 29.8 32.1 40.1 41.2 38.8 48.0 41.4 42.5 42.6 42.0 41.2 40.2 39.8 2 12 3 38.4 37.7 35.9 3 123456789 10 11 12 13 14 33.9 35.7 36.3 37.3 36.9 37.7 38.2 38.6 38.5 37.1 43.5 35.6 39.0 39.1 4 12 3 31.2 29.7 28.6 5 1 2 3 4 5 6 39.2 33.8 37.5 36.9 39.8 38.9 6 1 2 3 4 5 6 34.0 36.1 37.2 36.6 32.3 36.8 7 1 2 3 4 5 29.9 26.3 24.5 22.7 21.4 8 1 2 3 4 5 21.5 22.9 24.5 26.4 29.2 RECEIVER LEQ(H) LIO 22 56.0 59.5 UCONTLSTA 8/1/01 4:35 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.3 30.7 32.5 40.6 41.5 39.5 49.0 42.5 43.4 43.5 42.4 40.9 39.6 39.6 2 12 3 38.0 37.1 35.3 3 123456789 10 11 12 13 14 33.4 35.1 36.1 36.8 36.2 37.5 38.4 39.0 38.5 37.4 44.1 36.1 39.4 39.5 4 12 3 31.4 29.7 28.6 5 1 2 3 4 5 6 38.4 33.3 36.7 36.2 39.0 38.3 6 1 2 3 4 5 6 33.5 35.6 36.6 35.9 31.8 36.0 7 1 2 3 4 5 29.1 25.8 24.1 22.4 20.9 8 1 2 3 4 5 21.1 22.6 24.2 26.0 28.6 1 RECEIVER LEQ(H) LIO 23 62.0 65.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 33.2 34.1 35.2 42.8 43.9 42.4 57.5 51.8 50.9 49.4 47.8 45.4 40.9 40.0 2 12 3 39.8 38.7 36.6 3 123456789 10 11 12 13 14 35.9 38.3 38.3 39.3 40.0 44.0 45.2 45.4 45.9 46.1 50.8 40.5 42.6 42.0 4 12 3 34.4 32.7 32.0 5 1 2 3 4 5 6 38.3 33.6 36.3 35.9 38.6 37.6 6 1 2 3 4 5 6 33.6 35.7 36.5 36.4 32.0 37.3 7 1 2 3 4 5 30.8 29.5 28.3 26.9 26.2 8 1 2 3 4 5 26.3 27.3 28.2 29.8 31.1 1 RECEIVER LEQ(H) LIO 24 56.8 60.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.9 31.9 33.3 41.6 42.5 40.9 51.1 43.6 43.9 44.3 42.8 40.9 38.0 39.0 UCONTLSTA 8/1/01 4:35 PM 2 1 2 3 37.8 36.7 34.8 3 1 2 3 4 5 6 11 12 13 14 33.2 34.9 36.2 36.3 34.5 38.0 45.6 37.2 40.4 40.4 4 1 2 3 32.2 30.6 29.6 5 1 2 3 4 5 6 37.7 32.8 35.8 35.5 38.5 37.6 6 1 2 3 4 5 6 33.0 35.1 36.0 35.3 31.3 35.7 7 1 2 3 4 5 28.2 26.0 24.4 22.6 21.6 8 1 2 3 4 5 21.7 22.9 24.3 26.1 28.3 10 RECEIVER LEQ(H) LIO 25 59.8 63.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33 .4 34.3 35.6 43 .5 45.1 43.5 56.7 46.0 43.6 41.9 41.0 42.5 38.3 37.6 2 1 2 3 37.5 36.9 34.9 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34.2 36.2 36.1 36.9 37.4 38.5 38.2 38.9 40.1 41.5 50.4 40.1 42.6 42.0 4 1 2 3 34 . 9 33.2 32.3 5 1 2 3 4 5 6 37.0 32.2 35.3 34.8 37.6 36.7 6 1 2 3 4 5 6 32.6 34.6 35.5 35.1 30.8 35.7 7 1 2 3 4 5 29.2 27.6 26.2 24.9 24.3 8 1 2 3 4 5 24.5 25.2 25.9 27.9 29.3 RECEIVER LEQ(H) LIO 26 57.9 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.8 32.7 34.3 42.9 44.5 43.3 53.7 43.7 42.1 42.1 41.5 40.0 36.0 37.6 2 12 3 36.7 35.6 33.9 3 123456789 10 11 12 13 14 32.6 34.3 35.7 34.7 34.4 38.0 38.7 37.9 38.0 39.1 48.2 39.6 42.1 41.7 4 12 3 33.1 31.5 30.4 UCONTLSTA 8/1/01 4:35 PM 1 2 3 4 5 6 36.7 31.9 35.0 34.8 37.6 36.7 1 2 3 4 5 6 32.2 34.3 35.2 34.5 30.4 34.9 1 2 3 4 5 27.9 25.6 24.2 22.5 21.5 1 2 3 4 5 21.6 23.1 24.0 25.9 27.9 RECEIVER LEQ(H) LIO 27 57.5 61.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.7 31.6 33.7 42.7 45.2 42.9 52.6 42.1 41.7 42.5 41.2 39.8 37.9 38.3 2 12 3 36.6 36.0 34.2 3 123456789 10 11 12 13 14 33.1 34.8 35.6 35.9 35.3 38.1 38.9 38.9 38.5 39.1 47.6 39.7 42.6 41.6 4 12 3 34.0 31.3 29.6 5 1 2 3 4 5 6 37.8 32.5 36.2 35.8 38.2 37.2 6 1 2 3 4 5 6 32.8 34.9 35.9 35.2 30.8 35.5 7 1 2 3 4 5 28.9 26.4 24.9 23.1 21.8 8 1 2 3 4 5 21.8 23.5 24.7 26.4 28.6 1 RECEIVER LEQ(H) LIO 28 56.7 60.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.7 32.5 33.4 43.3 45.3 43.1 51.4 40.2 39.9 41.2 39.7 38.5 37.3 37.7 2 12 3 35.6 35.2 33.7 3 123456789 10 11 12 13 14 32.6 34.3 34.7 34.9 34.5 36.9 37.4 37.3 37.0 37.3 46.2 39.2 42.6 41.8 4 12 3 32.2 30.7 30.0 5 1 2 3 4 5 6 37.6 32.8 36.2 35.6 37.9 36.9 6 1 2 3 4 5 6 33.0 34.8 35.9 35.1 30.5 35.2 7 1 2 3 4 5 28.9 26.6 24.7 23.0 21.7 8 1 2 3 4 5 21.8 23.4 24.7 26.4 28.5 UCONTLSTA 8/1/01 4:35 PM RECEIVER LEQ(H) LIO 29 55.5 59.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 35.3 34.5 32.8 43.6 45.3 42.0 50.0 37.9 37.3 38.7 37.4 36.3 35.2 35.8 2 12 3 33.6 33.3 32.0 3 123456789 10 11 12 13 14 30.8 32.4 32.7 32.9 32.3 34.8 35.2 34.9 34.8 35.3 44.6 38.2 42.3 41.6 4 12 3 31.5 29.7 30.7 5 1 2 3 4 5 6 36.2 31.4 34.9 34.3 36.7 35.8 6 1 2 3 4 5 6 31.7 33.4 34.5 33.6 29.1 33.5 7 1 2 3 4 5 27.2 24.6 22.9 21.0 19.7 8 1 2 3 4 5 19.8 21.3 22.7 24.5 27.1 1 RECEIVER LEQ(H) LIO 30 58.7 62.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.8 33.9 35.1 45.7 49.1 47.0 54.1 40.9 39.6 39.6 39.4 38.0 35.5 36.4 2 12 3 34.9 34.3 32.6 3 123456789 10 11 12 13 14 31.8 33.4 34.2 34.2 33.8 36.9 37.3 37.1 37.8 38.6 48.9 42.9 46.2 44.4 4 12 3 35.1 32.2 31.1 5 1 2 3 4 5 6 36.2 31.1 34.9 34.3 36.6 35.6 6 1 2 3 4 5 6 31.6 33.6 34.6 33.8 29.2 34.0 7 1 2 3 4 5 27.6 25.5 24.2 22.8 21.4 8 1 2 3 4 5 21.7 22.9 24.3 25.6 27.4 1 RECEIVER LEQ(H) LIO 31 59.8 63.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 UCONTLSTA 8/1/01 4:35 PM 33.1 34.2 35.7 45, .4 48.1 48.5 56.3 42.2 40.6 39.3 39.2 38.7 35.0 35, .1 1 2 3 35.4 34.3 32.6 2 3 123456789 10 11 12 13 14 31.7 33.4 34.0 33.6 34.1 37.0 50.5 43.9 45.2 44.1 4 1 2 3 34.6 32 .7 31.7 5 1 2 3 4 5 6 35.4 30.6 33 .8 33.6 36.3 35.4 6 1 2 3 4 5 6 31.2 33.2 34.1 33.3 29.2 33 .8 7 1 2 3 4 5 27 . 0 25.1 23.8 22.5 21.1 8 1 2 3 4 5 21.2 22.5 23.9 25.5 27.0 RECEIVER LEQ(H) LIO 32 65.0 68.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 36.8 38.0 39.8 51.2 60.1 57.6 55.0 40.3 39.2 38.5 37 .7 37.3 34.0 33.8 2 1 2 3 34.2 33.1 31.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.0 32 .8 33.1 33.6 33.6 36.8 52 .9 53.3 56.4 49.9 4 1 2 3 39.6 37.4 36.2 5 1 2 3 4 5 6 34.4 29.6 32.9 32.7 35.1 34.2 6 1 2 3 4 5 6 30.3 32.3 33.1 32.3 28.2 32.8 7 1 2 3 4 5 26 .3 25.1 24.1 22.9 22.3 8 1 2 3 4 5 22 . 6 23.3 24 .2 25.3 26.5 RECEIVER LEQ(H) LIO 33 61.2 64.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 34.9 36.0 37.8 47.7 53.5 52.7 55.4 40.7 39.7 38.6 38.0 37,7 34.2 34.3 2 12 3 34.7 33,5 31.9 3 123456789 10 11 12 13 14 31.1 32.9 33.4 33.3 33.8 36.4 36.8 37.6 38.2 39.0 UCONTLSTA 8/1/01 4:35 PM 51.5 48.0 50.2 46.8 4 12 3 36.7 34.7 33.6 5 1 2 3 4 5 6 34.8 29.9 33.3 33.2 35.6 34.7 6 1 2 3 4 5 6 30.6 32.6 33.5 32.7 28.5 33.0 7 1 2 3 4 5 26.4 24.9 23.7 22.5 21.4 8 1 2 3 4 5 21.6 22.6 23.9 25.2 26.6 RECEIVER LEQ(H) LIO 34 60.5 64.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 J i 9 10 11 12 13 14 35.3 36.3 37.9 49.9 53.1 50.5 53.8 40. ,6 39.0 37 .9 38.8 37.3 33.8 35.2 2 1 2 3 34.1 33.4 31.7 3 1 2 3 4 5 6 7 E i 9 10 11 12 13 14 31.1 32.7 33.5 33 .2 33.2 36.5 36.3 36. 9 37.6 38.2 49.9 46.2 50. 6 47 .8 4 1 2 3 37.9 34.9 33.7 5 1 2 3 4 5 6 35.0 30.0 33.8 33 .2 35.5 34.6 6 1 2 3 4 5 6 30.8 32.7 33.7 32.8 28.4 33.2 7 1 2 3 4 5 26.9 25.2 24.2 22.8 22.0 8 1 2 3 4 5 22.1 23.1 24.5 25.6 26.7 RECEIVER LEQ(H) LIO 35 65.0 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ J 9 10 11 12 13 14 39.0 40.3 42.7 57.7 61.3 48.5 49.8 37, .6 36.8 36.3 36.4 36.0 32.6 32.5 2 1 2 3 32.8 32.1 30.4 3 1 2 3 4 5 6 7 £ i 9 10 11 12 13 14 30.0 31.7 32.0 32.3 32.3 35.3 35.5 35, .5 36.0 36.6 48.3 46.6 56.8 54.8 4 1 2 3 41.9 39.4 38.0 5 1 2 3 4 5 6 33.6 28.7 32.2 31.9 34.2 33 .3 6 1 2 3 4 5 6 29.5 31.5 32.4 31.4 27.3 31.8 7 1 2 3 4 5 25.4 24.3 23 .3 22 .2 21.6 8 1 2 3 4 5 UCONTLSTA 8/1/01 4:35 PM 21.8 22.5 23.4 24.5 25.5 1 RECEIVER LEQ(H) LIO 36 60.2 63.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.4 38.5 39.9 52.2 53.3 48.4 51.6 39.8 38.0 36.8 37.7 36.4 32.9 34.4 2 12 3 33.3 32.6 30.9 3 123456789 10 11 12 13 14 30.4 32.0 32.7 32.4 32.4 35.5 35.4 35.8 36.4 36.9 48.5 45.2 50.8 50.2 4 12 3 38.6 36.9 35.9 5 1 2 3 4 5 6 34.2 29.3 33.0 32.4 34.8 33.9 6 1 2 3 4 5 6 30.3 32.2 33.1 32.3 27.8 32.5 7 1 2 3 4 5 26.2 24.7 23.8 22.5 21.7 8 1 2 3 4 5 21.8 22.8 24.1 25.1 26.1 1 RECEIVER LEQ(H) LIO 37 60.7 64.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 42.4 43.9 45.1 55.0 52.6 45.7 49.3 38.0 37.3 35.9 36.0 35.8 31.9 33.0 2 12 3 32.3 31.6 30.0 3 123456789 10 11 12 13 14 29.6 31.0 31.8 31.5 31.5 34.3 34.3 34.9 35.4 36.3 46.9 43.5 50.4 52.9 4 12 3 43.0 40.7 39.9 5 1 2 3 4 5 6 33.2 28.3 32.1 31.5 33.8 33.0 6 1 2 3 4 5 6 29.5 31.4 32.3 31.4 26.9 31.6 7 1 2 3 4 5 25.4 24.1 23.4 22.2 21.3 8 1 2 3 4 5 21.5 22.6 23.6 24.4 25.3 1 RECEIVER LEQ(H) LIO 38 55.7 59.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT UCONTLSTA 8/1/01 4:35 PM 1 1 2 3 4 5 6 7 £ i 9 10 11 12 13 14 42.0 44.6 47.1 51.7 38.4 31.4 35.4 24, .9 24.5 24.2 23.9 24.1 21.5 21.8 2 1 2 3 22.4 22.8 21.8 3 1 2 3 4 5 6 7 £ 1 9 10 11 12 13 14 21.7 22.6 22.2 21.7 21.3 23 .7 23 .5 23, .4 23.6 23.9 33 .7 30.1 37.0 47.9 4 1 2 3 43.7 41.2 39.2 5 1 2 3 4 5 6 23.6 18.5 22.5 22.1 24.5 24.1 6 1 2 3 4 5 6 21.5 22.9 24.1 23.7 18.7 23.6 7 1 2 3 4 5 17.6 17.0 16.4 15.6 15.0 8 1 2 3 4 5 14.9 15.6 16.2 17.1 17.7 RECEIVER LEQ(H) LIO 39 66.6 70.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 E i 9 10 11 12 13 14 42.2 44.2 47.4 62 .9 54.4 45.6 49.2 38. ,1 37.3 36.4 35.7 35.1 31.6 31.6 2 1 2 3 32.0 31.1 29.6 3 1 2 3 4 5 6 7 E ! 9 10 11 12 13 14 29.1 30.7 31.1 31.2 31.0 33.9 35.3 36. 8 37.6 37.6 47.8 45.1 54.3 61.9 4 1 2 3 46.6 43.2 41.3 5 1 2 3 4 5 6 32.6 27.6 31.4 30.9 33.3 32.4 6 1 2 3 4 5 6 28.9 30.8 31.7 30.7 26.3 31.1 7 1 2 3 4 5 24.8 23.7 23 .1 22.1 21.5 8 1 2 3 4 5 21.8 22.4 23.1 24.1 24.8 RECEIVER LEQ(H) LIO 40 64.4 67.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 44.1 47.2 51.7 62.2 46.0 36.1 39.2 28.1 27.4 27.3 26.6 26.5 24.1 24.3 2 12 3 24.8 25.1 24.0 3 123456789 10 UCONTLSTA 8/1/01 4:35 PM 11 12 13 14 23.9 25.0 24.5 24.2 23.7 26.4 26.3 27.0 27.4 27.! 38.7 35.9 47.3 58.0 4 12 3 48.9 44.9 42.5 5 1 2 3 4 5 6 25.7 20.4 24.3 23.8 26.1 25.4 6 1 2 3 4 5 6 22.7 24.5 25.8 25.4 20.9 25.8 7 1 2 3 4 5 19.8 19.1 18.7 17.8 17.7 8 1 2 3 4 5 17.5 17.8 18.6 19.2 19.8 UCONTLSTA 8/1/01 4:35 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 MEDItM 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 ) Calavera Hills - Village U - daytime traffic EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .00 .00 .000 2.300 8.000 CODE DESCRIPTION 1 RECEIVER HEIGHT ADJUSTMENT 2 A-WEIGHTED SOtJND LEVEL ONLY 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO CO = 5.20 Cl = 38.80 SO 7 HEIGHT ADJUSTMENT FOR TYPE5 VEHICLES MT--CALVENO CO = 35.30 Cl = 25.60 SO 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES HT--CALVENO (CARS) (HT) (MT) (VEH4) (VEH5) (VEH6) CO 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY College Blvd - Alignment 1 - nb - south of CVD VEHICLE TYPE VEHICLES/HOUR 51 52 53 54 CARS HT MT VEH4 VEH5 VEH6 X 6242746.4 6242697.3 6242641.1 6242567.9 0. 0. 0. 733. 27 . 10. -COORDINATES-- Y 2004250.1 2004338.8 2004425.4 2004525.4 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 266.0 272.0 278.0 284.0 GRADE 1 1 1 1 UC0NT2.STA 8/1/01 4:34 PM 55 6242321.1 2004861 .6 304.0 1 56 6242172.9 2005062 .9 316.0 1 57 6242116.1 2005139 .7 322.0 1 58 6241879.2 2005461 .6 350.0 1 59 6241842.3 2005514 .7 354.0 1 60 6241806.7 2005572 .6 358.0 1 61 6241772.6 2005639 .4 362.0 1 62 6241739.8 2005719 .7 366.0 1 63 6241709.8 2005821 .0 370.0 1 64 6241696.1 2005887 .2 372.0 1 65 6241684.5 2005970 .1 374.0 1 OROADWAY 2 College Blvd - Alignment 1 - nb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27 . 50.0 VEH 6 10. 50.0 0 X Y Z GRADE 65 6241684.5 2005970 .1 374.0 1 66 6241682.3 2006070 .4 375.4 1 67 6241691.1 2006188 .5 376.0 1 68 6241710.4 2006288 .5 378.0 0 OROADWAY 3 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733 . 50.0 VEH 5 27. 50.0 VEH6 10. 50.0 0 X Y Z GRADE 5 6241669.8 2006299 .1 378.0 0 6 6241649.8 2006196 .0 376.0 0 7 6241639.8 2006071 .6 375.4 0 8 6241643.6 2005967 .2 374.0 0 9 6241653.6 2005881 .0 372.0 0 10 6241668.6 2005811 .0 370.0 0 11 6241700.4 2005705 .4 366.0 0 12 . 6241734.8 2005621 .6 362 .0 0 13 6241770.4 2005552 .2 358.0 0 14 6241807.3 2005491 .3 354.0 0 15 6241845.4 2005437 .2 350.0 0 16 6242083.1 2005114 .1 322 .0 0 17 6242138.9 2005038 .2 316.0 0 18 6242286.7 2004836 .6 304.0 0 19 6242534.2 2004501 .0 284.0 0 OROADWAY 4 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR 19 20 21 22 CARS HT MT VEH4 VEH5 VEH6 X 6242534, 6242606, 6242661 6242708, 0. 0. 0. 733 . 27. 10. -COORDINATES- Y 2004501.0 2004401.6 2004317.2 2004231.0 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 284.0 278.0 272.0 266.0 GRADE 0 0 0 0 UC0NT2.STA 8/1/01 4:34 PM OROADWAY College Blvd - Alignment 1 - nb - north of CVD VEHICLE TYPE VEHICLES/HOUR 68 69 1 2 3 4 5 CARS HT MT VEH4 VEH5 VEH6 X 6241710.4 6241740.4 6241752.5 6241783.9 6241817.6 6241887.3 6241954.9 0. 0. 0. 1192. 44. 16. -COORDINATES- Y 2006288.5 2006386.0 2006417.0 2006487.6 2006549.6 2006652.5 2006738.1 SPEED 30.0 30.0 30.0 50.0 50 .0 50.0 Z 378.0 377 .0 376.0 374.0 372.0 370.0 368.0 GRADE 0 0 0 0 0 0 0 OROADWAY College Blvd - Alignment 1 - sb - north of CVD CARS HT MT VEH4 VEH5 VEH6 0 X 14 6241918, ,5 15 6241881, .3 16 6241826, .9 17 6241763, .1 18 6241714, ,9 4 6241701. ,7 5 6241669, .8 OROADWAY 7 Carlsbad Village D VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 0 X 1 6241698 .9 2 6241601, .7 3 6241504 .5 4 6241403 .5 5 6241303 .8 6 6241201 .4 VEHICLE TYPE VEHICLES/HOUR SPEED 0. 30.0 0. 30.0 0. 30.0 1192. 50.0 44. 50.0 16. 50.0 COORDINATES Y Z GRADE 2006760.0 368.0 1 2006712.9 370.0 1 2006641.0 372.0 1 2006538.4 374.0 1 2006437.1 376.0 1 2006402.9 377.0 1 2006299.1 378.0 0 VEHICLES/HOUR SPEED 0. 30.0 0. 30.0 0. 30.0 534. 45.0 10. 45.0 2. 45.0 COORDINATES Y Z GRADE 2006356.0 378.0 1 2006384.3 379.5 1 2006411.0 381.0 1 2006429.1 381.2 0 2006436.9 380.0 0 2006434.8 377.4 0 OROADWAY Carlsbad Village Drive - eastbound VEHICLE TYPE VEHICLES/HOUR CARS HT MT VEH4 VEH5 VEH6 0. 0. 0. 534. 10. 2 . -COORDINATES- Y SPEED 30.0 30.0 30.0 45.0 45.0 45.0 GRADE UC0NT2.STA 8/1/01 4:34 PM 7 8 9 10 11 6241204. 6241301. 6241400, 6241495, 6241591. 6241686, 2006392.9 2006394.9 2006387.2 2006370.0 2006343.6 2006315.7 377.4 380.0 381.2 381.0 379.5 378.0 BARRIER TYPE(A) College edge east 15 16 17 18 18a 19 20 21 22 23 BARRIER 23 24 25 26 27 28 29 30 X 6242778. 6242727. 6242669. 6242596. 6242525. 6242349. 6242201. 6242143 . 6241907. 6241871. COORDINATES- Y 2004266.5 2004357 .5 2004445.3 2004546.0 2004643.4 2004882.8 2005083.9 2005162.4 2005482.8 2005534.6 TYPE(A) X 6241871, 6241839. 6241806. 6241774. 6241745. 6241732. 6241722. 6241719. COORDINATES- Y 2005534.6 2005590.5 2005655.8 2005732.8 2005829.7 2005892.9 2005972.8 2006069.7 z ZO 266, .0 266. 0 272. ,0 272. 0 278. .0 278. 0 284. ,0 284. 0 289. ,8 289. 8 304. 0 304. 0 316. 0 316. 0 322. 0 322. 0 350. ,0 350. 0 354. ,0 354. 0 ; edge east cont' 1 Z ZO 354. 0 354. 0 358. ,0 358. 0 362. 0 362. 0 366. 0 366. 0 370. 0 370. 0 372. 0 372. 0 374. 0 374. 0 375. 4 375. 4 DELZ DELZ .0 BARRIER TYPE(A) College edge east cont'd2 30 31 32 33 34 35 36 37 38 X 6241719, 6241728, 6241744, 6241772, 6241785, 6241815, 6241847, 6241913, 6241982, COORDINATES- Y 2006069.7 2006181.5 2006279.7 2006372.0 2006403.8 2006472.8 2006530.3 2006629.8 2006715.2 z ZO 375. ,4 375, .4 376. ,0 376, ,0 378, ,0 378, .0 377, ,0 377, .0 376, ,0 376, .0 374, ,0 374 .0 372. ,0 372 , .0 370, ,0 370, .0 368, ,0 368, .0 DELZ BARRIER TYPE(A) Pad edges 1 2 3 4 5 6 7 8 9 10 X 6241857. 6241843, 6241832, 6241822, 6241817. 6241808. 6241800. 6241790, 6241777. 6241768. COORDINATES- Y 2006239. 2006245. 2006247. 2006248. 2006248. 2006249.2 2006250.0 2006251.0 2006251.8 2006249.4 z ZO 366, ,0 366. , 0 368. .0 368. .0 369, .1 369, .1 370, .0 370, ,0 370. .5 370. ,5 371, .3 371, ,3 372, .0 372. .0 372, .6 372, .6 373. ,5 373. ,5 374, .2 374. ,2 DELZ .0 BARRIER TYPE(A) Pad edges (cont.l) 10 11 12 COORDINATES- X Y 6241768.4 2006249.4 6241760.6 2006242.9 6241756.1 2006226.3 z ZO DELZ P 374 .2 374, .2 .0 0 376, .0 376, .0 378, .2 378, .2 UC0NT2.STA 8/1/01 4:34 PM 13 6241754, .0 2006182. 2 377 . ,9 377. ,9 14 6241750, .9 2006119. ,2 377. ,3 377. ,3 15 6241747 , .3 2006045. ,6 375, .6 375, ,6 16 6241743. ,5 2005967. 1 374. .5 374. ,5 17 6241739. .8 2005891. ,1 371, .5 371. ,5 18 6241745, .4 2005846. .2 370. ,0 370. .0 19 1 6241769. ,2 2005790. ,3 368. ,0 368. ,0 BARRIER 6 TYPE(A) Pad edges (cont. .2) X Y Z ZO 19 6241769, .2 2005790, .3 368, .0 368, .0 20 6241811, ,2 2005768, .2 366, .7 366, .7 21 6241813 .9 2005700, .1 364, .0 364 .0 22 6241842, .2 2005595, .0 358, .0 358, .0 23 6241893 .4 2005542, .4 354 .0 354 .0 24 6241918 .2 2005508 .6 352 .0 352 .0 25 6241986, .3 2005381, .7 342 .0 342 .0 26 6242071 .6 2005265, .3 332 .0 332 .0 27 6242119 .4 2005200 .3 326 .0 326 .0 28 6242141 .0 2005181 .5 324 .0 324 .0 DELZ BARRIER TYPE(A) Pad edges (cont.3) 28 29 30 31 32 33 34 35 36 37 X 6242141. 6242165. 6242185. 6242201. 6242225. 6242233. 6242241, 6242252, 6242260. 6242271. COORDINATES- Y 2005181.5 2005156.5 2005130.1 2005107.9 2005076.0 2005064.7 2005054.2 2005043.2 2005041.5 2005045.0 Z 324 322, 320.0 318. 316. 315. 314. 312. 310.0 308.0 ZO 324.0 322.0 320.0 318.0 316.0 315.0 314.0 312.0 310.0 308.0 DELZ .0 BARRIER 8 TYPE(A) Pad edges (cont.4) 37 38 39 40 41 42 X 6242271, 6242279. 6242288. 6242297, 6242305. COORDINATES- Y 2005045.0 2005050.0 2005055.2 2005060.8 2005065.9 6242314.9 2005074.8 Z 308.0 307.0 306.2 305.1 306.1 306.0 ZO 308.0 307.0 306.2 306.1 306.1 306.0 DELZ .0 BARRIER TYPE(A) Pad edges (cont.5) 43 44 45 46 47 48 49 50 51 52 X 6242366 6242359 6242353 6242346 6242336 6242322 6242311 6242316 6242344 6242376 •-COORDINATES- Y 2 2005023.0 ,0 2005011.4 4 2005001.2 ,5 2004989.4 .8 2004977.3 ,1 2004966.0 ,9 2004955.8 ,8 2004943.5 ,0 2004914.6 .7 2004879.3 Z 308. 309. 309. 309. 309. 310.8 310.4 308.0 306.0 302.9 ZO 308.6 309.0 309.2 309.0 309 .4 310.8 310.4 308.0 306.0 302.9 DELZ .0 BARRIER 10 TYPE(A) Pad edges (cont.5) 52 52a 53 COORDINATES- X Y 6242376.7 2004879.3 6242402.9 2004840.0 6242418.4 2004797.0 Z 302.9 302.9 299.7 ZO 302.9 302 .9 299.7 DELZ .0 UCONT2.STA 8/1/01 4:34 PM 53a 6242442 .9 2004772.1 299.0 299, .0 54 6242473 .2 2004760.5 298.3 298, ,3 54a 6242500 .0 2004751.3 301.2 301, .2 55 6242522 .4 2004743.6 301.2 301, .2 55a 6242530 .7 2004766.3 301.2 301. .2 56 6242540, . 1 2004791.3 301.2 301, .2 57 1 6242549, .6 2004819.3 301.2 301, .2 BARRIER 11 TYPE(A) Pad edges (cont.6) --COORDINATES- X Y Z ZO DELZ P 57 6242549 .6 2004819.3 301.2 301, .2 .0 0 58 6242561 .4 2004851.3 301.2 301 .2 59 6242573 .7 2004885.8 301.2 301 .2 60 6242583 .7 2004916.2 301.4 301 .4 61 6242588 .9 2004958.1 301.4 301 .4 62 1 6242576, .3 2005019.6 301.4 301, .4 Contour Receivers 41 -66 (at 5 feet) X Y Z 41 6241958 .3 2006354 .5 357, .0 42 6242019 .2 2006306 .5 327, .0 43 6242078 .8 2006131 .6 349, .0 44 6241794 .7 2006131 .6 368, .6 45 6241805 .9 2005997 .9 363, .7 46 6242046 .6 2005893, .8 339. .0 47 6241796 .6 2005823, .4 360, .9 48 6241991 .0 2005717, .6 319. .0 49 6242253 .4 2005383, .2 314, .5 50 6242517 .2 2005366, .5 311, .3 51 6242296 .1 2005110, .2 311, .7 52 6242442 .5 2005026, .0 307, .0 53 6242507 .9 2004868 .8 306, .2 54 6242586 .7 2004787 .6 285, .0 55 6241761 .2 2006234 .7 381, .0 56 6241790 .3 2006344 .7 381, .0 57 6241827 .5 2005713 .2 365, .0 58 6241949 .1 2005738 .7 339, .0 59 6242029 .0 2005526 .5 317, .2 60 6242180 .6 2005430 .0 314, .7 61 6242321 .1 2005397 .7 311, .7 62 6242482 .6 2005337 .3 311 .3 63 6242250 .0 2005113 .7 311, .7 64 6242430 .4 2004910 .8 307 .9 65 6242523 .7 2004822 .9 306 .2 66 6242565 .6 2004751 .0 289 .0 67 6241984 .7 2006220 .4 347 .0 68 6242024 .7 2006103 .1 365 .7 69 6241994 .0 2005988 .4 364 .2 70 6242005 .7 2005933 .1 359 .0 71 6241916 .8 2005668 .2 343 .0 72 6241894 .3 2005600 .7 339 .0 73 6242045 .9 2005308 .1 339, .0 74 6242128 .3 2005199, .0 329, .0 75 6242434 .1 2005304 .8 309 .5 76 6242538 .0 2005247 .3 303 .0 77 6242567 .1 2005081 .3 295 .0 78 1 6242606 .4 2004951 .4 299 .0 ALPHA FACTORS - RECEIVER ACROSS, ROADWAY DOWN 1 * . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 2 * . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 .0 .0 .0 .0 .0 .0 .0 UC0NT2.STA 8/1/01 4:34 PM 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 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 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 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 .0 .0 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY 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 2 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 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 .0 .0 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 .0 RECEIVER LEQ(H) LIO 41 60.4 63.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 27.5 28.0 29.1 37.1 37.4 34.4 42.2 36.3 36.6 36.2 38.1 40.7 37.8 39.2 2 12 3 UCONT2.STA 8/1/01 4:34 PM 40.6 42.4 46.0 3 1 2 3 4 5 6 11 12 13 14 43 .4 41.2 39.2 37.8 36.4 38.0 39.3 31.6 35.5 36.2 4 1 2 3 29.4 27.1 25.9 5 1 2 3 4 5 6 50.8 46.5 50.4 49.5 50.8 48.3 6 1 2 3 4 5 6 43.2 45.9 48.1 48.0 43.0 47 .0 7 1 2 3 4 5 40.1 36.2 33.8 31.3 29.4 8 1 2 3 4 5 29.2 31.3 33.4 36.1 39.5 10 RECEIVER LEQ(H) LIO 42 55.3 58.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25.9 26.7 27 . 9 36.4 36.9 33.6 41.4 34.9 35.5 35.1 36.0 38.7 36.3 36.4 2 1 2 3 37.0 38.0 40.6 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 37.6 35.4 34.4 33 .7 33 .0 35.7 34.1 31.7 31.9 32.0 38.0 30.6 34.6 35.3 4 1 2 3 28.2 25.4 24.1 5 1 2 3 4 5 6 44.8 40.2 43 .7 43.1 45.2 43 .7 6 1 2 3 4 5 6 38.7 40.7 42 .3 41.6 36.7 41.0 7 1 2 3 4 5 33.1 28.9 26.3 24.0 22.2 8 1 2 3 4 5 22 .2 24.0 26.1 28.8 32.7 RECEIVER LEQ(H) LIO 43 57.5 60.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.9 29.4 30.3 38.6 39.4 36.8 45.0 38.8 40.3 39.3 39.7 43.2 41.4 40.6 2 12 3 41.5 41.8 42.1 3 123456789 10 11 12 13 14 40.4 40.4 40.0 39.0 38.4 40.0 38.1 36.8 36.3 35.8 41.6 33.8 37.4 37.7 4 12 3 30.6 28.2 27.2 5 1 2 3 4 5 6 UC0NT2.STA 8/1/01 4:34 PM 46.0 40.9 44.2 43.3 45.2 43.7 6 1 2 3 4 5 6 39.5 41.7 43.2 42.8 38.4 42.9 7 1 2 3 4 5 36.8 34.0 31.4 29.3 27.8 8 1 2 3 4 5 27.9 29.9 31.8 33.9 36.4 RECEIVER LEQ(H) LIO 44 60.5 63.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 E ! 9 10 11 12 13 14 29.2 30.2 31.2 38.6 38.2 35.4 44.1 38. 8 38.7 40.3 42.5 44.8 43.5 45.8 2 1 2 3 48.3 50.7 48.9 3 1 2 3 4 5 6 7 £ J 9 10 11 12 13 14 45.9 47 .4 45.6 43.7 41.8 42.5 40.9 38, .9 37.5 35.9 41.8 33 .4 36.9 37 .5 4 1 2 3 30.5 29.1 28.5 5 1 2 3 4 5 6 49.7 43.9 45.8 44.1 45.2 43.7 6 1 2 3 4 5 6 39.8 42 .3 44.4 45.6 42.3 47 .1 7 1 2 3 4 5 40.2 36.6 34.2 31.9 30.3 8 1 2 3 4 5 30.3 32.1 34.0 36.9 40.5 RECEIVER LEQ(H) LIO 45 60.0 63.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.2 30.7 31.9 39.2 39.1 36.3 45.5 40.6 40.5 42.3 44.8 48.3 47.7 48.9 2 1 2 3 49.7 47.8 44.3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 42.4 45.3 46.3 45.4 44.4 45.7 43.0 40.7 38.8 37.4 43 .2 34.5 37.8 38.3 4 1 2 3 31.1 29.8 29.1 5 1 2 3 4 5 6 45.2 40.2 42.6 41.3 43.1 42.1 6 1 2 3 4 5 6 38.2 40.1 41.9 42.5 38.0 43.4 7 1 2 3 4 5 36.6 34.3 32.4 30.5 28.8 8 1 2 3 4 5 29.1 30.6 32.5 34.6 37.0 RECEIVER LEQ(H) LIO UCONT2.STA 8/1/01 4:34 PM 46 57.2 60.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ ) 9 10 11 12 13 14 29.4 30.1 32.0 40.1 40.9 38.4 47 .1 41. ,1 43.5 42.2 42.2 44.4 43.8 44.2 2 1 2 3 41.3 40.7 38.9 3 1 2 3 4 5 6 7 £ J 9 10 11 12 13 14 37.2 39.1 39.5 40.3 39.8 41.5 39.4 39, .3 39.1 38.2 43.7 35.5 39.0 39.1 4 1 2 3 31.8 30.0 28.7 5 1 2 3 4 5 6 42.6 37.0 40.4 39.8 41.9 40.6 6 1 2 3 4 5 6 36.2 38.4 39.7 39.3 35.0 39.9 7 1 2 3 4 5 33.4 30.0 28.1 26.0 24.6 8 1 2 3 4 5 24.7 26.2 28.0 30.1 32.8 RECEIVER LEQ(H) LIO 47 61.2 64.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 ! 3 9 10 11 12 13 14 31.0 31.7 32.9 40.2 40.3 37.8 47.3 39, .0 41.1 44 .1 48.7 54.3 51.9 49.9 2 1 2 3 47.0 44.0 41.1 3 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 39.9 43 .1 45.4 46.8 47 .5 49.4 45.8 41 .9 39.4 37.3 43.8 35.7 38.9 39.3 4 1 2 3 32.2 30.8 30.1 5 1 2 3 4 5 6 41.9 36.7 39.8 38.7 41.2 40.1 6 1 2 3 4 5 6 36.2 38.1 39.5 39.7 35.4 41.2 7 1 2 3 4 5 34 .6 32 .7 31.7 30.4 29.1 8 1 2 3 4 5 29.4 30.7 31.9 33.1 35.0 RECEIVER LEQ(H) LIO 48 55.3 58.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 29.4 30.2 31.7 39.9 40.4 38.4 47.6 41.6 43.6 43.4 UC0NT2.STA 8/1/01 4:34 PM 41.8 40.3 40.1 39.9 2 1 2 3 38.1 36.9 35.1 3 1 2 3 4 5 6 11 12 13 14 33.0 34.6 35.8 36.4 36.3 36.5 42.2 34.3 37.9 38.6 4 1 2 3 30.4 29.0 27.9 5 1 2 3 4 5 6 38.4 33.3 35.7 35.9 38.8 38.0 6 1 2 3 4 5 6 33.5 35.5 36.4 35.6 31.7 35.5 7 1 2 3 4 5 28.1 25.3 23 .4 21.7 20.3 8 1 2 3 4 5 20 .4 21.8 23 .4 25.3 28.0 10 RECEIVER LEQ(H) LIO 49 59.1 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 32 .2 33.2 35.6 44.7 48.4 45.6 55.0 41. ,9 40.6 40.3 40.1 38.8 35.7 36.7 2 1 2 3 35.5 34.7 33 .0 3 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 32.1 33.8 34.8 34.5 34.5 37 .6 38.0 37 , .8 38.6 39.5 49.7 43 .1 45.6 43 .7 4 1 2 3 35.7 33 .2 31.2 5 1 2 3 4 5 6 36.5 31.3 35.1 34.6 35.9 35.9 6 1 2 3 4 5 6 31.8 33.8 34.8 34.0 29.6 34.3 7 1 2 3 4 5 27.8 25.7 24.4 22.8 21.8 8 1 2 3 4 - 5 21.9 23.0 24.4 25.9 27.6 RECEIVER LEQ(H) LIO 50 57.3 60.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.8 35.6 36.8 46.7 47.9 45.4 50.9 40.1 38.6 39.0 38.7 37.1 35.2 35.6 2 12 3 34.2 33.7 32.1 3 123456789 10 11 12 13 14 31.3 33.0 33.5 33.5 33.1 35.9 36.3 36.1 36.4 37.2 47.1 41.5 45.7 44.9 UC0NT2.STA 8/1/01 4:34 PM 4 12 3 35.3 34.1 33.3 5 1 2 3 4 5 6 35.7 31.0 34.5 33.9 36.2 35.3 6 1 2 3 4 5 6 31.8 33.5 34.6 33.7 29.1 33.7 7 1 2 3 4 5 27.6 25.7 24.4 23.0 21.8 8 1 2 3 4 5 / 22.1 23.3 24.4 25.8 27.4 RECEIVER LEQ(H) LIO 51 52.8 66.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 36.6 37.9 39.8 49.8 58.0 53.8 54.2 39.9 39.0 38.0 37.4 37.2 33.7 33.9 2 12 3 34.2 33.1 31.4 3 123456789 10 11 12 13 14 30.8 32.5 33.1 33.1 33.5 36.2 36.8 37.2 37.9 38.6 51.2 49.6 53.9 49.0 4 12 3 39.0 36.9 35.7 5 1 2 3 4 5 6 34.6 29.6 33.2 32.8 35.1 34.2 6 1 2 3 4 5 6 30.3 32.3 33.2 32.3 28.2 32.7 7 1 2 3 4 5 26.2 24.9 23.8 22.7 21.8 8 1 2 3 4 5 22.0 22.9 23.9 25.2 26.3 1 RECEIVER LEQ(H) LIO 52 61.4 64.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.3 38.5 40.3 54.3 55.0 48.9 51.7 38.9 37.6 36.7 35.6 36.5 32.7 33.5 2 12 3 33.0 32.2 30.6 3 123456789 10 11 12 13 14 30.1 31.6 32.4 32.1 32.3 35.1 35.3 35.8 36.2 35.8 48.2 45.9 52.1 52.0 4 12 3 39.9 37.0 35.7 5 1 2 3 4 5 6 33.8 28.9 32.7 32.1 34.4 33.5 6 1 2 3 4 5 6 29.9 31.8 32.7 31.8 27.4 32.1 7 1 2 3 4 5 25.8 24.5 23.6 22.3 21.3 8 1 2 3 4 5 21.5 22.7 23.5 24.5 25.7 UC0NT2.STA 8/1/01 4:34 PM RECEIVER 53 LEQ(H) LIO 63.0 66.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 3 11 4 5 5 7 1.0 DBA 10 12 13 14 41.0 42.6 45.0 58.7 54.3 45.0 49.5 38.0 37.1 36.4 36.2 35.6 31.7 32.3 1 2 3 32.5 31.4 29.8 123456789 10 12 13 14 29.4 30.9 31.5 31.4 31.5 34.1 34.5 35.2 36.0 37.0 47.4 43.2 52.5 55.3 12 3 43.8 41.3 39.8 1 2 3 4 5 5 32.9 27.9 31.8 31.2 33.6 32.7 1 2 3 4 5 5 29.2 31.1 32.0 31.0 26.5 31.3 1 2 3 4 5 25.1 24.0 23.3 22.2 21.4 1 2 3 4 5 21.7 22.5 23.2 24.2 25.0 RECEIVER 54 LEQ(H) LIO 58.5 52.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1 11 2 3 11 4 5 6 7 1.0 DBA 10 12 13 14 42.6 45.7 49.3 55.6 38.5 31.6 35.2 24.9 24.2 24.0 23.8 24.0 21.4 21.7 12 3 22.2 22.5 21.4 123456789 10 12 13 14 21.3 22.3 22.0 21.6 21.3 23.4 23.3 23.3 23.4 23.6 33.7 30.1 37.2 51.2 12 3 45.5 42.7 40.5 1 2 3 4 5 6 23.0 17.8 21.7 21.2 23.6 22.9 1 2 3 4 5 6 20.3 21.9 23.2 22.9 18.2 23.1 1 2 3 4 5 17.1 16.6 15.0 15.4 15.0 1 2 3 4 5 14.9 15.4 15.0 15.6 17.2 RECEIVER 55 LEQ(H) LIO 69.9 73.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 UC0NT2.STA 8/1/01 4:34 PM 11 12 13 14 28.8 29.7 30.9 38.3 37.8 35.0 43.5 38.5 37.9 40.4 41.7 43.9 43.7 46.8 2 12 3 51.4 58.5 64.1 3 123455789 10 11 12 13 14 60.7 58.5 51.6 47.3 43.2 42.9 40.1 38.4 37.0 35.7 41.3 33.0 36.4 37.0 4 12 3 30.0 28.7 28.2 5 1 2 3 4 5 6 60.7 50.4 51.7 48.2 48.5 46.0 6 1 2 3 4 5 6 42.5 45.1 48.4 52.0 50.2 50.7 7 1 2 3 4 5 50.9 49.2 46.6 44.3 42.8 8 1 2 3 4 5 42.8 44.6 46.7 49.7 54.1 RECEIVER LEQ(H) LIO 56 70.8 74.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 28.1 28.7 30.2 37.5 37.2 34.4 42.6 37.8 36.6 38.0 40.1 41.4 40.3 42.5 2 12 3 46.7 50.7 56.6 3 123456789 10 11 12 13 14 55.7 50.3 45.9 43.2 40.1 40.7 38.2 35.8 35.5 34.3 40.3 32.2 35.8 36.4 4 12 3 29.6 28.3 27.6 5 1 2 3 4 5 6 65.5 59.9 59.4 54.0 52.4 48.8 6 1 2 3 4 5 6 46.0 49.2 54.0 58.8 57.9 62.8 7 1 2 3 4 5 55.2 50.1 46.9 44.5 42.8 8 1 2 3 4 5 42.7 44.5 46.7 49.8 53.5 1 RECEIVER LEQ(H) LIO 57 65.9 59.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.7 33.8 34.9 42.0 41.9 40.0 52.5 50.1 52.9 56.5 59.5 57.1 50.5 47.9 2 12 3 45.8 43.5 40.8 3 123456789 10 11 12 13 14 UC0NT2.STA 8/1/01 4:34 PM 40.4 43.4 45.0 46.7 48.4 53.8 54.9 52.7 49.4 46.8 49.6 38.5 41.0 40.6 4 12 3 33.9 32.3 31.6 5 1 2 3 4 5 6 41.3 36.2 39.0 38.1 40.5 39.2 6 1 2 3 4 5 6 35.6 37.5 38.9 39.3 35.5 41.2 7 1 2 3 4 5 34.8 34.3 33.8 33.0 32.6 8 1 2 3 4 5 32.8 33.4 34.0 34.8 35.4 RECEIVER LEQ(H) LIO 58 57.8 61.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 31.3 32.0 33 .3 40.9 41.2 39.1 49.0 44. .2 46.1 46.1 46.0 44.7 43.3 42 .9 2 1 2 3 41.1 39.7 37.5 3 1 2 3 4 5 5 7 £ 3 9 10 11 12 13 14 36.1 37.9 39.5 40.3 39.9 40.9 41.7 41, .6 41.7 40.5 45.1 36.4 39.7 39.9 4 1 2 3 32.3 30.7 30.2 5 1 2 3 4 5 6 40.0 35.0 37.9 37.4 40.1 39.1 6 1 2 3 4 5 6 34.7 36.8 37 .9 37.6 33 .8 38.0 7 1 2 3 4 5 30.9 28.7 26.9 25.2 23.9 8 1 2 3 4 5 24.1 25.3 27.0 28.9 31.1 RECEIVER LEQ(H) LIO 59 56.3 59.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 30.5 31.5 32.9 41.6 42.4 41.2 51.5 42, ,2 41.5 42.8 41.8 39.7 35.1 37.6 2 1 2 3 37.1 35.8 34.0 3 1 2 3 4 5 5 7 £ 3 9 10 11 12 13 14 32.4 34.1 35.5 33.3 33.4 36.9 37.8 35, .9 35.4 36.9 45.0 36.4 39.6 40.0 4 1 2 3 32.0 30.0 28.9 5 1 2 3 4 5 6 36.8 32.0 35.0 34.7 37.7 37.0 5 1 2 3 4 5 6 32.4 34.4 35.3 34.7 30.6 34.6 7 1 2 3 4 5 UC0NT2.STA 8/1/01 4:34 PM 27.5 25.1 23.4 22.0 20.7 1 2 3 4 5 20.5 22.3 23.4 25.3 27.5 RECEIVER LEQ(H) LIO 60 58.2 61.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123455789 10 11 12 13 14 31.5 33.1 35.0 43.6 45.3 44.9 54.0 42.7 41.3 41.0 40.7 39.3 35.8 37.1 2 12 3 36.0 35.1 33.4 3 123455789 10 11 12 13 14 32.3 34.0 35.2 34.6 34.4 37.8 38.4 37.7 38.4 39.5 49.2 41.5 43.8 42.7 4 12 3 34.0 32.1 31.0 5 1 2 3 4 5 6 35.5 31.4 34.9 34.6 37.2 36.3 6 1 2 3 4 5 6 32.0 34.0 35.0 34.2 29.9 34.5 7 1 2 3 4 5 27.9 25.6 24.1 22.5 21.5 8 1 2 3 4 5 21.7 22.9 24.2 25.7 27.6 1 RECEIVER LEQ(H) LIO 51 58.4 62.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 32.2 33.3 34.7 44.8 48.2 46.1 54.2 41.1 39.7 40.1 39.6 38.2 35.7 36.5 2 12 3 35.1 34.5 32.8 3 123456789 10 11 12 13 14 31.9 33.6 34.4 34.4 33.9 37.0 37.6 37.3 37.8 38.7 48.6 42.2 45.3 43.7 4 12 3 34.8 31.8 30.5 5 1 2 3 4 5 6 36.5 31.4 35.2 34.5 36.8 35.9 5 1 2 3 4 5 5 31.8 33.8 34.8 34.0 29.4 34.2 7 1 2 3 4 5 27.8 25.5 24.2 22.7 21.3 8 1 2 3 4 5 21.6 22.9 24.3 25.7 27.5 RECEIVER LEQ(H) LIO 62 57.8 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA UC0NT2.STA 8/1/01 4:34 PM ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 34.7 35.6 36.7 47.2 48.7 46.3 51.6 40, .4 38.6 38.9 38.8 37 .2 35.1 35.7 2 1 2 3 34.2 33 .7 32.1 3 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 31.3 33.0 33.5 33.6 33 .2 36.1 36.5 36, .3 36.8 37.5 47.7 42.3 46.5 45.2 4 1 2 3 35.2 34.0 33.2 5 1 2 3 4 5 5 35.7 30.8 34.4 33.8 36.1 35.2 5 1 2 3 4 5 5 31.6 33 .4 34.5 33.6 28.9 33.7 7 1 2 3 4 5 27.5 25.6 24.4 23.0 21.8 8 1 2 3 4 5 21.8 23.1 24.4 25.7 27 .2 RECEIVER LEQ(H) LIO 63 62.7 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 f 3 9 10 11 12 13 14 35.7 36.9 38.5 49.7 57.2 54.8 54.4 40 .1 39.1 38.3 37.4 37.2 33.9 33.7 2 1 2 3 34.2 33.1 31.5 3 1 2 3 4 5 5 7 £ 3 9 10 11 12 13 14 30.9 32.6 33.0 33.2 33.5 36.2 35.9 37, .4 38.1 38.8 51.6 50.1 53.2 48.8 4 1 2 3 37.5 35.5 34.3 5 1 2 3 4 5 5 34.4 29.7 33.0 32.8 35.2 34.3 6 1 2 3 4 5 6 30.3 32.3 33 .2 32.3 28.2 32.7 7 1 2 3 4 5 26.2 24.9 23.7 22 .4 21.7 8 1 2 3 4 5 22.0 22.7 23.9 25.1 26.4 RECEIVER LEQ(H) LIO 64 64.7 58.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 39.5 41.0 44.0 50.0 57.9 47.2 50.9 38.5 37.5 36.6 36.2 35.8 32.3 32.4 2 12 3 32.8 31.8 30.2 UC0NT2.STA 8/1/01 4:34 PM 3 123456789 10 11 12 13 14 29.7 31.3 31.8 31.9 32.0 34.6 35.2 35.7 36.7 37.6 48.3 44.9 55.6 57.1 4 12 3 43.4 40.4 38.8 5 1 2 3 4 5 6 33.3 28.4 32.0 31.6 33.9 33.0 6 1 2 3 4 5 6 29.4 31.3 32.2 31.3 26.9 31.6 7 1 2 3 4 5 25.3 24.2 23.4 22.3 21.7 8 1 2 3 4 5 21.9 22.5 23.5 24.5 25.3 RECEIVER LEQ(H) LIO 65 63.8 57.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123455789 10 11 12 13 14 44.0 46.1 47.4 59.8 53.5 44.7 49.2 37.9 37.1 35.1 35.8 35.6 31.5 32.0 2 12 3 32.2 31.2 29.5 3 123456789 10 11 12 13 14 29.2 30.8 31.3 31.2 31.2 33.9 34.5 35.6 36.5 37.6 47.1 43.7 52.3 57.8 4 12 3 45.6 43.1 42.5 5 1 2 3 4 5 6 32.6 27.7 31.5 31.0 33.3 32.5 6 1 2 3 4 5 6 29.0 30.9 31.8 30.8 25.4 31.1 7 1 2 3 4 5 25.0 23.9 23.2 22.2 21.4 8 1 2 3 4 5 21.8 22.5 23.2 24.1 24.9 L RECEIVER LEQ(H) LIO 66 61.3 54.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123455789 10 11 12 13 14 43.3 46.7 50.5 58.7 40.2 33.2 36.9 26.4 26.1 25.6 25.4 25.5 23.0 23.3 2 12 3 23.8 24.0 23.0 3 123455789 10 11 12 13 14 22.8 24.0 23.5 23.1 22.9 25.1 25.0 24.9 24.9 25.3 35.4 31.7 39.0 54.7 4 12 3 47.4 43.8 41.7 5 1 2 3 4 5 6 24.6 19.4 23.4 22.9 25.2 24.5 UCONT2.STA 8/1/01 4:34 PM 6 1 2 3 4 5 6 21.9 23.5 24.8 24.5 19.8 24.7 7 1 2 3 4 5 18.8 18.2 17.6 17.0 16.5 8 1 2 3 4 5 16.5 16.9 17.6 18.2 18.8 RECEIVER LEQ(H) LIO 67 57.8 61.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 27 .7 28.3 29. 6 37.7 38.1 35.1 43.1 37, .1 37.8 37.4 38.8 41. 8 39.6 39.9 2 1 2 3 41.1 42.2 43.8 3 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 41.0 40.0 38.8 38.0 35.8 38.9 37.1 34. .9 34.5 34.3 40.1 32 .3 36.2 35.7 4 1 2 3 29.9 27.6 25.4 5 1 2 3 4 5 6 47.8 42 .5 45.7 44.7 45.9 45.1 6 1 2 3 4 5 6 40.0 42.4 44.2 44.0 39.7 44.5 7 1 2 3 4 5 37.1 33.3 30.6 28.2 25.4 8 1 2 3 4 5 26.4 28.3 30.4 33 .2 36.9 RECEIVER LEQ(H) LIO 68 59.3 62.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 29.7 30.1 31.3 39.3 40.2 38.2 46.6 40, .7 41.4 41. 42 .4 44.8 43 .3 43.9 2 1 2 3 44.9 45.1 44.5 3 1 2 3 4 5 5 7 £ 3 9 10 11 12 13 14 43.0 43.9 43.4 42.2 41.3 42 . 5 40.8 39, .0 38.2 37 . 43.1 34.8 38.1 38.4 4 1 2 3 31.4 29.4 28.5 5 1 2 3 4 5 6 47.1 41.8 45.0 43.9 45.5 43.8 6 1 2 3 4 5 6 40.6 43.2 44.7 44.7 40.5 45.4 7 1 2 3 4 5 38.9 36.8 35.4 34.0 32.0 8 1 2 3 4 5 32.1 33.6 35.5 37.1 39.2 RECEIVER LEQ{H) LIO 59 59.6 62.8 UC0NT2.STA 8/1/01 4:34 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.2 30.7 32.4 40.1 41.0 39.1 48.0 42.6 43.5 44.2 44.4 47.1 45.4 46.2 2 12 3 46.0 45.5 43.3 3 123456789 10 11 12 13 14 42.2 44.2 44.3 43.7 43.3 44.7 42.6 41.1 40.2 39.6 44.6 35.9 39.1 39.1 4 12 3 31.9 30.3 29.6 5 1 2 3 4 5 5 45.8 40.0 43.4 42.2 43.9 42.3 5 1 2 3 4 5 6 38.9 41.3 42.8 42.8 38.7 44.0 7 1 2 3 4 5 37.6 35.7 34.2 32.7 31.5 8 1 2 3 4 5 31.4 33.0 34.3 35.8 37.9 1 RECEIVER LEQ(H) LIO 70 59.3 62.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.3 31.0 32.7 40.4 41.3 39.3 48.5 43.4 44.3 44.7 44.5 47.5 45.5 46.2 2 12 3 44.8 44.0 41.8 3 123456789 10 11 12 13 14 40.8 42.9 43.2 43.8 43.0 44.7 42.5 41.5 40.8 39.9 45.0 36.3 39.5 39.4 4 12 3 32.2 30.6 29.8 5 1 2 3 4 5 6 44.6 38.9 42.3 41.3 43.0 41.5 6 1 2 3 4 5 6 37.9 40.2 41.6 41.5 37.4 42.7 7 1 2 3 4 5 36.2 34.3 32.7 31.2 29.9 8 1 2 3 4 5 30.1 31.3 32.9 34.4 36.3 L RECEIVER LEQ(H) LIO 71 59.1 62.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.8 32.5 33.7 41.5 42.0 39.8 50.4 46.9 49.0 49.5 UC0NT2.STA 8/1/01 4:34 PM 48 . 0 45.3 40.9 42.6 2 1 2 3 41.4 39.5 37.4 3 1 2 3 4 5 6 11 12 13 14 36.2 38.3 40.0 39.2 38.3 42.2 46.4 37 .3 40.3 40.5 4 1 2 3 33.4 31.8 31.1 5 1 2 3 4 5 5 39.3 34.6 37 .3 36.7 39.5 38.5 6 1 2 3 4 5 6 34.4 36.4 37.3 37.2 32.8 37.7 7 1 2 3 4 5 31.1 29.2 27.5 26.3 25.1 8 1 2 3 4 5 25.3 26.7 27 .8 29 .2 31.2 10 RECEIVER LEQ(H) LIO 72 57.0 60.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ ! 9 10 11 12 13 14 32.1 33.0 34.0 41.4 41.8 39.4 48.2 44, .4 47.3 47.9 44.7 42.1 37.8 36.8 2 1 2 3 37.8 38.3 36.2 3 1 2 3 4 5 6 7 ! 3 9 10 11 12 13 14 34.8 35.4 34.7 35.3 35.7 39.2 40.6 41 .7 41.2 39.3 43 .2 35.7 38.9 39.7 4 1 2 3 33.0 31.4 30.6 5 1 2 3 4 5 6 38.1 33 .4 36.4 35.7 38.7 37.9 6 1 2 3 4 5 6 33.6 35.6 36.4 36.3 31.4 36.5 7 1 2 3 4 5 29 . 8 27 .8 24.7 22 .9 21.9 8 1 2 3 4 5 22.0 23.0 24.3 27.6 30.1 RECEIVER LEQ(H) LIO 73 72.0 75.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.7 38.6 40.1 49.0 52.7 54.7 70.2 51.5 48.7 46.4 42.9 41.6 38.1 37.4 2 12 3 37.0 36.2 34.4 3 123456789 10 11 12 13 14 34.0 36.0 36.7 37.3 37.6 41.6 45.0 47.7 49.0 50.5 65.4 53.2 53.1 50.0 4 12 3 UC0NT2.STA 8/1/01 4:34 PM 40.2 38.1 37.1 1 2 3 4 5 6 36.5 31.9 34.7 34.5 36.9 35.9 1 2 3 4 5 6 32.1 34.1 35.0 34.6 30.3 35.4 1 2 3 4 5 29.1 28.2 27.6 26.8 26.8 1 2 3 4 5 27.1 27.3 27.7 28.5 29.4 RECEIVER LEQ(H) LIO 74 71.8 75.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.6 38.7 40.7 51.2 58.1 62.6 69.1 45.1 43.3 41.6 40.3 39.5 35.4 35.6 2 12 3 35.6 34.7 33.0 3 123456789 10 11 12 13 14 32.6 34.5 34.9 35.5 35.7 39.3 40.6 42.2 44.1 46.0 64.2 59.1 57.0 52.0 4 12 3 41.6 39.3 38.0 5 1 2 3 4 5 6 35.4 30.7 33.8 33.6 36.0 35.0 6 1 2 3 4 5 6 31.2 33.2 34.1 33.4 29.4 34.1 7 1 2 3 4 5 27.8 26.7 25.0 25.1 24.7 8 1 2 3 4 5 25.2 25.6 25.1 27.0 28.0 1 RECEIVER LEQ(H) LIO 75 58.4 62.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 34.1 35.1 36.3 47.7 49.7 47.5 52.5 40.2 38.7 38.7 38.9 37.3 34.9 35.8 2 12 3 34.2 33.7 31.9 3 123455789 10 11 12 13 14 31.2 32.9 33.5 33.5 33.2 36.2 36.5 35.3 37.0 37.8 48.2 43.0 47.0 45.5 4 12 3 35.1 33.4 32.5 5 1 2 3 4 5 5 35.5 30.6 34.3 33.7 36.0 35.1 5 1 2 3 4 5 6 31.4 33.2 34.2 33.4 28.7 33.5 7 1 2 3 4 5 27.2 25.3 24.1 22.6 21.3 8 1 2 3 4 5 21.5 22.9 24.1 25.5 27.0 UC0NT2.STA 8/1/01 4:34 PM RECEIVER LEQ(H) LIO 76 57.6 61.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 38.2 35.7 37.2 48.1 49.5 46.1 50.7 39.0 37.4 37.5 37.7 36.2 33.9 34.8 2 12 3 33.3 32.8 31.2 3 123456789 10 11 12 13 14 30.4 32.1 32.7 32.6 32.2 35.1 35.4 35.2 35.8 36.4 45.7 41.9 46.8 45.9 4 12 3 35.8 34.2 33.1 5 1 2 3 4 5 6 34.9 30.0 33.6 33.0 35.4 34.5 6 1 2 3 4 5 6 30.9 32.6 33.7 32.8 28.0 32.9 7 1 2 3 4 5 26.6 24.6 23.3 22.0 20.7 8 1 2 3 4 5 20.8 22.3 23.4 24.7 26.3 1 RECEIVER LEQ(H) LlO 77 57.9 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 39.5 35.1 37.5 50.2 50.4 45.8 49.7 37.7 36.3 35.4 36.6 35.2 32.2 33.7 2 12 3 32.3 31.7 30.1 3 123456789 10 11 12 13 14 29.4 31.0 31.7 31.4 31.3 34.3 34.0 34.4 35.0 35.4 45.9 41.7 47.4 47.7 4 12 3 36.4 34.0 32.3 5 1 2 3 4 5 6 33.7 28.8 32.6 32.0 34.4 33.5 5 1 2 3 4 5 6 29.9 31.6 32.6 31.7 27.0 31.8 7 1 2 3 4 5 25.4 23.6 22.4 21.1 19.9 8 1 2 3 4 5 20.2 21.3 22.5 23.7 25.2 1 RECEIVER LEQ(H) LlO 78 58.1 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 UC0NT2.STA 8/1/01 4:34 PM 11 12 13 14 42.4 43.8 45.7 52.1 48.0 41.5 34.0 34.2 31.3 33 .0 2 1 2 3 31.9 31.3 29.7 3 1 2 3 4 5 5 11 12 13 14 29.2 30.7 31.3 31.0 31.0 33.7 43.9 39.9 46.5 50.1 4 1 2 3 43 .9 41.2 39.2 5 1 2 3 4 5 5 33.0 28.2 31.9 31.4 33 .7 32.9 5 1 2 3 4 5 6 29.5 31.1 32.1 31.2 26.5 31.3 7 1 2 3 4 5 25.1 23.5 22.7 21.4 20.6 8 1 2 3 4 5 20.7 21.7 22 .9 23 .9 25.0 10 UC0NT2.STA 8/1/01 4:34 PM ATTACHMENT 2 KEY TO ATTACHMENTS 2 *.STA *.OPT UlNBAR STAMINA output file OPTIMA output file Future traffic conditions, no constracted sound barriers, first-floor receivers U2NBAR Future tiraffic conditions, no constracted sound barriers, second- floor receivers UIWALL Future traffic conditions, with constracted sound barriers, first- floor receivers U2WALL Future traffic conditions, with constracted sound barriers, second- floor receivers ************************* 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 tJNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Calavera Hills - Village U - daytime traffic EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .00 .00 .000 2.300 8.000 CODE DESCRIPTION 1 RECEIVER HEIGHT ADJUSTMENT 2 A-WEIGHTED SOUND LEVEL ONLY 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 7 HEIGHT ADJUSTMENT FOR TYPE5 VEHICLES (VEH5) MT--CALVENO CO = 35.30 Cl = 25.60 SO = 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl 19.20 SO .00 .00 .00 OROADWAY College Blvd - Alignment 1 - nb - south of CVD VEHICLE TYPE VEHICLES/HOUR 51 52 53 54 CARS HT MT VEH4 VEH5 VEH6 0. 0. 0. 733. 27. 10. COORDINATES- X Y 6242746.4 2004250.1 6242697.3 2004338.8 6242641.1 2004425.4 6242567.9 2004525.4 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 266.0 272.0 278.0 284.0 GRADE 1 1 1 1 UINBAR.STA 9/5/01 9:10 AM 55 6242321.1 2004861.6 304.0 1 56 6242172.9 2005062.9 316.0 1 57 6242116.1 2005139.7 322.0 1 58 6241879.2 2005461.6 350.0 1 59 6241842.3 2005514.7 354.0 1 60 6241806.7 2005572.6 358.0 1 61 6241772.6 2005639.4 362.0 1 62 6241739.8 2005719.7 366.0 1 63 6241709.8 2005821.0 370.0 1 64 6241696.1 2005887.2 372.0 1 65 6241684.5 2005970.1 374.0 1 OROADWAY 2 College Blvd - Alignment 1 - nb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 Q -pnopnTMATPC X Y Z GRADE 65 6241684.5 2005970.1 374.0 1 66 6241682.3 2006070.4 375.4 1 67 6241691.1 2006188.5 376.0 1 68 6241710.4 2006288.5 378.0 0 OROADWAY 3 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 0 -CnORnTMATPQ X Y Z GRADE 5 6241669.8 2006299.1 378.0 0 6 6241649.8 2006196.0 376.0 0 7 6241639.8 2006071.6 375.4 0 8 6241643.6 2005967.2 374.0 0 9 6241653.6 2005881.0 372.0 0 10 6241668.6 2005811.0 370.0 0 11 6241700.4 2005705.4 366.0 0 12 6241734.8 2005621.6 362.0 0 13 6241770.4 2005552.2 358.0 0 14 6241807.3 2005491.3 354.0 0 15 6241845.4 2005437.2 350.0 0 16 6242083.1 2005114.1 322.0 0 17 6242138.9 2005038.2 316.0 0 18 6242286.7 2004836.6 304.0 0 19 6242534.2 2004501.0 284.0 0 OROADWAY 4 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5, 27 . 50.0 VEH6 10. 50.0 n -CnORnTNATFCl X Y Z GRADE 19 6242534.2 2004501.0 284.0 0 20 6242606.7 2004401.6 278.0 0 21 6242661.1 2004317.2 272.0 0 22 6242708.6 2004231.0 266.0 0 U1NBAR.STA 9/5/01 9:10 AM OROADWAY College Blvd - Alignment 1 - nb - north of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 0 __r'nnpnTMA'ppQ X Y Z GRADE 68 6241710.4 2006288.5 378.0 0 69 6241740.4 2006386.0 377.0 0 1 6241752.5 2006417.0 376.0 0 2 6241783.9 2006487.6 374.0 0 3 6241817.6 2006549.6 372.0 0 4 6241887.3 2006652.5 370.0 0 5 6241954.9 2006738.1 368.0 0 OROADWAY 5 College Blvd - Alignment 1 - sb - north of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 0 --pnnRnTiMaTP<5 X Y Z GRADE 14 6241918.5 2006760.0 368.0 1 15 6241881.3 2006712.9 370.0 1 16 6241826.9 2006641.0 372.0 1 17 6241763.1 2006538.4 374.0 1 18 6241714.9 2006437.1 376.0 1 4 6241701.7 2006402.9 377.0 1 5 6241669.8 2006299.1 378.0 0 OROADWAY 7 Carlsbad Village Drive - westbound VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 534. 45.0 VEH5 10. 45.0 VEH6 2. 45.0 0 pnriR nTMa TT? C , X Y Z GRADE 1 6241698.9 2006356.0 378.0 1 2 6241601.7 2006384.3 379.5 1 3 6241504.5 2006411.0 381.0 1 4 6241403.5 2006429.1 381.2 0 5 6241303.8 2006436.9 380.0 0 6 6241201.4 2006434.8 377.4 0 OROADWAY 8 Carlsbad Village Drive - eastbound VEHICLE TYPE VEHICLES/HOUR CARS HT MT VEH4 VEH5 VEH6 0. 0. 0. 534. 10. 2. -COORDINATES- Y SPEED 30.0 30.0 30.0 45.0 45.0 45.0 GRADE U1NBAR.STA 9/5/01 9:10 AM 6 7 8 9 10 11 6241204.3 6241301.6 6241400.0 6241495.5 6241591.0 6241686.6 2006392. 2006394. 2006387, 2006370, 2006343. 2006315. 377.4 380.0 381.2 381.0 379.5 378.0 BARRIER TYPE(A) College edge east --COORDINATES — X Y Z ZO 15 6242778, ,2 2004266. ,5 266, .0 266, .0 16 6242727. .5 2004357. ,5 272, .0 272, ,0 17 6242669. .9 2004445. .3 278, .0 278, ,0 18 6242596. .3 2004546. .0 284, .0 284, .0 18a 6242525, ,6 2004643. .4 289, .8 289, .8 19 6242349. ,4 2004882, .8 304. .0 304, ,0 20 6242201, .5 2005083, .9 316, .0 316, .0 21 6242143, .9 2005162, .4 322, .0 322, .0 22 6241907. .7 2005482, ,8 350, .0 350, .0 23 6241871. .3 2005534, ,6 354, .0 354, .0 DELZ .0 BARRIER TYPE(A) College edge east cont'd X Y Z ZO 23 6241871. ,3 2005534. ,6 354. ,0 354. ,0 24 6241839, .0 2005590, .5 358, .0 358. ,0 25 6241806. .7 2005655, .8 362, .0 362. .0 26 6241774. .8 2005732, .8 366, ,0 366. .0 27 6241745. ,9 2005829. ,7 370, .0 370, .0 28 6241732. .7 2005892. .9 372. .0 372. ,0 29 6241722, .3 2005972, .8 374, .0 374, .0 30 6241719, ,5 2006069, .7 375, .4 375, .4 DELZ BARRIER TYPE(A) College edge east cont'd2 30 31 32 33 34 35 36 37 38 X 6241719. 6241728. 6241744, 6241772. 6241785, 6241815. 6241847. 6241913. 6241982, COORDINATES- Y 2006069.7 2006181.5 2006279.7 2006372.0 2006403.8 2006472.8 2006530.3 2006629.8 2006715.2 z ZO 375, .4 375, .4 376, .0 376, .0 378. ,0 378, .0 377 . ,0 377, .0 376. ,0 376, .0 374. ,0 374, .0 372, ,0 372, .0 370. ,0 370, .0 368, .0 368, .0 DELZ BARRIER 4 TYPE(A) Building 12 -COORDINATES- X Y Z ZO DELZ P 1 6242374.2 2004984.2 322. ,9 302. 9 .0 0 2 6242340.0 2004959.1 322. 9 302. 9 3 6242414.9 2004857.1 322. ,9 302. 9 4 6242449.6 2004882.7 322. 9 302. 9 BARRIER 5 TYPE(A) Building 11 COORDINATES X Y Z ZO DELZ P 5 6242479.7 2004824.3 321, .2 301. .2 .0 0 6 6242471.3 2004800.6 321, .2 301, .2 7 6242479.1 2004794.7 321, .2 301, ,2 8 6242473.3 2004778.8 321, ,2 301, .2 9 6242512.5 2004765.2 321, ,2 301, .2 10 6242554.1 2004883.7 321 .2 301 .2 11 6242516.8 2004897.7 321, .2 301 .2 UINBAR.STA 9/5/01 9:10 AM BARRIER TYPE (A) Building 10 12 13 14 15 X 6242524 6242564 6242569 6242550 •-COORDINATES- Y 5 2004915.5 7 2004913.5 5 2004975.5 6 2004975.5 Z 321.4 321.4 321.4 321.4 ZO 301.4 301.4 301.4 301.4 DELZ .0 BARRIER TYPE(A) Building 9 16 17 18 19 X 6242504. -COORDINATES- Y 3 2005008.7 6242538.7 2005029.1 6242472.9 2005137.8 6242437.3 2005116.0 Z 324.3 324.3 324.3 324.3 ZO 304.3 304.3 304.3 304.3 DELZ .0 BARRIER 8 TYPE(A) Building 26 20 21 22 23 X 6241851. -COORDINATES- Y 5 2006229.9 6241809.8 2006233.1 6241801.7 2006106.5 6241842.0 2006103.4 Z 383.6 383.6 383.6 383.6 ZO 363.6 363.6 363.6 363.6 DELZ .0 BARRIER TYPE(A) Pad edges 1 2 3 4 5 6 7 8 9 10 X 6241857 6241843 6241832 6241822 6241817 6241808 6241800 6241790 6241777 6241768 --COORDINATES- Y .3 2006239. .0 2006245. .1 2006247. .6 2006248. .0 2006248. .3 2006249. .2 2006250. .1 2006251. .4 2006251.8 .4 2006249.4 z ZO 366, .0 366, ,0 358, .0 368, .0 369, .1 369, .1 370 .0 370, .0 370, .5 370, .5 371, .3 371, .3 372, .0 372, .0 372, .6 372. .6 373, .5 373. ,5 374, ,2 374. ,2 DELZ .0 BARRIER 10 TYPE (A) Pad edges (cont.1) 10 11 12 13 14 15 16 17 18 19 X 6241768 6241760 6241756 6241754 6241750 6241747 6241743 6241739 6241745 6241769 -COORDINATES- Y 2006249.4 2006242.9 2006226.3 2006182.2 2006119.2 2006045.6 2005967 .1 ,8 2005891.1 4 2005846.2 2 2005790.3 z ZO 374, .2 374, .2 376, ,0 376, .0 378. ,2 378, ,2 377, , 9 377 , . 9 377. ,3 377, .3 375. ,6 375, ,6 374, .5 374. .5 371, .5 371, .5 370, .0 370, .0 368, ,0 358, .0 DELZ .0 BARRIER 11 TYPE (A) Pad edges (cont.2) 19 20 21 22 23 24 25 26 27 28 X 6241769. 6241811. 6241813, 6241842. 6241893. 6241918. 6241986, 6242071. 6242119. 6242141, COORDINATES- Y 2005790.3 2005768.2 2005700.1 2005595.0 2005542. 2005508. 2005381. 2005265. 2005200. 2005181.5 z ZO 368, .0 368, ,0 366, .7 366, ,7 364, .0 364, .0 358, .0 358, .0 354, .0 354, .0 352, .0 352, ,0 342, .0 342, ,0 332, .0 332, .0 336, .0 326, ,0 324, .0 324, .0 DELZ U1NBAR.STA 9/5/01 9:10 AM BARRIER 12 TYPE (A) Pad edges (cont.3) 28 29 30 31 32 33 34 35 36 37 X 6242141. 6242165. 6242185. 6242201. 6242225. 6242233. 6242241. 6242252. 6242260. 6242271. COORDINATES- Y 2005181.5 2005156.5 2005130.1 2005107.9 2005076.0 2005064.7 2005054.2 2005043.2 2005041.5 2005045.0 Z 324. 322. 320. 318, 316, 315. 314, 312. 310, 308. ZO 324.0 322.0 320.0 318.0 316.0 315. 314. 312. 310. 308. DELZ .0 BARRIER 13 TYPE(A) Pad edges (cont.4) -COORDINATES- X Y Z ZO 37 6242271, .9 2005045, .0 308, .0 308, .0 38 6242279, ,9 2005050, ,0 307, .0 307, .0 39 6242288. .5 2005055, .2 306, .2 306, .2 40 6242297. ,1 2005060, .8 306, .1 306, .1 41 6242305, .2 2005065, .9 306, .1 306, .1 42 6242314, .9 2005074, .8 306, .0 306, .0 DELZ .0 BARRIER 14 TYPE (A) Pad edges (cont.5) 43 44 45 46 47 48 49 50 X 6242366. 6242359. 6242353, 6242346. 6242336. 6242322. 6242311, 6242316. COORDINATES- Y 2005023.0 2005011.4 2005001.2 2004989.4 8 2004977.3 2004966.0 2004955.8 8 2004943.5 Z ZO 308, .6 308. .6 309, ,0 309, .0 309, .2 309, .2 309, ,0 309, .0 309, .4 309, .4 310, .8 310, .8 310, .4 310, .4 318, .0 308, .0 DELZ BARRIER 15 TYPE(A) Pad edges (cont.6) 50 51 52 52a COORDINATES- X Y 6242316.8 2004943.5 6242344.0 2004914.6 6242376.7 2004879.3 6242402.9 2004840.0 z ZO DELZ P 308, .0 308, .0 .0 0 306, .0 306, .0 303, .9 303, .9 301. ,5 301, .5 BARRIER 16 TYPE (A) Pad edges (cont.7) -COORDINATES- X Y Z ZO DELZ P 52a 6242402. .9 2004840. ,0 301, .5 301, .5 .0 0 53 6242418. .4 2004797. .0 299. .7 299, .7 53a 6242442. ,9 2004772. ,1 299, .0 299, .0 54 6242473. .2 2004760. ,5 298, .3 298, .3 54a 6242500. ,0 2004751. ,3 301, ,2 301, .2 55 6242522, .4 2004743, .6 301, .2 301, ,2 55a 6242530. .7 2004766, ,3 301, .2 301, .2 BARRIER 17 TYPE (A) Pad edges (cont.8) -COORDINATES- X Y Z ZO DELZ P 55a 6242530, .7 2004766. .3 301, .2 301, .2 .0 0 56 6242540, .1 2004791, .3 301, .2 301, .2 57 6242549, ,6 2004819, ,3 301, .2 301, .2 58 6242561, .4 2004851, .3 301, .2 301, .2 59 6242573, .7 2004885, .8 301, .2 301, .2 UINBAR.STA 9/5/01 9:10 AM 60 61 62 6242583.7 2004916.2 301.4 301.4 6242588.9 2004958.1 301.4 301.4 6242576.3 2005019.6 301.4 301.4 First Floor Receivers (at 5 feet) -COORDINATES X Y Z 1 6241802, .1 2006229.6 368, .6 2 6241792, .0 2006215.4 368, .6 3 6241788, .0 2006138.0 368, .6 4 6241792, .3 2006065.8 363, .7 5 6241785, .6 2005988.8 363, .7 6 6241785, .5 2005919.3 360, .9 7 6241783, .5 2005840.7 360, .9 8 6241975, .5 2005695.0 320, .0 9 6241989, ,2 2005645.0 319, .0 10 6242029, .5 2005540.6 317, ,2 11 6242084, .8 2005541.9 317, .6 12 6242093, ,0 2005326.3 315, .2 13 6242129, .6 2005272.0 313, .9 14 6242172, .4 2005206.8 313, .9 15 6242214, .0 2005144.2 311, .7 16 6242249, .0 2005091.6 311, .7 17 6242267, .8 2005059.3 311, .7 18 6242351, ,9 2004928.9 307, ,9 19 6242395, .3 2004871.6 307, ,9 20 6242545, .6 2005038.8 309, .3 21 6242523, .5 2004775.5 306, .2 22 6242557, ,0 2004869.1 306, .2 23 6242576, .6 2004933.9 306, ,4 24 6242572, .5 2005005.2 306, .4 25 6242038, .8 2005569.1 319, .0 26 6242035, .9 2005478.7 317, .2 27 6242163, .8 2005432.4 314, .7 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS -RECEIVER ACROSS,ROADWAY 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 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 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 UINBAR.STA 9/5/01 9:10 AM .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER LEQ(H) LIO 1 61.1 64.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14.5 14.9 16.1 23.1 23.4 21.3 31.4 27.0 28.8 38.0 40.7 42.4 41.0 42.6 2 1 2 3 44.9 48.4 52.0 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 48.4 45.8 43.0 40.9 39.1 40.4 39.0 37.3 35.2 26.7 30.5 20.5 23.1 22.7 4 1 2 3 15.5 14.2 13 .7 5 1 2 3 4 5 6 54.3 46.2 47.4 44.7 44.8 42.2 6 1 2 3 4 5 6 39.1 41.7 44.8 47.6 44.8 51.0 7 1 2 3 4 5 43.5 39.3 36.4 34.1 32.2 8 1 2 3 4 5 32.0 34.3 36.6 39.6 44.2 RECEIVER LEQ(H) LIO 2 60.7 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 16.1 16.6 17.7 24.7 25.0 22.9 32.8 33, .9 37.4 38.9 40.9 42.6 41.0 42.5 2 1 2 3 44.9 48.3 50.8 3 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 46.7 45.5 42.8 40.6 39.0 40.3 39.2 37 .5 36.2 34.7 34.1 22.0 24.6 24.3 4 1 2 3 17 .2 15.8 15.3 5 1 2 3 4 5 6 U1NBAR.STA 9/5/01 9:10 AM 53.5 46.4 47.5 44.9 45.0 42.3 1 2 3 4 5 6 39.2 41.9 45.1 47.2 44.3 50.4 1 2 3 4 5 43.1 38.2 34.8 31.9 29.8 1 2 3 4 5 29.6 31.8 34.4 37.6 42.8 6 7 8 1 RECEIVER LEQ(H) LIO 3 60.1 63.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16.2 16.8 17.7 33.8 37.9 33.2 43.9 38.6 38.5 40.2 42.3 44.4 43.1 45.2 2 1 2 3 47.6 50.3 48.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 45.5 46.9 44.9 42.9 41.3 42.1 40.6 38.8 37.3 35.7 41.7 33.3 36.1 36.1 4 1 2 3 17.1 15.7 15.2 5 1 2 3 4 5 6 49.6 43.8 45.9 44.1 45.0 39.8 6 1 2 3 4 5 6 39.7 42.2 44.5 45.6 42.0 46.7 7 1 2 3 4 5 39.7 36.2 33.6 31.2 29.6 8 1 2 3 4 5 29.7 31.5 33.4 36.4 39.9 RECEIVER LEQ(H) LIO 4 58.6 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24.7 25.0 26.8 38.4 38.1 34.1 44.5 39.2 39.1 40.9 43.1 45.8 44.1 45.8 2 1 2 3 47.8 47.7 44.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 42.0 44.5 44.3 42.7 41.0 42.8 41.3 39.2 37.6 35.9 42.1 33.6 36.4 37.8 4 1 2 3 30.7 28.6 25.5 5 1 2 3 4 5 6 46.0 41.3 43.7 42.1 40.4 30.9 6 1 2 3 4 5 6 29.6 38.4 42.6 43.3 38.3 43.4 7 1 2 3 4 5 36.4 33.0 30.7 28.8 27.2 8 1 2 3 4 5 27.3 29.0 30.9 33.1 36.6 RECEIVER LEQ(H) LIO U1NBAR.STA 9/5/01 9:10 AM 5 59.4 62.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26.2 27.1 29.9 39.2 38.4 35.5 45.4 40.3 40.2 42.5 44.9 48.2 47.5 48.6 2 1 2 3 49.0 46.8 43.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 41.5 44.1 45.3 44.6 43.7 45.3 43.0 40.7 38.8 36.8 43.0 34.4 37.2 38.2 4 1 2 3 31.2 29.7 29.1 5 1 2 3 4 5 6 44.3 39.6 42.3 40.9 39.6 31.0 6 1 2 3 4 5 6 28.4 37.6 41.5 41.9 37.2 42.5 7 1 2 3 4 5 35.7 33.2 31.1 29.1 27.8 8 1 2 3 4 5 27.8 29.5 31.1 33.4 36.1 RECEIVER LEQ(H) LIO 6 59.7 63.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.5 31.1 32.1 39.5 38.6 36.6 46.1 40.2 40.5 43.2 46.2 50.2 50.4 50.4 2 1 2 3 47.0 44.4 41.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 39.8 42.0 44.1 45.8 45.4 46.4 43.6 41.0 38.9 36.8 43.3 34.7 37.8 38.3 4 1 2 3 31.8 30.1 29.5 5 1 2 3 4 5 6 42.6 37.6 41.0 39.7 37.3 31.0 6 1 2 3 4 5 6 28.4 34.9 40.4 40.5 35.7 41.1 7 1 2 3 4 5 34.4 31.7 29.7 27.7 26.4 8 1 2 3 4 5 26.6 27.9 29.7 32.0 34.6 RECEIVER LEQ(H) LIO 7 60.6 64.2 ROADWAY SEGMENT SOiniD LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 30.9 31.6 32.7 40.0 39.3 37.5 45.2 38.8 40.8 43.8 UINBAR.STA 9/5/01 9:10 AM 47.9 53.4 52.4 50.1 2 1 2 3 47.0 43.8 40.9 3 1 2 3 4 5 6 11 12 13 14 39.5 42.6 44.8 46.4 47.0 48.2 41.7 35.0 38.5 38.7 4 1 2 3 32.1 30.7 30.0 5 1 2 3 4 5 6 41.9 36.4 39.9 38.8 36.2 31.5 6 1 2 3 4 5 6 28.9 33.7 39.6 39.5 35.4 40.8 7 1 2 3 4 5 34.1 32.2 30.8 29.4 28.2 8 1 2 3 4 5 28.4 29.8 31.0 32.5 34.5 10 RECEIVER LEQ(H) LIO 8 55.0 58.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23.5 24.2 26.1 39.7 40.4 34.7 47.7 41.7 44.0 43.8 42.1 40.0 39.9 40.0 2 1 2 3 38.1 36.8 35.0 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.9 34.5 35.8 36.2 35.2 36.5 37.4 38.0 37.9 36.2 42.1 34.0 36.7 38.6 4 1 2 3 30.5 28.0 23.6 5 1 2 3 4 5 6 32.9 25.2 28.7 34.8 38.6 37.9 6 1 2 3 4 5 6 33.4 35.4 35.5 29.1 24.4 33.9 7 1 2 3 4 5 27.8 25.2 23.4 21.6 20.4 8 1 2 3 4 5 20.8 21.7 23.3 25.3 27.9 RECEIVER LEQ(H) LIO 9 55.2 58.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 23.8 24.8 26.8 40.3 40.9 35.3 48.5 42.0 43.7 44.4 42.2 39.7 38.2 39.4 2 12 3 37.8 36.4 34.7 3 123456789 10 11 12 13 14 32.7 34.3 35.7 35.8 33.1 36.5 37.6 38.5 37.7 36.4 42.8 34.5 37.1 39.0 UINBAR.STA 9/5/01 9:10 AM 4 1 30.8 2 29.2 3 28.0 5 1 2 3 4 5 6 33.1 24.9 28.5 34.7 38.3 37.6 6 1 2 3 4 5 6 33.1 35.1 35.3 28.9 24.3 33.9 7 1 2 3 4 5 27.8 25.2 23.4 21.7 20.5 8 1 2 3 4 5 20.7 21.9 23.3 25.3 27.6 RECEIVER LEQ(H) LIO 10 55.9 59.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25.1 26.1 29.2 41.5 42.3 36.9 51.2 42.3 42.0 43.1 41.9 39.8 35.3 38.0 2 1 2 3 37.2 35.8 34.0 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.5 34.1 35.5 33.8 33.5 36.9 37.9 37.3 36.7 36.9 44.8 35.6 38.3 39.9 4 1 2 3 31.8 29.7 28.9 5 1 2 3 4 5 6 32.6 24.7 28.1 34.7 37.7 37.1 6 1 2 3 4 5 6 32.4 34.5 35.0 28.7 24.2 33.6 7 1 2 3 4 5 27.6 25.1 23.4 21.9 20.8 8 1 2 3 4 5 20.9 22.4 23.4 25.2 27.6 RECEIVER LEQ(H) LIO 11 56.7 60.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24.1 25.5 26.6 41.2 43.3 39.4 52.0 43.4 42.9 43.1 42.0 40.3 37.0 38.2 2 1 2 3 37.1 36.1 34.3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.8 34.5 35.7 35.4 34.4 37.8 39.0 38.4 37.9 38.3 46.6 34.6 40.6 40.9 4 1 2 3 29.1 25.0 23.9 5 1 2 3 4 5 6 30.5 25.6 32.4 35.1 38.0 37.2 6 1 2 3 4 5 6 32.6 34.7 35.6 31.1 24.8 32.7 7 1 2 3 4 5 26.7 25.6 24.0 22.4 21.3 8 1 2 3 4 5 21.5 22.6 24.1 25.8 27.9 U1NBAR.STA 9/5/01 9:10 AM RECEIVER LEQ(H) LIO 12 57.6 61.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.1 33.3 35.0 43.8 45.0 40.5 54.6 41.5 39.6 38.: 38.1 38.9 35.1 34.5 2 1 2 3 35.8 34.5 32.9 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.8 33.7 33.4 33.5 33.9 35.7 35.0 35.5 36.4 37.: 47.8 36.7 40.6 40.9 4 1 2 3 34.1 32.7 31.9 5 1 2 3 4 5 6 32.0 23.9 27.6 33.6 36.5 35.7 6 1 2 3 4 5 6 31.3 33.3 33.9 28.1 23.8 33.1 7 1 2 3 4 5 27.0 25.1 23.7 21.6 20.8 8 1 2 3 4 5 21.0 21.9 23.7 25.3 27.0 RECEIVER LEQ(H) LIO 13 57.7 61.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.7 33.9 35.6 44.9 46.6 45.2 54.0 41.5 40.0 38.6 37.7 38.6 34.9 34.3 2 1 2 3 35.3 34.1 32.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.6 33.4 33 .3 33.5 33.9 35.6 35.8 36.3 36.9 37.6 47.7 37.9 43.2 42.3 4 1 2 3 35.3 33.8 32.9 5 1 2 3 4 5 6 31.5 24.1 28.8 33.3 36.2 35.3 6 1 2 3 4 5 6 31.0 33.1 33.9 28.0 23.7 32.6 7 1 2 3 4 5 26.8 25.1 23.7 21.8 21.0 8 1 2 3 4 5 21.3 22.1 23.8 25.2 26.8 RECEIVER LEQ(H) LIO 14 59.3 62.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1234567 89 10 UINBAR.STA 9/5/01 9:10 AM 11 12 13 14 33.9 35.1 36.8 46.9 50.1 51.7 38.0 38.0 34.6 34.2 2 1 2 3 35.0 33.8 32.1 3 1 2 3 4 5 6 11 12 13 14 31.4 33.2 33.3 33.6 34.0 36.2 48.2 45.8 46.6 44.9 4 1 2 3 37.2 35.2 33.7 5 1 2 3 4 5 6 30.9 24.2 29.6 33.1 35.8 34.9 6 1 2 3 4 5 6 30.7 32.8 33.6 28.8 23.6 32.3 7 1 2 3 4 5 26.5 25.1 23.9 22.2 21.6 8 1 2 3 4 5 21.8 22.5 23.9 25.3 26.5 10 RECEIVER LEQ(H) LIO 15 60.9 64.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34.4 35.6 37.5 48.5 53.6 54.0 54.3 40.4 39.3 38.5 37.6 37.3 34.1 33.7 2 1 2 3 34.5 33.3 31.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.0 32.8 32.9 33.3 33.4 36.2 36.8 37.2 37.8 37.7 49.8 47.6 49.7 46.9 4 1 2 3 37.6 34.7 33.4 5 1 2 3 4 5 6 30.2 23.9 30.0 32.9 35.4 34.5 6 1 2 3 4 5 6 30.4 32.4 33.3 29.0 23.1 31.7 7 1 2 3 4 5 26.1 24.8 23.7 22.2 21.6 8 1 2 3 4 5 21.8 22.5 23.8 25.1 26.3 RECEIVER LEQ(H) LIO 16 63.2 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 35.7 36.9 38.7 50.4 58.4 55.0 53.7 39.9 39.0 38.1 37.4 36.9 33.8 33.5 2 12 3 34.1 33.0 31.4 3 123456789 10 11 12 13 14 U1NBAR.STA 9/5/01 9:10 AM 30.8 32.6 32.8 33.2 33.3 36.3 51.4 50.3 54.1 49.5 4 1 2 3 38.1 35.9 34.6 5 1 2 3 4 5 6 29.8 23.7 30.3 32.6 35.1 34.2 6 1 2 3 4 5 6 30.2 32.2 33.1 29.2 23.1 31.4 7 1 2 3 4 5 25.8 24.8 23.7 22.4 21.8 8 1 2 3 4 5 22.0 22.7 23.8 25.0 26.3 RECEIVER LEQ(H) LIO 17 65.2 68.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 36.5 37.7 39.6 51.7 62.1 54.4 53.1 39.4 38.7 37.9 37.2 36.9 33.5 33.3 2 1 2 3 33.9 32.8 31.2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.7 32.5 32.7 33.1 33.2 36.3 36.9 36.3 35.8 38.4 51.3 51.3 57.0 50.7 4 1 2 3 39.0 36.6 35.4 5 1 2 3 4 5 6 29.7 23.6 30.3 32.5 34.9 34.0 6 1 2 3 4 5 6 30.0 32.0 32.9 29.2 23.1 31.2 7 1 2 3 4 5 25.6 24.8 23.8 22.5 21.9 8 1 2 3 4 5 22.1 22.9 23.9 25.0 26.2 RECEIVER LEQ(H) LIO 18 66.8 70.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 39.4 40.8 43.2 60.4 62.9 48.2 49.6 37.2 36.3 35.9 35.9 35.9 32.4 32.4 2 1 2 3 32.9 31.9 30.3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29.9 31.6 31.9 32.2 32.2 34.9 34.9 35.6 36.0 36.4 48.3 45.2 59.1 57.6 4 1 2 3 42.8 40.0 38.4 5 1 2 3 4 5 6 28.6 22.7 22.1 19.3 21.4 20.3 6 1 2 3 4 5 6 17.6 19.8 21.2 24.9 22.8 30.3 7 1 2 3 4 5 UINBAR.STA 9/5/01 9:10 AM 24.6 24.2 23.3 22.2 21.7 1 2 3 4 5 22.0 22.6 23.4 24.4 25.4 RECEIVER LEQ(H) LIO 19 69.5 73.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 41.0 42.7 45.4 66.0 62.1 47.7 49.2 38.0 37.4 35.4 35.7 35.6 32.2 32.0 2 1 2 3 29.8 27 .1 23 .9 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24.7 27.6 31.5 31.9 31.8 34.5 35.7 36.2 36.7 37.1 48.9 48.1 60.1 62.6 4 1 2 3 45.4 41.8 40.0 5 1 2 3 4 5 6 24.0 17.7 21.1 20.0 21.4 19.7 6 1 2 3 4 5 6 17.1 19.5 21.7 22.4 18.9 24.9 7 1 2 3 4 5 18.8 20.0 21.0 22.3 21.7 8 1 2 3 4 5 22.1 22.7 21.9 20.8 19.5 RECEIVER LEQ(H) LIO 20 51.7 55.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 £ 3 9 10 11 12 13 14 28.5 29.7 31.9 48.0 35.2 29.2 34.0 24, .5 24.3 24.4 24.6 25.4 23.5 24.7 2 1 2 3 26.2 28.3 29.0 3 1 2 3 4 5 6 7 f 3 9 10 11 12 13 14 28.9 27.3 25.3 23.8 22.7 24.5 23.5 23, .2 23.0 23.0 32.0 27.3 33 .7 46.2 4 1 2 3 31.5 28.5 27.3 5 1 2 3 4 5 6 28.5 25.7 32.6 32.0 34.4 33.5 6 1 2 3 4 5 5 30.2 31.9 32.9 31.5 23.3 28.3 7 1 2 3 4 5 22.2 23.9 21.9 19.8 18.3 8 1 2 3 4 5 17.8 19.3 21.2 23.1 24.4 RECEIVER LEQ(H) LIO 21 62.0 65.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA U1NBAR.STA 9/5/01 9:10 AM ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 45.1 47.5 51.1 58.6 35.3 27.5 30.7 19.7 19.4 18.8 18.7 18.6 16.0 16.2 2 1 2 3 16.6 16.9 15.6 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15.6 16.9 16.5 16.3 16.0 18.4 18.2 18.2 18.4 18.8 29.4 26.4 34.3 56.1 4 1 2 3 51.2 47.2 44.1 5 1 2 3 4 5 6 17.1 11.8 15.7 15.1 17.3 16.5 6 1 2 3 4 5 6 13.9 15.6 17.1 16.9 12.3 17.3 7 1 2 3 4 5 11.4 11.0 10.7 10.1 9.9 8 1 2 3 4 5 10.0 10.1 10.6 11.1 11.5 RECEIVER LEQ(H) LIO 22 56.0 59.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 43.4 45.2 47.7 51.1 35.2 27.9 31.1 20.2 19.8 19.3 19.0 19.1 16.5 16.7 2 1 2 3 17.1 17.2 16.0 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16.0 17.2 17.0 16.8 16.4 18.7 18.7 18.7 19.0 19.2 29.7 26.6 33.9 48.0 4 1 2 3 46.4 43.3 41.5 5 1 2 3 4 5 6 17.5 12.1 16.0 15.5 17.6 16.9 6 1 2 3 4 5 6 14.3 16.0 17.4 17.3 12.7 17.7 7 1 2 3 4 5 11.7 11.4 11.1 10.6 10.3 8 1 2 3 4 5 10.3 10.7 11.0 11.4 11.8 RECEIVER LEQ(H) LIO 23 54.0 57.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 42.6 44.1 46.2 48.1 34.8 27.8 31.5 20.5 20.0 19.6 19.4 19.6 16.9 17.5 2 12 3 17.9 18.3 17.4 U1NBAR.STA 9/5/01 9:10 AM 3 1 2 3 4 5 6 11 12 13 14 17.2 18.2 17.8 17.3 16.8 19.1 29.9 26.6 33.5 45.6 4 1 2 3 44.6 42.1 40.2 5 1 2 3 4 5 6 19.1 14.2 18.1 17.7 20.2 19.8 6 1 2 3 4 5 6 17.2 18.6 19.8 19.3 14.3 19.1 7 1 2 3 4 5 13.2 12.6 12.1 11.4 10.9 8 1 2 3 4 5 10.8 11.5 11.9 12.7 13.2 10 RECEIVER LEQ(H) LIO 24 54.3 57.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 41.6 42.9 42.8 47.2 46.4 32.0 35.2 24.0 24.0 24.2 24.5 25.3 23.4 24.7 2 1 2 3 26.3 28.6 28.9 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29.1 27.4 25.3 23.8 22.7 24.4 23.4 22.7 22.6 23.0 33.9 30.8 44.4 44.7 4 1 2 3 41.7 39.6 38.8 5 1 2 3 4 5 6 28.1 25.7 32.4 31.8 34.1 33.3 6 1 2 3 4 5 6 29.9 31.6 32.6 31.3 22.9 28.0 7 1 2 3 4 5 21.8 24.1 22.0 19.8 18.3 8 1 2 3 4 5 17.8 19.4 21.4 23.5 24.1 RECEIVER LEQ(H) LIO 25 56.3 59.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 24.5 25.2 27.2 41.2 42.4 37.2 51.2 43.0 43.2 43.9 42.4 40.3 36.9 38.6 2 12 3 37.5 36.3 34.4 3 123456789 10 11 12 13 14 32.8 34.5 36.0 35.2 34.1 37.5 38.7 38.5 37.7 37.5 45.2 35.4 38.9 40.3 4 12 3 31.8 29.1 24.6 5 1 2 3 4 5 6 32.0 25.6 30.0 35.2 38.2 37.4 U1NBAR.STA 9/5/01 9:10 AM 6 1 2 3 4 5 32.7 34.8 35.6 29.1 24. 7 1 2 3 4 5 27.5 25.6 23.9 22.2 21. 8 1 2 3 4 5 21.4 22.6 23.8 25.8 27. RECEIVER LEQ(H) LIO 26 56.4 59.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.9 31.8 33.2 42.1 42.7 37.4 52.6 42.2 40.4 41.0 41.6 39.6 35.4 36.3 2 1 2 3 36.9 35.5 33.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.3 34.1 34.8 33.1 33.4 37.0 37.1 35.7 36.1 37.1 45.8 36.3 38.5 40.0 4 1 2 3 33.4 30.7 29.5 5 1 2 3 4 6 6 32.9 24.2 27.9 34.1 37.5 36.7 6 1 2 3 4 5 6 32.1 34.1 34.5 28.5 24.2 33.7 7 1 2 3 4 5 27.3 25.2 23.5 22.2 20.0 8 1 2 3 4 5 1 20.0 22.2 23.7 25.3 27.3 RECEIVER LEQ(H) LIO 27 57 .6 61.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 7 8 9 10 1 1 2 3 4 5 6 11 12 13 14 24.8 25.6 27.4 42.0 45.9 43.6 40.7 39.4 35.8 37.0 2 1 2 3 36.1 35.2 33.1 3 1 2 3 4 5 6 11 12 13 14 32.3 33.9 35.3 34.6 34.3 37.8 48.6 37.9 43.5 42.1 4 1 2 3 27.5 25.2 24.3 5 1 2 3 4 5 6 30.0 24.9 33.1 34.6 37.2 36.3 6 1 2 3 4 5 6 31.9 34.0 35.0 31.6 24.9 31.7 7 1 2 3 4 5 25.9 25.5 24.0 22.4 21.4 8 1 2 3 4 5 21.7 22.9 24.1 25.6 27.6 10 U1NBAR.STA 9/5/01 9:10 AM ************************* 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 ) Calavera Hills - Village U - daytime traffic EMISSION LEVELS: Calveno Levels (trucks>30mph) OPR(^RAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .00 .00 .000 2.300 8.000 CODE DESCRIPTION 1 RECEIVER HEIGHT ADJUSTMENT 2 A-WEIGHTED SOUND LEVEL ONLY 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT--CALVENO CO = 35.30 Cl = 25.60 SO = 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO 50.40 Cl 19.20 SO = .00 .00 .00 OROADWAY College Blvd - Alignment 1 - nb - south of CVD VEHICLE TYPE VEHICLES/HOUR 51 52 53 54 CARS HT MT VEH4 VEH5 VEH6 X 6242746, 6242697, 6242641, 6242567, 0. 0. 0. 733. 27. 10. -COORDINATES-- Y 2004250.1 2004338.8 2004425.4 2004525.4 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 266. 272, 278, 284, GRADE 1 1 1 1 U2NBAR.STA 9/5/01 9:12 AM 55 6242321.1 2004861.6 304.0 1 56 6242172.9 2005062.9 316.0 1 57 6242116.1 2005139.7 322.0 1 58 6241879.2 2005461.6 350.0 1 59 6241842.3 2005514.7 354.0 1 60 6241806.7 2005572.6 358.0 1 61 6241772.6 2005639.4 362.0 1 62 6241739.8 2005719.7 366.0 1 63 6241709.8 2005821.0 370.0 1 64 6241696.1 2005887.2 372.0 1 65 6241684.5 2005970.1 374.0 1 OROADWAY 2 College Blvd - Alignment 1 - nb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 Q -pnnRnTTiia.TTPc X Y Z GRADE 65 6241684.5 2005970.1 374.0 1 66 6241682.3 2006070.4 375.4 1 67 6241691.1 2006188.5 376.0 1 68 6241710.4 2006288.5 378.0 0 OROADWAY 3 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27 . 60.0 VEH6 10. 50.0 0 pnoRnTMATpc; _, X Y Z GRADE 5 6241669.8 2006299.1 378.0 0 6 6241649.8 2006196.0 376.0 0 7 6241639.8 2006071.5 375.4 0 8 6241643.6 2005967.2 374.0 0 9 6241653.6 2005881.0 372.0 0 10 6241668.6 2005811.0 370.0 0 11 6241700.4 2005705.4 366.0 0 12 6241734.8 2005621.6 362.0 0 13 6241770.4 2005552.2 358.0 0 14 6241807.3 2005491.3 354.0 0 15 6241845.4 2005437.2 350.0 0 16 6242083.1 2005114.1 322.0 0 17 6242138.9 2005038.2 316.0 0 18 6242286.7 2004836.6 304.0 0 19 6242534.2 2004501.0 284.0 0 OROADWAY 4 College Blvd - Alignment 1 - sb -south of CVD VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 n -r'nnRnTMATP<5 KJ X Y Z GRADE 19 6242534.2 2004501.0 284.0 0 20 6242606.7 2004401.6 278.0 0 21 6242661.1 2004317.2 272.0 0 22 6242708.6 2004231.0 266.0 0 U2NBAR.STA 9/5/01 9:12 AM OROADWAY College Blvd - Alignment 1 - nb - north of CVD VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 0 ( X 68 6241710. ,4 69 6241740. ,4 1 6241752. ,5 2 6241783, ,9 3 6241817. ,6 4 6241887, ,3 5 6241954, .9 OROADWAY 6 College Blvd -Ali( VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 0 ( X 14 6241918, .5 15 6241881, .3 16 6241826, ,9 17 6241763, .1 18 6241714, .9 4 6241701, .7 5 6241669, .8 OROADWAY 7 Carlsbad Village D: VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 0 X 1 6241698, .9 2 6241601 .7 3 6241504 .5 4 6241403 .5 5 6241303 .8 6 6241201 .4 VEHICLES/HOUR 0. 0. 0. 1192. 44. 16. COORDINATES Y 2006288 2006386 2006417 2006487 2006549 2006652 SPEED 30, 30. 30, 50, 50, 50, 2006738.1 VEHICLES/HOUR 0 44 16 COORDINATES Y 2006760 2006712 2006641 2006538 2006437 2006402 2006299 z GRADE 378.0 0 377.0 0 376.0 0 374.0 0 372.0 0 370.0 0 368.0 0 sb -north of CVD [OUR SPEED 1. 30, .0 1. 30, .0 1. 30, .0 I 50, .0 I. 50, .0 50, .0 Z GRADE 368.0 1 370.0 1 372.0 1 374.0 1 376.0 1 377.0 1 378.0 0 0. 0. 0. 534. 10. 2. COORDINATES- Y 2006356. 2006384. 2006411. 2006429. 2006436. SPEED 30.0 30.0 30.0 45.0 45.0 45.0 2006434.8 Z 378.0 379.5 381.0 381.2 380.0 377.4 GRADE 1 1 1 0 0 0 OROADWAY 8 Carlsbad Village Drive - eastbound VEHICLE TYPE VEHICLES/HOUR CARS HT MT VEH4 VEH5 VEH6 0. 0. 0. 534. 10. 2. -COORDINATES- Y SPEED 30.0 30.0 30.0 45.0 45.0 45.0 GRADE U2NBAR.STA 9/5/01 9:12 AM 6 7 8 9 10 11 6241204.3 6241301.6 6241400.0 6241495.5 6241591.0 6241686.6 2006392. 2006394. 2006387, 2006370, 2006343, 2006315.7 377.4 380.0 381.2 381.0 379.5 378.0 BARRIER TYPE(A) College edge east --COORDINATES-- X Y Z ZO 15 6242778, .2 2004266, .5 266, ,0 266. ,0 16 6242727, .5 2004357, .5 272, .0 272, .0 17 6242669, ,9 2004445, .3 278, .0 278, .0 18 6242596, ,3 2004546, .0 284, .0 284, .0 18a 6242525, .6 2004643, .4 289, .8 289, ,8 19 6242349, .4 2004882, .8 304, .0 304, .0 20 6242201, .5 2005083, ,9 316, .0 316, .0 21 6242143, .9 2005162, .4 322, .0 322, .0 22 6241907, .7 2005482, .8 350, .0 350, .0 23 6241871, .3 2005534, ,6 354, .0 354, .0 DELZ BARRIER TYPE(A) College edge east cont'd 23 24 25 26 27 28 29 30 X 6241871, 6241839, 6241806, 6241774, 6241745, 6241732, 6241722, 6241719, -COORDINATES- Y 3 2005534.6 0 2005590.5 7 2005655.8 8 2005732.8 9 2005829.7 7 2005892.9 3 2005972.8 5 2006069.7 z ZO 354, .0 354. ,0 358, .0 358, .0 362, ,0 362, .0 366, .0 366, .0 370, .0 370. ,0 372, .0 372. ,0 374, .0 374, .0 375, .4 375, ,4 DELZ .0 BARRIER TYPE(A) College edge east cont'd2 30 31 32 33 34 35 36 37 38 X 6241719, 6241728. 6241744. 6241772. 6241785. 6241815. 6241847. 6241913. 6241982. COORDINATES- Y 2006069.7 2006181.5 2006279.7 2006372.0 2006403.8 2006472.8 2006530.3 2006629.8 2006715.2 z ZO 375, .4 375, .4 376, .0 376, ,0 378, .0 378, .0 377, .0 377, .0 376, .0 376, .0 374, ,0 374, .0 372, ,0 372, ,0 370, ,0 370. ,0 368, .0 368, .0 DELZ BARRIER 4 TYPE (A) Building 12 X 6242374. -COORDINATES- Y 2 2004984.2 6242340.0 2004959.1 6242414.9 2004857.1 6242449.6 2004882.7 Z 322.9 322.9 322.9 322.9 ZO 302.9 302.9 302.9 302.9 DELZ .0 BARRIER TYPE (A) Building 11 5 6 7 8 9 10 11 COORDINATES- X Y 6242479.7 2004824.3 6242471.3 2004800.6 6242479.1 2004794.7 6242473.3 2004778.8 6242512.5 2004765.2 6242554.1 2004883.7 6242516.8 2004897.7 z ZO DELZ P 321, .2 301, .2 .0 0 321, ,2 301, .2 321, .2 301. .2 321, .2 301, .2 321, .2 301, ,2 321, .2 301, .2 321, .2 301, .2 U2NBAR.STA 9/5/01 9:12 AM BARRIER TYPE (A) Building 10 12 13 14 15 X 6242524, 6242564. 6242569. 6242550, COORDINATES- Y 2004915.5 2004913.5 2004975.5 2004975.5 Z 321.4 321.4 321.4 321.4 ZO 301.4 301.4 301.4 301.4 DELZ .0 BARRIER TYPE(A) Building 9 16 17 18 19 COORDINATES- X Y 6242504.3 2005008.7 6242538.7 2005029.1 6242472.9 2005137.8 6242437.3 2005116.0 Z 324.3 324.3 324.3 324.3 ZO 304.3 304.3 304.3 304.3 DELZ BARRIER 8 TYPE (A) Building 26 20 21 22 23 COORDINATES- X Y 6241851.5 2006229.9 6241809.8 2006233.1 6241801.7 2006106.5 6241842.0 2006103.4 Z 383.6 383.6 383.6 383.6 ZO 363.6 363.6 363.6 363.6 DELZ .0 BARRIER TYPE(A) Pad edges 1 2 3 4 5 6 7 8 9 10 X 6241857, 6241843. 6241832. 6241822, 6241817. 6241808. 6241800. 6241790. 6241777. 6241768. COORDINATES- Y 2006239.9 2006245.5 2006247.1 2006248.0 2006248.5 2006249.2 2006250.0 2006251.0 2006251.8 2006249.4 Z 366, 368, 369. 370, 370, 371, 372. 372. 373 , 374, ZO 366. 368. 369. 370. 370. 371. 372. 372.5 373.5 374.2 DELZ .0 BARRIER 10 TYPE(A) Pad edges (cont.1) --COORDINATES — X Y Z ZO 10 6241768, .4 2006249, .4 374, .2 374, .2 11 6241760, .6 2006242, .9 376, ,0 376, .0 12 6241756. ,1 2006226. .3 378, ,2 378, .2 13 6241754, .0 2006182, .2 377, .9 377, .9 14 6241750. .9 2006119, .2 377, .3 377, .3 15 6241747, .3 2006045, .6 375, .6 375, .6 16 6241743, ,5 2005967, .1 374, .5 374, .5 17 6241739, .8 2005891, .1 371, .5 371, .5 18 6241745, .4 2005846, .2 370, .0 370 .0 19 6241769, .2 2005790, .3 368, .0 368, .0 DELZ BARRIER 11 TYPE(A) Pad edges (cont.2) —COORDINATES-- X Y Z ZO 19 6241769, .2 2005790.3 368, .0 368, .0 20 6241811, .2 2005768.2 366, .7 366, ,7 21 6241813, .9 2005700.1 364, ,0 364, ,0 22 6241842, .2 2005595.0 358, .0 358, ,0 23 6241893, .4 2005542.4 354, .0 354, .0 24 6241918 .2 2005508.6 352, .0 352, .0 25 6241986, .3 2005381.7 342, .0 342, ,0 26 6242071, .6 2005265.3 332, ,0 332, ,0 27 6242119 .4 2005200.3 326, .0 326, .0 28 6242141 .0 2005181.5 324 .0 324, .0 DELZ U2NBAR.STA 9/5/01 9:12 AM BARRIER 12 TYPE (A) Pad edges (cent.3) 28 29 30 31 32 33 34 35 36 37 X 6242141. 6242165, 6242185, 6242201, 6242225, 6242233, 6242241, 6242252, 6242260, 6242271, Y 2005181.5 2005156.5 2005130.1 2005107.9 2005076.0 2005064.7 2005054.2 2005043.2 2005041.5 2005045.0 BARRIER 13 TYPE(A) 37 38 39 40 41 42 X 6242271, 6242279, 6242288, 6242297, 6242305, 6242314, Y 2005045.0 2005050.0 2005055.2 2005060.8 2005065.9 2005074.8 BARRIER 14 TYPE(A) 43 44 45 46 47 48 49 50 X 6242366, 6242359, 6242353, 6242346, 6242336, 6242322, 6242311, 6242316. 2005023.0 2005011.4 2005001.2 2004989.4 8 2004977.3 1 2004966.0 9 2004955.8 8 2004943.5 BARRIER 15 TYPE (A) 50 51 52 52a COORDINATES X Y 6242316.8 2004943.5 6242344.0 2004914.6 6242376.7 2004879.3 6242402.9 2004840.0 BARRIER 16 TYPE(A) 52a 53 53a 54 54a 55 55a X Y 6242402.9 2004840. 6242418.4 2004797, 6242442.9 2004772, 6242473.2 2004760, 6242500.0 2004751, 6242522.4 2004743, 6242530.7 2004766.3 z ZO DELZ P 324.0 324. ,0 ,0 0 322.0 322, ,0 320.0 320, .0 318.0 318, .0 316.0 316. ,0 315.0 315, .0 314.0 314, .0 312.0 312, ,0 310.0 310. .0 308.0 308, .0 edges (cont. .4) Z ZO DELZ P 308.0 308, ,0 ,0 0 307 .0 307, .0 306.2 306, .2 306.1 306, ,1 306.1 306, .1 306.0 306, .0 edges (cont. .5) Z ZO DELZ p 308.6 308, .6 .0 0 309.0 309, .0 309.2 309, .2 309.0 309, .0 309.4 309, .4 310.8 310, .8 310.4 310, .4 308.0 308, .0 edges (cont. .6) Z ZO DELZ p 308.0 308, .0 ,0 0 306.0 306, ,0 303.9 303. ,9 301.5 301, .5 edges (cont, .7) Z ZO DELZ p 301.5 301, .5 .0 0 299.7 299, .7 299.0 299, ,0 298.3 298, .3 301.2 301, .2 301.2 301, .2 301.2 301, .2 BARRIER 17 TYPE (A) Pad edges (cont.8) 55a 56 57 58 59 X 6242530 6242540 6242549 6242561 --COORDINATES- Y .7 2004766.3 ,1 2004791.3 .6 2004819.3 .4 2004851.3 Z 301. 301, 301, 301, 6242573.7 2004885.8 301.2 ZO 301.2 301.2 301.2 301.2 301.2 DELZ .0 U2NBAR.STA 9/5/01 9:12 AM 60 61 62 6242583.7 2004916.2 301.4 301.4 6242588.9 2004958.1 301.4 301.4 6242576.3 2005019.6 301.4 301.4 Second Floor Receivers (at 15 feet) •COORDINATES X Y Z 1 6241802. ,1 2006229.6 378. .6 2 6241792. ,0 2006215.4 378. 6 3 6241788. ,0 2006138.0 378. ,6 4 6241792. ,3 2006065.8 373. ,7 5 6241785. ,6 2005988.8 373. ,7 6 6241785. ,5 2005919.3 370. ,9 7 6241783, .5 2005840.7 370. ,9 8 6241975. .5 2005695.0 330. ,0 9 6241989. ,2 2005645.0 329, ,0 10 6242029, .5 2005540.6 327, .2 11 6242084, .8 2005541.9 327, .6 12 6242093, ,0 2005326.3 325. .2 13 6242129, .6 2005272.0 323, .9 14 6242172, .4 2005206.8 323, .9 15 6242214, .0 2005144.2 321, .7 16 6242249, .0 2005091.6 321, .7 17 6242267, .8 2005059.3 321, ,7 18 6242351, ,9 2004928.9 317, .9 19 6242395, .3 2004871.6 317, .9 20 6242545, .6 2005038.8 319, .3 21 6242523, .5 2004775.5 316, .2 22 6242557 .0 2004869.1 316 .2 23 6242576 .6 2004933.9 316 .4 24 6242572, .5 2005005.2 316, .4 25 6242038 .8 2005569.1 329 .0 26 6242035 .9 2005478.7 327 .2 27 6242163 .8 2005432.4 324 .7 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY 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 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 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 U2NBAR.STA 9/5/01 9:12 AM .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 4 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 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 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 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 8 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER LEQ(H) LIO 1 65.0 68.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21.6 21.9 23.0 30.0 30.2 28.0 37.7 32.7 34.0 39.2 42.0 44.0 42.8 45.3 2 1 2 3 48.7 53.6 56.8 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 54.0 51.9 47.9 44.6 42.3 42.4 40.1 38.4 36.5 31.7 36.5 27.1 29.8 29.5 4 1 2 3 22.5 21.1 20.7 5 1 2 3 4 5 6 57.1 49.5 51.1 48.6 48.7 46.0 6 1 2 3 4 5 6 42.9 45.2 48.1 50.6 48.0 54.9 7 1 2 3 4 5 46.9 43.4 41.0 38.9 37.4 8 1 2 3 4 5 37.4 39.2 41.2 43.9 47.8 RECEIVER LEQ(H) LIO 2 65.1 68.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23.3 23.6 25.0 31.5 31.5 29.3 38.9 36.1 38.3 40.0 42.2 44.2 43.0 45.7 2 1 2 3 49.4 54.6 57 .2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 53.6 52.6 48.5 45.1 42.6 42.7 40.4 38.6 37.4 35.9 38.0 28.2 31.1 31.0 4 1 2 3 24.1 22.7 22.2 5 1 2 3 4 5 6 U2NBAR.STA 9/5/01 9:12 AM 56.7 48.9 50.5 48.1 48.3 45.6 1 2 3 4 5 6 42.5 44.7 47.7 50.1 47.4 54.8 1 2 3 4 5 46.6 43.5 41.2 39.2 37.5 1 2 3 4 5 37.4 39.3 41.5 44.1 47.8 6 7 8 1 RECEIVER LEQ(H) LIO 3 64.5 67.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23.3 24.0 24.8 35.5 38.6 35.9 44.8 40.3 39.5 42.8 44.1 46.2 46.3 48.8 2 1 2 3 53.0 57.2 54.4 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 52.0 54.1 51.1 47.7 44.8 44.8 41.9 39.9 38.6 37.0 42.5 33.9 37.3 36.7 4 1 2 3 24.3 22.8 22.3 5 1 2 3 4 5 6 52.7 45.9 47.9 45.9 46.6 42.4 6 1 2 3 4 5 6 41.1 43.2 45.9 47.8 44.6 51.4 7 1 2 3 4 5 44.2 41.8 40.1 38.2 37.0 8 1 2 3 4 5 37.1 38.6 40.2 42.5 45.1 RECEIVER LEQ(H) LIO 4 63.0 66.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25.7 25.9 27.9 39.0 39.0 36.2 45.3 40.9 40.3 42.3 44.9 48.1 47.0 50.5 2 1 2 3 54.1 54.3 49.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 48.3 51.9 51.5 48.9 46.0 45.8 43.1 40.9 39.4 37.7 43.2 34.4 37.7 38.1 4 1 2 3 31.0 28.9 26.7 5 1 2 3 4 5 6 48.9 43.0 45.2 43.5 42.7 35.0 6 1 2 3 4 5 6 33.4 40.3 44.0 45.3 41.7 48.2 7 1 2 3 4 5 41.4 39.5 38.0 36.4 35.2 8 1 2 3 4 5 35.3 36.7 38.2 40.0 42.1 1 RECEIVER LEQ(H) LIO U2NBAR.STA 9/5/01 9:12 AM 5 63.8 67.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27.2 28.1 30.6 39.9 39.5 36.9 46.4 42.0 41.9 45.3 47.5 51.1 51.5 54.4 2 1 2 3 55.5 52.2 47.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 46.9 50.8 52.6 51.5 49.0 48.6 45.2 42.7 41.1 39.3 44.3 35.2 38.3 38.6 4 1 2 3 31.5 30.0 29.3 5 1 2 3 4 5 6 46.9 41.2 43 .5 42.0 41.4 35.6 6 1 2 3 4 5 6 32.9 39.1 42.7 43.8 40.4 46.6 7 1 2 3 4 5 40.0 38.9 37.6 36.4 35.4 8 1 2 3 4 5 35.6 36.7 37.9 39.4 40.8 RECEIVER LEQ(H) LIO 6 64.2 67.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 7 8 9 10 1 1 2 3 4 5 6 11 12 13 14 30.8 31.5 32.4 40.3 40.0 37.4 49.3 54.1 55.2 56.7 2 1 2 3 52.8 49.1 45.2 3 1 2 3 4 5 6 11 12 13 14 44.7 48.2 51.0 52.5 51.3 51.0 45.2 35.8 38.8 39.0 4 1 2 3 32.3 30.4 29.7 5 1 2 3 4 5 6 45.0 38.9 42.0 40.7 39.2 34.6 6 1 2 3 4 5 6 32.0 36.7 41.4 42.3 38.8 44.9 7 1 2 3 4 5 38.4 37.3 36.3 34.9 34.0 8 1 2 3 4 5 34.2 35.3 36.5 37.9 39.1 1 RECEIVER LEQ(H) LIO 7 65.8 69.3 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 31.3 32.0 33.1 40.9 40.6 38.3 48.6 44.5 47.0 50.1 U2NBAR.STA 9/5/01 9:12 AM 53.6 59.1 57.7 54.7 2 1 2 3 51.1 47.2 43.7 3 1 2 3 4 5 6 11 12 13 14 43.3 46.9 49.4 52.3 53.8 55.2 46.8 36.7 39.5 39.6 4 1 2 3 32.8 31.5 30.8 5 1 2 3 4 5 6 43.7 37.5 40.8 39.6 38.1 34.6 6 1 2 3 4 5 6 32.1 35.6 40.5 41.3 37.9 43.8 7 1 2 3 4 5 37.4 36.6 35.9 35.0 34.2 8 1 2 3 4 5 34.4 35.3 36.1 37.1 38.0 10 RECEIVER LEQ(H) LIO 8 56.7 60.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24.6 25.2 27.3 40.5 41.3 39.3 49.1 43.9 45.5 45.7 44.5 42.3 41.2 41.1 2 1 2 3 39.5 38.2 36.2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34.5 36.2 37.7 38.2 37.1 39.0 40.0 40.6 40.5 38.9 44.3 36.0 39.4 39.8 4 1 2 3 31.9 29.5 25.0 5 1 2 3 4 5 6 34.0 26.4 29.8 35.9 39.3 38.5 6 1 2 3 4 5 6 34.0 36.0 36.3 30.3 25.7 35.3 7 1 2 3 4 5 29.3 27.0 25.3 23.5 22.3 8 1 2 3 4 5 22.7 23.6 25.3 27.2 29.5 RECEIVER LEQ(H) LIO 9 57.1 60.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 24.9 26.0 28.1 41.2 41.9 40.0 50.2 44.7 46.1 46.0 44.5 42.2 39.7 40.5 2 12 3 39.1 37.7 35.8 3 123456789 10 11 12 13 14 34.2 36.0 37.5 37.8 35.5 39.1 40.3 41.2 40.5 39.2 45.1 36.7 40.0 40.2 U2NBAR.STA 9/5/01 9:12 AM 4 1 32.3 2 30.7 3 29.7 in 1 2 3 4 5 6 34.1 26.1 29.6 35.6 39.1 38.2 6 1 2 3 4 5 6 33.6 35.7 36.0 30.1 25.6 35.2 7 1 2 3 4 5 29.2 26.9 25.2 23.5 22.5 8 1 2 3 4 5 22.6 23.8 25.2 27.1 29.4 RECEIVER LEQ(H) LIO 10 58.1 61.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26.6 27.6 30.7 42.5 43.5 42.1 53.3 45.5 44.9 44.9 43.6 41.8 37 .3 39.1 2 1 2 3 38.2 36.9 35.0 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33.8 35.6 37.0 35.8 35.8 39.5 40.7 40.2 39.8 40.1 47.8 38.7 41.7 41.5 4 1 2 3 33.3 31.5 30.7 5 1 2 3 4 5 6 33.5 25.8 29.1 35.3 38.2 37.3 6 1 2 3 4 5 6 32.9 35.0 35.6 29.8 25.4 34.7 7 1 2 3 4 5 28.9 26.8 25.3 23.8 22.7 8 1 2 3 4 5 1 22.8 24.2 25.2 27.1 28.9 RECEIVER LEQ(H) LIO 11 58 1.4 62.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 25.1 26.8 27.8 42.1 44.3 43.0 53.6 45.3 44.6 44.6 43.3 41.7 38.4 39.2 2 12 3 38.0 36.9 35.0 3 123456789 10 11 12 13 14 34.0 35.8 37.2 36.9 36.5 39.9 41.1 40.8 40.8 41.2 49.1 40.0 42.7 42.0 4 12 3 30.6 26.5 25.4 5 1 2 3 4 5 6 31.5 26.6 33.1 35.8 38.3 37.3 6 1 2 3 4 5 6 33.1 35.2 36.2 31.9 26.0 33.7 7 1 2 3 4 5 28.0 27.2 25.7 24.1 23.2 8 1 2 3 4 5 23.4 24.4 25.8 27.5 29.2 U2NBAR.STA 9/5/01 9:12 AM RECEIVER LEQ(H) LIO 12 61.7 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34.2 35.1 36.8 45.4 47.9 48.3 59.0 44.6 42.8 41.4 40.4 40.2 36.5 35.9 2 1 2 3 36.6 35.2 33.5 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.8 34.8 34.9 35.3 35.9 38.4 38.7 39.6 40.7 41.9 53.4 44.8 46.3 44.2 4 1 2 3 36.2 34.6 33.6 5 1 2 3 4 5 6 32.8 24.8 28.4 34.1 36.7 35.8 6 1 2 3 4 5 6 31.7 33.8 34.4 29.1 24.8 33.9 7 1 2 3 4 5 27.9 26.5 25.4 23.7 23.0 8 1 2 3 4 5 23 .2 24.0 25.4 26.7 28.1 RECEIVER LEQ{H) LlO 13 63.0 66.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 34.9 35.9 37.5 46.6 50.0 51.5 60.0 43.7 42.3 40.9 39.8 39.6 36.0 35.5 2 1 2 3 36.1 34.8 33.1 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.5 34.4 34.6 35.1 35.6 38.2 39.0 39.9 40.7 41.8 55.4 48.2 48.5 45.6 4 1 2 3 37 .1 35.2 34.3 5 1 2 3 4 5 6 32.2 24.9 29.5 33.9 36.4 35.4 6 1 2 3 4 5 6 31.4 33.5 34.3 28.9 24.7 33.4 7 1 2 3 4 5 27.6 26.3 25.2 23.8 23.1 8 1 2 3 4 5 23.4 24.2 25.3 26.5 27.8 RECEIVER LEQ(H) LIO 14 65.6 68.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 U2NBAR.STA 9/5/01 9:12 AM 11 12 13 14 35.8 36.9 38.5 48.8 53.7 58.1 62.2 42.9 41.5 40.4 39.4 39.1 35.5 35.1 2 1 2 3 35.6 34.4 32.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.2 34.1 34.4 34.9 35.2 38.2 39.0 39.6 40.5 41.4 56.7 52.7 51.9 47.4 4 1 2 3 38.2 36.0 35.0 5 1 2 3 4 5 6 31.6 25.0 30.3 33.6 36.0 35.0 6 1 2 3 4 5 6 31.1 33.1 34.0 29.5 24.5 33.0 7 1 2 3 4 5 27.3 26.3 25.3 24.1 23.5 8 1 2 3 4 5 23.8 24.5 25.4 25.5 27.6 RECEIVER LEQ(H) LIO 15 66.4 69.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 36.6 37.7 39.5 50.9 58.8 60.6 59.7 41.8 40.5 39.5 38.6 38.3 34.9 34.5 2 1 2 3 35.0 33.8 32.2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.7 33.6 33.9 34.4 34.5 37.6 38.2 38.7 39.5 40.4 56.0 55.4 56.1 49.6 4 12 3 39.0 36.7 35.6 5 1 2 3 4 5 6 30.9 24.6 30.7 33.3 35.5 34.6 6 1 2 3 4 5 6 30.7 32.8 33.7 29.7 24.1 32.4 7 1 2 3 4 5 26.8 25.9 25.0 23.9 23.4 8 1 2 3 4 5 23.6 24.3 25.1 26.2 27.2 RECEIVER LEQ(H) LIO 16 68.9 72.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 37.7 39.1 40.9 52.9 64.3 61.5 58.4 41.9 40.5 39.1 38.7 38.0 34.5 34.2 2 12 3 34.7 33.5 31.9 3 123456789 10 11 12 13 14 U2NBAR.STA 9/5/01 9:12 AM 31.5 33.3 33.7 34.0 34.1 37.2 37.9 38.6 40.1 41.4 57.4 57.9 61.1 53.3 4 12 3 40.3 38.1 36.9 5 1 2 3 4 5 6 30.5 24.3 30.8 32.9 35.2 34.3 6 1 2 3 4 5 6 30.5 32.5 33.4 29.8 24.0 32.0 7 1 2 3 4 5 26.5 25.8 25.0 24.0 23.5 8 1 2 3 4 5 23.8 24.4 25.1 26.0 27.0 RECEIVER LEQ{H) LIO 17 69.3 72.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 38.5 40.1 42.6 55.1 65.5 59.7 58.0 42.2 41.2 39.2 38.4 37.8 34.4 33.9 2 1 2 3 34.5 33.3 31.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31.3 33.1 33.5 33.8 33.9 36.9 38.4 39.8 40.9 43.1 56.7 56.9 62.0 55.5 4 1 2 3 42.5 40.2 38.5 5 1 2 3 4 5 6 30.3 24.2 30.8 32.7 35.0 34.1 6 1 2 3 4 5 6 30.4 32.4 33.3 29.8 24.0 31.8 7 1 2 3 4 5 26.3 25.8 25.0 24.0 23.5 8 1 2 3 4 5 23.8 24.5 25.2 26.0 26.9 RECEIVER LEQ(H) LIO 18 70.0 73.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 42.9 44.6 47 .5 63.0 65.9 53.3 54.6 42.2 41.0 39.0 37.2 36.6 33.3 33.1 2 1 2 3 33.4 32.4 30.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.4 32.1 32.5 32.7 32.7 36.3 39.5 40.6 41.0 41.4 53.3 51.8 62.3 60.7 4 1 2 3 47.4 44.7 43.3 5 1 2 3 4 5 6 29.2 23.3 27.9 28.0 29.7 28.1 6 1 2 3 4 5 6 25.4 27.9 29.8 28.6 23.6 30.8 7 1 2 3 4 5 U2NBAR.STA 9/5/01 9:12 AM 25.3 25.1 24.4 23.5 23.1 8 1 2 3 4 5 23.5 23.9 24.5 25.3 26.0 1 RECEIVER LEQ(H) LIO 19 69.9 73.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 45.3 46.8 49.4 66.0 62.6 51.1 53.2 41.4 40.8 39. 37.0 36.4 33.2 33.3 2 1 2 3 32.8 31.8 29.9 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.0 31.8 32.2 32.4 32.2 36.3 39.5 39.8 40.2 40. 51.9 49.9 60.1 62.7 4 1 2 3 48.7 45.8 44.3 5 1 2 3 4 5 6 28.5 22.7 27.5 27.4 29.0 27.3 6 1 2 3 4 5 6 24.7 27 .2 29.2 28.2 23.4 30.2 7 1 2 3 4 5 24.7 24.8 24.3 23.4 23.1 8 1 2 3 4 5 23.5 23.9 24.4 25.0 25.5 RECEIVER LEQ(H) LIO 20 54.2 57.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 34.6 35.3 35.8 48, .7 32.6 33.1 30.9 31, .6 1 2 3 32.2 32.6 29.7 2 3 123456789 10 11 12 13 14 30.4 32.1 31.9 31.1 30.4 32.4 40.2 34.9 40.2 47.5 4 1 2 3 35.4 34.0 33.1 5 1 2 3 4 5 6 29.0 26.0 32.7 32.1 34.4 33.6 6 1 2 3 4 5 6 30.5 32.3 33.2 31.9 24.0 29.0 7 1 2 3 4 5 22.9 25.3 24.7 23 .7 22.9 8 1 2 3 4 5 23.1 23.8 24.8 25.6 25.0 RECEIVER LEQ(H) LIO 21 64.1 67.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA U2NBAR.STA 9/5/01 9:12 AM ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 47.4 49.4 52.7 61.0 40.4 33.4 36.9 26.1 25.9 25.4 25.3 25.4 22.8 23.1 2 1 2 3 23.6 23.9 22.8 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22.7 23.8 23.3 23.0 22.6 25.1 24.7 24.6 24.8 25.2 35.4 31.9 39.3 58.4 4 1 2 3 51.6 48.2 46.3 5 1 2 3 4 5 6 24.5 19.2 23.2 22.7 25.0 24.4 6 1 2 3 4 5 6 21.7 23.4 24.7 24.3 19.7 24.5 7 1 2 3 4 5 18.6 18.1 17.5 16.9 16.6 8 1 2 3 4 5 16.6 16.9 17.6 18.2 18.7 RECEIVER LEQ(H) LIO 22 58.5 62.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 43.8 46.1 48.8 53.7 40.7 33.7 37.3 26.8 26.4 26.0 25.8 26.0 23.4 23.7 2 1 2 3 24.2 24.4 23.3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23.3 24.3 24.0 23.7 23.2 25.5 25.4 25.3 25.5 25.7 35.8 32.3 39.4 51.7 4 1 2 3 49.4 45.5 43 .2 5 1 2 3 4 5 6 25.0 19.8 23.7 23.2 25.5 24.9 6 1 2 3 4 5 6 22.3 23.9 25.2 24.9 20.2 25.1 7 1 2 3 4 5 19.2 18.7 18.2 17.6 17.1 8 1 2 3 4 5 17.1 17.7 18.1 18.6 19.2 RECEIVER LEQ(H) LIO 23 56.2 59.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 42.8 44.5 46.8 50.7 41.3 34.9 39.1 28.8 28.4 28.1 28.0 28.2 25.6 26.1 2 12 3 26.5 26.9 25.9 U2NBAR.STA 9/5/01 9:12 AM 3 123456789 10 11 12 13 14 25.8 26.7 26.4 25.9 25.4 27.7 27.4 27.4 27.4 27.7 37.3 33.4 40.0 48.6 4 12 3 46.2 43.3 41.2 5 1 2 3 4 5 6 27.5 22.2 26.5 26.0 28.4 27.9 6 1 2 3 4 5 6 25.3 26.8 28.1 27.6 22.5 27.6 7 1 2 3 4 5 21.6 21.1 20.5 19.9 19.4 8 1 2 3 4 5 19.3 20.0 20.4 21.2 21.7 RECEIVER LEQ(H) LIO 24 56.2 59.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 41.7 43.1 45.1 48.8 47.5 38.1 42.0 31.3 30.8 30.9 31.1 31.8 29.7 30.6 2 1 2 3 31.5 32.1 29.4 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30.0 31.5 30.9 30.0 29.1 30.9 40.4 36.5 46.5 46.7 4 1 2 3 43.8 41.4 39.8 5 1 2 3 4 5 6 28.7 26.0 32.5 31.9 34.2 33.4 6 1 2 3 4 5 6 30.3 32.0 33.0 31.6 23.5 28.6 7 1 2 3 4 5 22.5 24.9 24.4 23.3 22.6 8 1 2 3 4 5 22.7 23.5 24.5 25.2 24.7 RECEIVER LEQ(H) LIO 25 58.1 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 11 12 13 14 25.8 26.4 28.6 42.1 43.4 41.9 52.8 45.7 45.5 45.4 44.0 42.2 38.6 39.6 2 12 3 38.5 37.3 35.3 3 123456789 10 11 12 13 14 34.1 36.0 37.5 37.0 36.4 40.0 41.2 41.3 40.8 40.7 48.0 38.8 41.8 41.5 4 12 3 33.3 30.7 26.3 5 1 2 3 4 5 6 33.0 26.6 30.8 35.8 38.5 37.6 U2NBAR.STA 9/5/01 9:12 AM 6 1 2 3 4 5 6 33.2 35.3 36.2 30.2 25.6 34.7 7 1 2 3 4 5 28.9 27.3 25.7 24.1 23.0 8 1 2 3 4 5 23.3 24.6 25.6 27.4 29.3 1 RECEIVER LEQ(H) LIO 26 59.0 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 32.7 33.5 34.8 43.2 44.4 43 .3 55.3 45.9 43.8 43.5 43.2 41.5 37.4 37.7 2 1 2 3 37.8 36.5 34.6 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33.5 35.5 35.3 35.4 35.8 39.5 39.9 39.1 39.7 40.9 49.3 39.8 42.5 42.0 4 1 2 3 34.6 32.4 31.4 5 1 2 3 4 5 6 33.7 25.3 28.8 34.6 37.8 36.9 6 1 2 3 4 5 6 32.6 34.6 35.0 29.5 25.4 34.7 7 1 2 3 4 5 28.6 26.7 25.3 24.0 22.1 8 1 2 3 4 5 22.2 24.1 25.5 26.9 28.7 RECEIVER LEQ(H) LIO 27 60.0 63.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25.9 26.7 28.7 43.1 47.3 46.4 56.6 44.3 42.8 42.: 42.0 40.4 37.0 37.9 2 1 2 3 36.8 35.9 33.7 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 33.3 35.0 36.1 35.8 35.8 39.3 39.9 39.8 40.7 41. 51.3 43.1 45.2 43.3 4 1 2 3 29.1 26.7 25.8 5 1 2 3 4 5 6 31.0 25.7 33.7 35.1 37.5 36.5 6 1 2 3 4 5 6 32.4 34.4 35.4 32.3 25.9 32.6 7 1 2 3 4 5 27.0 26.8 25.7 24.0 23.1 8 1 2 3 4 5 23 .4 24.5 25.6 27.1 28.6 U2NBAR.STA 9/5/01 9:12 AM ************************* OPTIMA-VUl ************************* 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 ************* Calavera Hills - Village U - daytime traffic EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES **************************************************** BARRIER SECTION NO IDENT EFFECTIVENESS/COST RATIO CORRESPONDING BARRIER HEIGHTS(IN FT) HEIGHT INDEX 1 15 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 16 17 18 18a 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 1 2 3 5 6 7 8 9 10 12 13 14 16 17 18 20 21 22 1 2 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 18. 0. 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 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. 18. 0. 17. 0. 16. 0. 16. 0. 15. 0. 15. 0. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0. 3. 0. 3. 5. 6. 7. 8. 5. 6. 7. 8. U1WALL.0PT 9/5/01 9:13 AM 45 3 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7. 8. 9 46 4 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7, , 8. 9 47 5 * 25. 25. 24. 23. 22. 21. 21. 0. 3. 4. 5. 6. 7. , 8. 9 48 6 * 35. 34. 32. 30. 29. 28. 28. 0. 3. 4. 5. 6. 7. , 8. 9 49 7 * 38. 36. 34. 33. 31. 30. 30. 0. 3. 4. 5. 6. 7. 8. 9 50 8 * 38. 36. 35. 33. 32. 31. 30. 0. 3. 4. 5. 6. 7. , 8. 9 51 9 * 38. 37. 35. 34. 32. 31. 31. 0. 3. 4. 5. 6. 7. . 8. 9 52 10 * 37. 36. 34. 32. 31. 30. 30. 0. 3. 4. 5. 6. 7. 8. 9 53 11 * 34. 32. 30. 29. 28. 27. 26. 0. 3. 4. 5. 6. 7. 8. 9 54 12 * 31. 30. 28. 27. 26. 25. 24. 0. 3. 4. 5. 6. 7. 8. 9 55 13 * 31. 29. 27. 26. 25. 24. 24. 0. 3. 4. 5. 6. 7. . 8. 9 56 14 * 29. 28. 27. 25. 24. 23. 23. 0. 3. 4. 5. 6. 7. , 8. 9 57 15 * 30. 28. 27. 25. 24. 23. 23. 0. 3. 4. 5. 6. 7. . 8. 9 58 16 * 31. 29. 28. 26. 25. 24. 24. 0. 3. 4. 5. 6. 7. , 8. 9 59 17 * 32. 31. 29. 28. 27. 26. 25. 0. 3. 4. 5. 6. 7. 8. 9 60 18 * 32. 31. 29. 28. 27. 26. 25. 0. 3. 4. 5. 6. 7. , 8. 9 61 19 * 30. 29. 27. 26. 25. 24. 24. 0. 3. 4. 5. 6. 7. . 8. 9 62 20 * 23. 22. 21. 19. 19. 18. 18. 0. 3. 4. 5. 6. 7. . 8. 9 63 21 * 26. 25. 24. 23. 22. 21. 21. 0. 3. 4. 5. 6. 7. 8. 9 64 22 * 27. 26. 24. 23. 22. 22. 21. 0. 3. 4. 5. 6. 7. 8. 9 65 23 * 26. 25. 24. 23. 22. 21. 21. 0. 3. 4. 5. 6. 7. , 8. 9 66 24 * 29. 28. 26. 25. 24. 23. 23. 0. 3. 4. 5. 6. 7. , 8. 9 67 25 * 31. 30. 28. 27. 26. 25. 25. 0. 3. 4. 5. 6. 7. , 8. 9 68 26 * 32. 31. 30. 29. 28. 27. 26. 0. 3. 4. 5. 6. 7. , 8. 9 69 27 * 33. 31. 30. 28. 27. 26. 26. 0. 3. 4. 5. 6. 7. . 8. 9 70 28 * 33. 31. 30. 28. 27. 26. 26. 0. 3. 4. 5. 6. , 7, , 8. 9 71 29 * 33. 32. 30. 29. 28. 27. 27. 0. 3. 4. 5. 6. , 7, , 8. 9 72 30 * 35. 33. 32. 30. 29. 28. 28. 0. 3. 4. 5. 6. , 7. , 8. 9 73 31 * 36. 35. 33. 31. 30. 29. 28. 0. 3. 4. 5. 6. , 7. , 8. 9 74 32 * 37. 36. 34. 32. 31. 29. 29. 0. 3. 4. 5. 6. 7. , 8. 9 75 33 * 38. 37. 35. 33. 31. 30. 29. 0. 3. 4. 5. 6. , 7, . 8. 9 76 34 * 40. 39. 37. 35. 33. 32. 31. 0. 3. 4. 5. 6. , 7, . 8. 9 77 35 * 41. 40. 39. 37. 35. 34. 33. 0. 3. 4. 5. 6. , 7, , 8. 9 78 36 * 43 . 41. 41. 39. 38. 36. 35. 0. 3. 4. 5. 6. 7, , 8. 9 79 37 * 35. 33. 34. 33. 31. 29. 28. 0. 3. 4. 5. 6. , 7. , 8. 9 80 38 * 11. 11. 11. 11. 11. 11. 10. 0. 3. 4. 5. 6. , 7, . 8. 9 81 39 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, . 8. 9 82 40 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, . 8. 9 83 41 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, , 8. 9 84 43 * 16. 15. 15. 14. 15. 15. 14. 0. 3. 4. 5. 6. , 7, , 8. 9 85 44 * 21. 20. 19. 19. 19. 19. 18. 0. 3. 4. 5. 6, , 7, , 8. 9 86 45 * 21. 20. 19. 18. 18. 18. 18. 0. 3. 4. 5. 6. . 7. , 8. 9 87 46 * 19. 18. 17. 16. 16. 16. 16. 0. 3. 4. 5. 6. , 7. , 8. 9 88 47 * 24. 24. 23. 22. 21. 20. 19. 0. 3. 4. 5. 6. 7. , 8. 9 89 48 * 36. 36. 35. 33. 33. 32. 31. 0. 3. 4. 5. 6, , 7, . 8. 9 90 49 * 35. 34. 33. 32. 31. 30. 30. 0. 3. 4. 5. 6, . 7. . 8. 9 91 50 * 37. 34. 32. 31. 28. 26. 26. 0. 6. 7. 8. 9. ,10. ,11. 12 92 51 * 36. 34. 32. 31. 28. 26. 26. 0. 6. 7. 8. 9. .10. ,11. 12 93 52 * 41. 39. 37. 35. 32. 29. 28. 0. 6. 7. 8. 9. 10. ,11. 12 94 52a * 29. 26. 25. 24. 24. 24. 24. 0. 3. 4. 5. 6. , 7, . 8. . 9 95 53 * 29. 28. 27. 27. 27. 27. 27. 0. 3. 4. 5. 6. , 7, . 8. 9 96 53a * 24. 24. 24. 24. 24. 24. 24. 0. 3. 4. 5. 6. , 7, . 8. 9 97 54 * 23. 22. 21. 21. 20. 18. 17. 0. 3. 4. 5. 6. , 7, . 8. 9 98 54a * 37. 36. 35. 34. 33. 32. 31. 0. 3. 4. 5. 6. , 7, , 8. 9 99 55 * 35. 32. 33. 33. 32. 30. 29. 0. 3. 4. 5. 6, . 7, . 8. , 9 100 55a * 18. 18. 18. 17. 16. 15. 15. 0. 3. 4. 5. 6, , 7, . 8. , 9 101 56 * 20. 21. 20. 20. 19. 18. 17. 0. 3. 4. 5. 6. , 7, . 8. . 9 102 57 * 30. 27. 29. 28. 28. 26. 26. 0. 3. 4. 5. 6. , 7, . 8. 9 103 58 * 25. 23. 24. 24. 23. 22. 21. 0. 3. 4. 5. 6. , 7, . 8. 9 104 59 * 28. 25. 27. 27. 26. 25. 25. 0. 3. 4. 5. 6, . 7, . 8. , 9 105 60 * 16. 18. 18. 18. 17. 16. 16. 0. 3. 4. 5. 6, , 7, . 8. , 9 106 61 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6, . 7, . 8. , 9 HEIGHT INDEX 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 Calavera Hills - Village U - daytime traffic first floor receivers, with barriers BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 5 4 1 1 1 1 1 2 2 2 2 3 4 5 5 5 7 7 8 5 1 1 1 1 1 1 1 1 1 2 5 4 5 7 8 7 6 1 4 3 1 1 1 1 1 1 1 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION UIWALL.OPT 9/5/01 9:13 AM 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20. 0. 0. 0. 0. 0. 3. 3. 3. 3. 3. 3. 3. 3. 4. 4. 6. 5. 0. 0. 0. 0. 0. 3. 3. 3. 3. 8. 8. 9. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 4. 5. 6. 0. 3. 6. 8. 9.11. 9. 8. 7. 0. 5. 0.20. 3. 3. 6. 6. 4. 0. RESULTS ************* REC REC ID LEQ LEQ(Z(0)) IL 1 1 57, .7 61, .9 4.2 2 2 57, .6 61, .1 3.5 3 3 57, .9 60, .4 2.5 4 4 56, ,5 58, ,9 2.4 5 5 56, .9 59, .6 2.7 6 6 56, .7 59, .9 3.2 7 7 56, ,4 60, .7 4.3 8 8 54, ,3 55, .5 1.2 9 9 54. ,6 55, .7 1.1 10 10 55, .2 56, .3 1.2 11 11 56, ,0 57, .2 1.2 12 12 55, ,9 58, .1 2.2 13 13 56, ,6 59, .2 2.6 14 14 57 , .8 60, .8 3.0 15 15 57, ,3 61, ,2 3.9 16 16 57, ,7 63, .1 5.4 17 17 58, ,2 65, .1 8.0 18 18 58. ,2 66, .6 8.4 19 19 58, ,4 69, .6 11.2 20 20 49, ,0 62, .4 13.5 21 21 58. ,1 66, .9 8.8 22 22 55. ,9 64, .4 7.5 23 23 55. 1 63, ,3 8.2 24 24 53. ,3 61, .6 8.4 25 25 55. ,6 56, .7 1.1 26 26 55. ,5 56, .7 1.2 27 27 56. 7 58, ,3 1.6 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH-STEEL COST 0. 145500. 0. 0. 0. AREA (SQ. FT.) 0. 26701. 0. 0. 0. TOTALS: $ 145500. 26701. END OF ALL CASES UIWALL.OPT 9/5/01 9:13 AM ************************* OPTIMA-VUl ************************* 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 ************* Calavera Hills Village U - daytime traffic EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES **************************************************** BARRIER SECTION NO IDENT EFFECTIVENESS/COST RATIO CORRESPONDING BARRIER HEIGHTS(IN FT) SIGHT INDEX 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 15 * 0. 0 . 0. 2 16 * 0. 0 . 0. 3 17 * 0. 0, . 0. 4 18 * 0. 0 . 0. 5 18a * 0. 0 . 0. 6 19 * 0. 0, . 0. 7 20 * 0. 0, . 0. 8 21 * 0. 0, . 0. 9 22 * 0. 0, . 0. 10 23 * 0. 0, . 0. 11 24 * 0. 0 . 0. 12 25 * 0. 0 . 0. 13 26 * 0. 0, . 0. 14 27 * 0. 0, . 0. 15 28 * 0. 0, . 0. 16 29 * 0. 0, . 0. 17 30 * 0. 0, . 0. 18 31 * 0. 0, . 0. 19 32 * 0. 0, . 0. 20 33 * 0. 0, . 0. 21 34 * 0. 0, . 0. 22 35 * 0. 0, . 0. 23 36 * 0. 0, . 0. 24 37 * 0. 0, , 0. 25 1 * 0. 0, .20. 26 2 * 0. 0, .20. 27 3 * 0. 0, .20. 28 5 * 0. 0, .20. 29 6 * 0. 0, .20. 30 7 * 0. 0, .20. 31 8 * 0. 0, ,20. 32 9 * 0. 0, .20. 33 10 * 0. 0, .20. 34 12 * 0. 0, .20. 35 13 * 0. 0, .20. 36 14 * 0. 0, .20. 37 16 * 0. 0, .20. 38 17 * 0. 0, .20. 39 18 * 0. 0, .20. 40 20 * 0. 0, ,20. 41 21 * 0. 0, .20. 42 22 * 0. 0, .20. 43 1 * 18. 19. 18. 17. 17. 16. 16. 0, . 3. 4. 5. 6. 7. 8. 9 44 2 * 0. 0. 0. 0. 0. 0. 0. 0, . 3. 4. 5. 6. 7. 8. 9 U2WALL.0PT 9/5/01 9:14 AM 45 3 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7. , 8. 9 46 4 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7. , 8. 9 47 5 * 28. 25. 23. 22. 23. 24. 24. 0. 3. 4. 5. 6. 7. , 8. 9 48 6 * 35. 33. 29. 28. 29. 30. 30. 0. 3. 4. 5. 6. 7. , 8. , 9 49 7 * 44. 45. 40. 37. 38. 39. 39. 0. 3. 4. 5. 6. 7. , 8. 9 50 8 * 44. 42. 39. 38. 39. 39. 39. 0. 3. 4. 5. 6. 7. , 8. 9 51 9 * 44. 41. 39. 39. 39. 39. 39. 0. 3. 4. 5. 6. 7. , 8. 9 52 10 * 42. 39. 39. 39. 38. 38. 37. 0. 3. 4. 5. 6. . 7, . 8. . 9 53 11 * 39. 38. 38. 37. 36. 34. 34. 0. 3. 4. 5. 6. 7. . 8. 9 54 12 * 37. 37. 36. 34. 33. 32. 31. 0. 3. 4. 5. 6. 7. , 8. 9 55 13 * 36. 36. 35. 33 . 32. 31. 30. 0. 3. 4. 5. 6. 7. , 8. 9 56 14 * 35. 34. 33. 32. 31. 29. 29. 0. 3. 4. 5. 6. , 7, . 8. . 9 57 15 * 35. 35. 33. 32. 30. 29. 29. 0. 3. 4. 5. 6. 7, . 8. , 9 58 16 * 36. 35. 34. 32. 31. 30. 30. 0. 3. 4. 5. 6. 7. . 8. 9 59 17 * 37. 36. 35. 34. 33. 31. 31. 0. 3. 4. 5. 6. 7. , 8. 9 60 18 * 38. 37. 35. 34. 33. 32. 31. 0. 3. 4. 5. 6. , 7, . 8. , 9 61 19 * 33. 33. 32. 31. 31. 30. 29. 0. 3. 4. 5. 6. , 7, . 8. , 9 62 20 * 25. 24. 23. 22. 21. 20. 20. 0. 3. 4. 5. 6. 7, , 8. 9 63 21 * 28. 27. 26. 25. 24. 23. 23. 0. 3. 4. 5. 6. 7. , 8. 9 64 22 * 29. 28. 26. 25. 24. 24. 23. 0. 3. 4. 5. 6. , 7, . 8. . 9 65 23 * 29. 28. 27. 25. 25. 24. 23. 0. 3. 4. 5. 6. 7. . 8. , 9 66 24 * 31. 30. 29. 28. 27. 26. 25. 0. 3. 4. 5. 6. 7, . 8. , 9 67 25 * 34. 33. 31. 30. 29. 28. 28. 0. 3. 4. 5. 6. 7. , 8. 9 68 26 * 36. 35. 34. 33. 32. 31. 30. 0. 3. 4. 5. 6. , 7, . 8. , 9 69 27 * 37. 36. 35. 34. 33. 32. 31. 0. 3. 4. 5. 6. . 7, . 8. , 9 70 28 * 38. 36. 35. 34. 33. 32. 32. 0. 3. 4. 5. 6, , 7, . 8. . 9 71 29 * 39. 37. 36. 35. 34. 33. 33. 0. 3. 4. 5. 6. 7, . 8. , 9 72 30 * 41. 39. 38. 36. 35. 35. 34. 0. 3. 4. 5. 6. , 7, . 8, , 9 73 31 * 42. 41. 39. 37. 37. 36. 36. 0. 3. 4. 5. 6. , 7, . 8. , 9 74 32 * 43. 43. 41. 39. 38. 38. 38. 0. 3. 4. 5. 6. , 7, . 8. , 9 75 33 * 43. 44. 42. 40. 39. 38. 38. 0. 3. 4. 5. 6. 7, . 8. , 9 76 34 * 39. 42. 45. 41. 38. 38. 39. 0. 3. 4. 5. 6. , 7, . 8, , 9 77 35 * 39. 40. 40. 39. 37. 35. 35. 0. 3. 4. 5. 6. , 7, . 8. , 9 78 36 * 34. 36. 36. 34. 32. 30. 29. 0. 3. 4. 5. 6. , 7, . 8. , 9 79 37 * 19. 18. 18. 18. 18. 18. 18. 0. 3. 4. 5. 6. 7, . 8. , 9 80 38 * 12. 10. 10. 10. 10. 10. 10. 0. 3. 4. 5. 6. , 7, . 8, , 9 81 39 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, , 8, . 9 82 40 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. . 7, . 8. . 9 83 41 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, . 8. , 9 84 43 * 20. 19. 19. 15. 14. 14. 14. 0. 3. 4. 5. 6. , 7, . 8, . 9 85 44 * 24. 24. 22. 19. 19. 19. 19. 0. 3. 4. 5. 6, , 7, . 8, . 9 86 45 * 23. 23. 21. 19. 19. 19. 19. 0. 3. 4. 5. 6. , 7, . 8, . 9 87 46 * 21. 21. 19. 17. 17. 16. 16. 0. 3. 4. 5. 6. , 7, . 8, . 9 88 47 * 12. 12. 11. 10. 10. 10. 9. 0. 3. 4. 5. 6. , 7, . 8, . 9 89 48 * 32. 41. 42. 40. 36. 34. 32. 0. 3. 4. 5. 6. 7, . 8. , 9 90 49 * 0. 34. 41. 38. 35. 33. 32. 0. 3. 4. 5. 6. 7. . 8. , 9 91 50 * 37. 44. 44. 41. 38. 37. 37. 0. 6. 7. 8. 9. 10. .11. ,12 92 51 * 33. 41. 41. 38. 35. 34. 34. 0. 6. 7. 8. 9. ,10, .11. ,12 93 52 * 19. 20. 17. 14. 11. 10. 12. 0. 6. 7. 8. 9. 10, .11. ,12 94 52a * 25. 26. 25. 23. 21. 20. 20. 0. 3. 4. 5. 6. 7. . 8. , 9 95 53 * 27. 30. 35. 33. 31. 28. 26. 0. 3. 4. 5. 6. 7. . 8. , 9 96 53a * 27. 31. 31. 29. 27. 25. 23. 0. 3. 4. 5. 6. , 7, . 8. . 9 97 54 * 0. 0. 0. 25. 21. 22. 26. 0. 3. 4. 5. 6. , 7, . 8. . 9 98 54a * 26. 25. 25. 24. 24. 24. 24. 0. 3. 4. 5. 6. 7, . 8. , 9 99 55 * 14. 12. 12. 13. 13. 14. 14. 0. 3. 4. 5. 6. 7. . 8. . 9 100 55a * 20. 17. 15. 15. 15. 16. 17. 0. 3. 4. 5. 6. , 7, . 8, . 9 101 56 * 25. 26. 24. 22. 20. 18. 17. 0. 3. 4. 5. 6. 7, , 8, , 9 102 57 * 21. 19. 19. 21. 20. 18. 17 . 0. 3. 4. 5. 6. 7. . 8, . 9 103 58 * 23. 23. 21. 19. 17. 17. 16. 0. 3. 4. 5. 6. 7. , 8. . 9 104 59 * 26. 26. 23. 20. 17. 14. 14. 0. 3. 4. 5. 6. . 7, . 8, . 9 105 60 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. 7, , 8. . 9 106 61 * 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 6. , 7, . 8, . 9 HEIGHT INDEX 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 Calavera Hills - Village U - daytime traffic second floor receivers, with barriers BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 5 4 1 1 1 1 1 2 2 2 2 3 4 5 5 5 7 7 8 5 1 1 1 1 1 1 1 1 1 2 5 4 5 7 8 7 6 1 4 3 1 1 1 1 1 1 1 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION U2WALL.0PT 9/5/01 9:14 AM 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20. 20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20. 0. 0. 0. 0. 0. 3. 3. 3. 3. 3. 3. 3. 3. 3. 3. 4. 4. 6. 5. 0. 0. 0. 0. 0. 3. 3. 3. 3. 4. 5. 6. 6. 6. 8. 8. 9. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 6. 8. 9.11. 9. 8. 7. 0. 5. 4. 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 27 REC ID 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 LEQ 65.2 64.3 62.9 60.7 61.4 61.0 62.0 55 56 57 57 59 60 62 52.7 53.8 67.2 67.2 69.6 52.8 64 58 56 56 57 58 58 LEQ(Z(0)) 67.3 67.3 64.8 63.2 63.9 IL 2.1 64. 66. 57. 57. 58. 58. 61.8 63.0 65. 66. 69. 69. 70. 69. 62. 67. 64. 63. 62.3 58.4 59.1 60.2 .9 .9 .5 .5 .3 .0 .0 .9 .9 1.1 2.1 2.2 2.9 3.8 5.3 2.2 2.8 .3 9.8 3.5 6.5 7.0 6.0 .9 .9 1.9 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH-STEEL COST 0. 145500. 0. 0. 0. AREA 0. 26701. 0. 0. 0. (SQ. FT.) ******************************************************************** TOTALS: 145500. 26701. END OF ALL CASES U2WALL.0PT 9/5/01 9:14 AM