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HomeMy WebLinkAboutCT 01-03; CALAVERA HILLS VILLAGE E-1; NOISE TECHNICAL REPORT; 2002-04-26TABLE OF CONTENTS Summary of Findings Introduction Analysis Methodology A. Applicable Standards and Definitions of Terms B. Traffic Noise Analysis Existing Conditions Future Acoustical Environment and Impacts Mitigation References Cited FIGURES 1: Regional Location 2: Aerial Photograph of the Project Site and Surrounding Vicinity 3: Proposed Project Tentative Map 4: Future Projected Noise Contours without Mitigation 5: Modeled Receiver Locations 6: Proposed Noise Barriers TABLES 1: Traffic Parameters 2: Future Noise Levels Due to Traffic on College Boulevard and Carlsbad Village Drive ATTACHMENTS 1: ST AMINA output -future conditions, contour receivers 2: ST AMINA/OPTIMA output -future conditions, backyard receivers 1 1 5 5 6 8 8 12 14 2 3 4 9 10 13 7 11 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 II 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 communities in the area. The current study evaluates design specifics associated with the development of Village E-1 of the community of Calavera Hills in the city of Carlsbad. The proposed project, located at the intersection of College Boulevard and Carlsbad Village Drive, would construct 39 multi-family buildings. Construction of noise barriers varying from three to eleven feet in height, adjacent to Carlsbad Village Drive and College Boulevard, 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 in Buildings 3 through 17. Introduction The proposed Calavera Hills Village E-1 project is located at the intersection of College Boulevard 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 E-1 will construct 39 multi-family buildings and provide three active recreation areas. 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. 1 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. Adding 5 dB and 10 dB to the evening and nighttime hours accounts 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 Guidelines 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 permitted. 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. 5 TABLEl TRAFFIC PARAMETERS Percent Percent Percent Medium Heavy Speed Roadway ADT Autos Trucks Trucks (mph) College Boulevard 24,000 95.24 3.52 1.24 50 Between Cannon Rd. & Carlsbad Village Drive Carlsbad Village Drive 17,000 97.89 1.83 0.28 45 Between Tamarack Ave. and College Boulevard 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 California vehicle noise emission levels (California Department of Transportation 1983). Exterior traffic noise levels to first-and second-floor receivers were calculated. First- floor receivers were placed at 5 feet above ground level; second-floor receivers were placed at 15 feet above ground level. Additional receivers at five feet above ground level were modeled throughout the site to determine noise contours. 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 ST AMINA as indicated above. The ST AMINA 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. The OPTIMA model calculates noise levels at selected receivers for varying noise barrier heights using the STAMINA output. Receivers, roadways, and barriers are input into the STAMINA model using three- dimensional coordinates. 7 Grading for Village E-1 and the roadways were obtained in the form of computer-aided design (CAD) drawings from the project engineers (Grunow pers. comm. 2002). The Y-axis pointed north and the X-axis pointed east. As an option, STAMINA calculates ground absorption rates as reflective or absorptive. Future conditions were evaluated using reflective (hard) site assumptions. Hard sites have an attenuation of 3 dB for every doubling of distance from a line source. Existing Conditions The 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 E-1 ranged from 46 to 58 dB(A) Leg (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 at the buildings adjacent to Carlsbad Village Drive and future College Boulevard (Buildings 2 through 17). When building shielding is taken into account, noise levels at the remaining buildings can be expected to remain below the 60 CNEL standard. For multi-family residential units, the usable exterior areas are assumed to be the building patios and backyards. Noise levels were modeled at 38 locations in the backyards of the units at the perimeter of the project 10 feet back from the pad edge. ST AMINA 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 at the units adjacent to Carlsbad Village Drive and College Boulevard are projected to exceed 60 CNEL without mitigation (Buildings 3 through 17). 8 TABLE2 FUTURE NOISE LEVELS DUE TO TRAFFIC ON COLLEGE BOULEVARD AND CARLSBAD VILLAGE DRIVE Projected Noise Level without Projected Noise Level with Noise Barriers (CNEL) Noise Barriers (CNEL) Receiver Number 1st Floor 2"cI Floor 1st Floor 2"cI Floor 1 58 59 57 57 2 59 59 57 58 3 59 61 58 59 4 60 62 60 60 5 62 63 58 62 6 62 64 59 62 7 65 66 60 65 8 67 67 60 67 9 69 69 60 69 10 69 69 60 69 11 69 69 60 69 12 69 69 60 69 13 67 69 60 69 14 66 69 60 69 15 66 69 60 69 16 66 69 60 68 17 66 69 60 68 18 66 69 60 69 19 66 70 60 69 20 66 70 60 69 21 66 70 60 69 22 66 70 60 70 23 67 70 60 70 24 67 71 60 70 25 68 72 60 69 26 69 73 59 68 27 70 73 60 67 28 69 72 60 66 29 70 72 60 66 30 69 72 60 66 31 69 72 60 66 32 69 72 59 66 33 69 72 60 66 34 69 72 60 66 35 69 72 60 68 Mitigation As indicated, future projected noise levels at the units adjacent to Carlsbad Village Drive and College Boulevard are anticipated to exceed applicable standards without mitigation. Mitigation of these noise levels can be accomplished through the construction of noise barriers. Noise barriers were modeled using STAMINA and OPTTh1A as described above. The STAMINA and OPTIMA input and output for modeling the noise barriers are contained in Attachment 2. Table 2 shows the resulting noise levels at the modeled receivers after construction of noise barriers. Construction of noise barriers varying from three to eleven feet in height, as shown in Figure 6, will result in noise levels for ground-floor exterior usable areas at or below 60 CNEL. With construction of the proposed barriers, ground floor noise levels throughout the project site will be at or below 60 CNEL. The ST AMINA and OPTIMA input and output for modeling the noise barriers are contained in Attachment 2. The barrier heights specified are relative to final pad elevations or the top of slope as shown in Figure 6. It is City policy to discourage the use of noise walls in excess of six feet in height. Required barrier heights may be achieved through the construction of walls, berms, or wall/berm combinations. The effectiveness of a barrier is dependent upon the quality of construction and the barrier material mass and acoustical properties. Barriers should be free of cracks and holes. The transmission loss through a barrier should be at least 10 decibels greater than the estimated barrier attenuation (Federal Highway Administration 1979:34). If a barrier attenuates noise levels by 5 dB(A) at a receiver location, the barrier transmission loss must be at least 15 dB(A) to prevent audible noise from traveling through the barrier and adding to the acoustical environment. Examples of acceptable barrier materials include, but are not limited to, masonry block, wood frame with stucco, 0.5-inch-thick Plexiglas, or 0.25-inch-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 construction of the proposed barriers, second floor exterior noise levels could exceed 60 CNEL for the buildings adjacent to Carlsbad Village Drive and College Boulevard (Buildings 3 through 17). For residential units in these buildings, the state building code requires that a detailed analysis be performed demonstrating 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 demonstrating that interior noise levels due to exterior sources will be at or below the 45 CNEL standard. The analysis shall consider the units in Buildings 3 through 17. 12 References Cited California Department of Transportation 1983 California Vehicle Noise Emission Levels. Report No. FHWA/CAffl-84/13. August. Carlsbad, City of 1994 Noise Element. City of Carlsbad General Plan. 1995 Noise Guidelines Manual. September. Federal Highway Administration 1979 Federal Highway Administration Noise Prediction Model. Report No. FHWA- RD-77-108, with California Vehicle Noise Emissions Levels. Washington, D.C. Grunow, Ron 2002 Personal Communications and CAD files delivered to Cheryl Johnson, RECON, February 15. Hunsaker & Associates, Inc. RECON 2001 Noise Technical Report for the Calavera Hills Master Plan Phase Il 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. 14 ATTACHMENTS ATTACHMENT 1 *.STA CONTI CONT2 CONT3 KEY TO FILE CODES ATTACHMENT 1 ST AMINA output file I st 40 Contour Receivers 2nd 40 Contour Receivers Last 18 Contour Receivers STAM2Wl version 1. 20 STAMINA 2. 0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: NOTE: 1. ALLOW EQUIVALENT SPEEDS B~ 30 MPH PER NCHRP 311; 2 . CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4 , VEHS AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL. OTA 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 3'l203-242S TEL 615-327-8130, FAX 615-327-8137 IN STAl"f2VU1, THE TRAFFIC PATA FROM THE ORIGINAL DATA f'ILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2. 0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS Rf:FLECTEP BELOW IN THE *,STA OUTPUT FILE. THE ORlGINAL DATA FILE IS UNCHANGED. ( INPUT UNITS-ENGLISH , OUTPU'l' UNITS-ENGLISH l calavera Hills, Village e:-1 EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .oo .00 .00 .ooo 2.300 8.000 OROADWAY 41 42 43 44 45 46 47 48 49 so Sl 52 SJ 54 55 OROADWAY ss 56 57 SB 59 60 61 62 63 64 65 66 61 68 69 OROAPWAY 69 1 2 CODE 1 2 3 4 s 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT ADJUSTMENT FOR PASSENGER CARS HEIGHT ADJUSTMENT FOR HEAVY TRUCKS HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO ICARSJ IHTJ IMTJ (VEH4l CO :-= 5.20 Cl = 38.80 SO = HEIGHT AOOUSTMENT FOR TYPES VEHICLES (VEHS) MT--CALVENO CO s 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES IVEH6} HT--CALVENO CO • 50,40 Cl • 19.20 so = College Boulevard nb (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT 0. 30. 0 VEH4 733. so.a VEHS 27. 50.0 VEH6 10. so.o - - ---- - -----COORDINATES---------- - - -X y z GRADE 6243206. 7 2002908. S 170.0 1 6243168. 3 2002983. 2 176.0 1 6243133.3 2003060. l 182.0 1 6243102. 3 2003145. 4 188.0 1 6243072. 9 2003238. 8 194.0 1 624296S .4 2003596 .6 220.0 1 6242882. 9 2003870 .1 240.0 1 6242842. 3 2004006. 6 250.0 1 6242813. 3 2004094. 4 256.0 1 6242788. 3 2004157 .9 260.0 1 6242746 .4 2004250 .1 266.0 1 6242697. 3 2004338. 8 272 .0 1 6242641. 1 2004425. 4 278.0 1 6242567, 9 2004525. 4 284.0 1 6242321, l 2004861. 6 304 .o 1 College Boulevard nb contd. {s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT o. 30.0 VEH4 733. 50.0 VEHS 21. so.o VEH6 10. so.o ------- - ----COORDINATES-- - --- - - ----- X y z GRADE 6242321.1 2004861.6 304,0 1 6242172. 9 2005062. 9 316.0 1 6242116.1 2005139. 7 322.0 1 6241879 .2 2005461. 6 350.0 1 6241842. 3 2005514. 7 354.0 1 6241806. 7 2005572. 6 358.0 1 6241772 .6 2005639. 4 362 .o 1 6241739 .a 200511.9. 7 366.0 1 6241709,8 2005821. 0 370.0 1 6241696 .1 2005887 .2 372 .0 1 6241684.5 2005970.1 374.0 1 6241682 .3 2006070 .4 375.4 1 6241691. l 2006188. S 376.0 1 6241710.4 2006288. S 378,0 0 6241740.4 2006386. 0 377 .o 0 College Boulevard nb (n-of•cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 1192. so.o VEH5 44. so.a VEH6 16. so. 0 -- ----- - ----COORDINATES--- ---- ------ X y z GRADE 6241740. 4 2006386. 0 377. 0 0 6241752. 5 2006417.0 376,0 0 6241783. 9 2006487. 6 374.0 0 .00 .oo .oo CONTI.STA 4/15/2002 3 6241817 .6 2006549.6 372.0 0 4 6241887 .3 2006652. S 370.0 0 s 6241954. 9 2006738.1 368.0 0 6 6242021.3 2006821.2 366.0 0 7 6242089. 7 2006907. 6 364.0 0 8 6242157 .2 2006992. 4 362.0 0 9 6242216. 9 2007067 .6 360.0 0 10 6242274.8 2001140.4 358.0 0 11 6242366. 2 2007259.6 356.0 0 12 6242410. 8 2001327. 5 354.0 0 13 6242439 .8 200'1376.4 352 .o 0 14 6242486 .3 2007465. 0 348. 5 0 OROADWAY College Boulevard nb contd. (n-of-cvdl VEHICLE TYPE VEHICLES/ HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT o. 30.0 I/EH4 U92. so.o 1/EHS 44. 50.0 VEH6 16. so.o 0 - - --- - - - - ---COORDINATES------------ - X y z GRADE 14 6242486. 3 2007465.0 348. 5 0 15 6242526.2 2007556. 9 345.0 0 16 6242560. 6 2007651. 0 341.5 0 17 6242593. 7 2007746.4 338.0 0 18 6242626. 6 2007841. 3 334.5 0 OROADWAY College Boulevard sb (n-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEHS 44. 50.0 I/EH6 16. so.o ------------COORDINATES------------- X y z GRADE 1 6242587. 6 2007857 .1 334 .s 1 2 6242555. 0 2007763. 7 338.0 1 3 6242521.2 2007666. 3 341.S 1 4 6242487. 8 2007574.3 345.0 1 5 6242449. 3 2007486. 1 348.S 1 6 6242411.8 2007413. l 352.0 1 7 6242389. 6 2007374. 3 354.0 1 8 6242342. 0 2007299 .1 356. 0 1 9 6242311.S 2007255.8 358.0 1 10 6242221.4 2007140. S 360.0 1 11 6242152 .1 2007053. 8 362 .0 l 12 6242067. 3 2006946. S 364.0 1 13 6241996.4 2006857. 7 366.0 1 14 6241918. 6 2006760. 0 368.0 1 15 6241881. 3 2006712. 9 370.0 1 OROADWAY College Boulevard sb contd. (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 I/EH4 1192. 50.0 VEHS 44. 50.0 VEH6 16. 50.0 ------- - - ---COORDINATES-- - ---- - -----X y z GRADE 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 200643'1.1 3'76.0 1 4111 6241701. 7 2006402. 9 377 .o 1 OROAOWAY College Boulevard ab (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. so.a VEHS 27. so.a VEH6 10. so.a -- - --- ---- --COORDINATES--- - ---- -----X y z GRADE 4 6241701. 7 2006402. 9 377. 0 1 s 6241669. 8 2006299. l. 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 .o 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 3S0.0 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 OROADWAY College Boulevard sb contd. ls-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT 0. 30.0 VEH4 133. 50. 0 VEHS 27, 50.0 VEH6 10. so .o ----- - - -----COORDINATES------- ------ X y z GRADE 18 6242286. 7 2004836,6 304.0 0 19 6242534 .2 2004501. 0 284. 0 0 20 6242606. 7 2004401. 6 278.0 0 21 6242661. l 2004317 .2 272.0 0 22 6242708. 6 2004231. 0 266.0 0 23 6242749. 8 2004141. 3 260.0 0 24 6242773. 9 2004080 .1 256.0 0 2S 6242801. 7 2003994. 7 250.0 0 26 6242842. 9 2003857. 9 240.0 0 27 624292S. 4 2003584. 7 220.0 0 28 6243032. 9 2003227 .2 194.0 0 2:42PM 29 6243062. 0 2003131. 9 188. 0 42 6241612. 2 2006224. 7 376.4 376.4 30 6243094. 8 2003044. 7 182 .0 43 6241604. 7 2006225. 3 376.4 376.4 31 6243130.4 2002964. 7 176.0 44 6241597. 0 2006225. 8 376.4 376.4 32 6243170.4 2002887. 9 170.0 1 BARRIER TYPE(A) Pad Edges contd. 6 {gate) OROADWAY Carlsbad Village Drive eb ---------COORDINATES---------- X y z zo DELZ p VEHICLE TYPE VEHICLES/HOUR SPEED 41 6241621. 2 2006224. 6 376.4 376.4 . 0 0 CARS o. 30.0 49 6241614. 9 2006202 .2 377 .6 )77 .6 HT o. 30.0 1 MT o. 30.0 VEH4 534. 45.0 BARRIER TYPE(A) P'1d Edges contd. 7 VEH5 10. 45.0 VEH6 2. 45.0 --- - - - - --COORDINATES--- ---- ---- - - - ------ --COORDINATES-- - ----- - - - - -X y z zo DELZ p X y z GRADE 45 6241586. 5 2006204. 6 376.2 376.2 . 0 0 eb 6239065.5 2005793.l 266.0 1 46 6241595. 6 2006203. 8 376.5 :376.S eb2 6239434.0 2005883 .6 270.0 1 47 6241602. 5 2006203. 5 376. 7 376. 7 1 6240728. 0 2006265. 6 347 .J 1 48 6241608.3 2006202.9 376.9 376.9 2 6240822. 0 2006297. 8 354.3 1 49 6241614.9 2006202.2 377 .6 377 .6 3 6240917 .4 2006329. 6 361.3 1 50 6241611.0 2006172.2 377 .o 377 .0 4 6241012. 5 2006359. 8 368.0 1 51 6241607. 3 2006128. 6 376.8 376.8 5 6241107, 5 2006381. 3 373.4 1 52 6241606. 9 2006126, 7 376. 7 376. 7 6 6241204 .3 2006392. 9 377 .4 1 53 6241605. 0 2006083. 0 376.3 376.3 7 6241301. 6 2006394.9 380.0 1 54 6241604, 2 2006056. 0 375.2 375.2 8 6241400.0 2006387 .2 381.2 0 1 9 6241495. 5 2006310. 0 381.0 0 10 6241591.0 2006343, 6 379.5 0 BARRIER TYPE(A) Pad Edges contd. 8 11 6241686. 6 2006315. 7 378.0 0 - - - - - ----COORDINATES-- - - - - - - - -X y z zo DELZ p OROADWAY 10 Carlsbad Village Drive wb 54 6241604. 2 2006056. 0 375.2 375.2 .0 0 55 6241604. 7 2006027. 3 375.1 375.1 56 6241606. 7 2005983.9 374.5 374.5 VEHICLE 't'YPE VEHICLES/HOUR SPEED 57 6241606. 7 2005981.0 374.2 374.2 CARS o. 30.0 58 6241610. 3 2005937. 7 373 .1 373.1 HT o. 30.0 59 6241613. 3 2005915. 6 373.2 373.2 MT o. 30.0 60 6241581. 0 2005903 .4 372 .o 372.0 VEH4 534. 45.0 61 6241563. 5 2005898. 5 372 .0 372.0 VEHS 10. 45.0 62 6241538. 8 2005891. 6 370.4 370.4 VEH6 2. 45.0 63 6241502. 9 2005878. 4 368.0 368.0 ---------_.:,._COORDINATES-------------1 X y z GRADE 1 6241699. 0 2006356. 0 378.0 1 BARRIER TYPE(A) Pa.d Edges contd. 9 2 6241601. 7 2006384. 3 379. 5 1 3 6241504. 5 2006411. 0 381.0 1 ---------COORDINATES----------• 6241403. 5 2006429 .1 381.2 0 X y z zo DELZ p 5 6241303. 8 2006436. 9 380.0 0 63 6241502. 9 2005878. 4 368.0 368.0 .0 0 6 6241201. 4 2006434. 8 377 .4 0 64 6241442. 3 2005856. 3 366.0 366 .o 7 6241099.6 2006422. 6 373.4 0 65 6241381. 7 2005837. 2 364.0 364 .0 8 6240999. 3 2006399. 7 368.0 0 66 6241278. 6 2005800. 0 362.0 362.0 9 6240903. 5 2006369.2 361.3 0 67 6241154. 7 2005755. 8 358.0 358.0 10 6240809. 5 2006337. 9 354. 3 0 68 6241136. 6 2005749 .2 358.0 358.0 11 6240714. 9 2006305. 6 347. 3 0 69 6241085. 9 2005731.1 358.0 358.0 wb 6239425. 7 2005913. 9 270.0 0 70 6241075.0 2005729.2 358.0 358.0 wb2 6239059. 8 2005825. 2 266.0 0 71 6241055.6 2005725.5 357 .6 357 .6 1 n 6241015. 1 2005111. 1 363.3 363.3 1 BARRIER TYPE(A) Pad Edges BARRIER 10 TYPE IA) Pad Edges contd. lo ---------COORDINATJ!:S---------- X y z zo DELZ p ---------COORDINATES---------- 1 6240931.4 2005942,0 365.8 365.8 .0 0 X y z zo DELZ p 2 6240910. 9 2005952. 8 365.8 365.8 72 6241015. 7 2005711. 7 363.3 363 .3 .o 0 3 6240892. 5 2006012. 5 365.8 365.8 73 6240993. 9 2005704. 8 363 .3 363.3 4 6240893. 5 2006014. 4 366.8 366.8 74 6240967. 7 2005775. 2 363.3 363.3 5 6240876. 0 200608'. S 366.8 366.8 75 6240969.3 2005776 .2 364.3 364.3 6 6240875 .1 2006086. 4 367. 5 367 .5 76 6240948.8 2005833.3 364.3 364 .3 7 6240858.5 2006158.3 367 .5 367 .5 77 6240960. 7 2005855. 0 364.3 364.3 8 6240858. 0 2006160. 7 368.5 368.5 1 9 6240844 .1 2006219. 8 368.5 368.5 10 6240859. 2 2006246. 0 368.5 368.5 BARRIER 11 TYPE(A) Road Edges 1 --- ---- --COORDINATES-- - - - ---- -BARRIER TYPE(A) Pad Edges contd. 2 X y z zo DELZ p 0 6239439. 0 2005867. 6 270.0 270.0 .o 0 ---------COORDINATES------ ----1 6240733. 2 2006243. 2 347 .3 347 .3 X y z zo DELZ p 2 6240827. 8 2006277. 9 354 .3 354.3 10 6240859. 2 2006246. 0 368.5 368.5 .0 0 3 6240923.2 2006310.5 361.3 361.3 11 6240871.1 2006253.9 368.5 368.5 4 6241018.1 2006339.6 368.0 368.0 12 6240915. 5 2006274. 7 369.0 369.0 5 6241111.1 2006361.8 373.4 373.4 13 6240928. 7 2006281.9 369.0 369.0 6 6241205. 0 2006372. 3 377 .4 377 .4 14 6240956. 7 2006297 .1 369.0 369.0 7 6241301. 7 2006374. 9 380.0 380.0 15 6240983. 7 2006312 .1 369.0 369.0 8 6241398. 3 2006366. 3 381.2 381.2 16 6240986. 7 2006309. 6 370.8 370.8 9 6241490. 8 2006349. 7 381.0 381.0 17 6241031. 3 2006328. 6 370.8 370.8 l 18 6241059. 6 2006335. 6 370.8 370.8 19 6241062.2 2006336.2 371. 8 371.8 BARRIER 12 TYPE(AI Road Edges contd.2 1 -• - - - - - --COORDINATES-- - - - - - - -- BARRIER TYPE(A) Pad Edges contd. 3 X y z zo DELZ p 9 6241490. 8 2006349. 7 381 .o 381.0 .o 0 ---------COORDINATES----------10 6241585. 4 2006323. 9 379.S 379, 5 X y z zo DELZ p 11 6241629.5 2006310.0 378.6 378.6 19 6241062.2 2006336.2 371.8 371.8 .o 0 12 6241640. 8 2006298. l 378.2 318 .2 20 6241088. 5 2006340. 2 371.8 371.8 13 6241647. 0 2006282. 7 378.3 378. 3 21 6241127. 7 2006145 .8 373 .5 373 .5 14 6241611.6 2006194. 7 376.0 316.0 22 6241141.9 2006348.l 374.5 374. 5 15 6241624 .1 2006122. 4 376.0 376 .0 23 6241U4. 2 2006348 .1 374 .s 374 .s 16 6241624. 6 2005984. 9 374.0 374.0 24 6241115. a 2006352 .e 376.0 376.0 17 6241634. 5 2005891. 3 372.0 372.0 25 6241200. 5 2006355. 7 377 .1 377 .1 18 6241648. 9 2005819 .1 370.0 370.0 26 6241222. 6 2006359. 0 378 .2 378 .2 1 27 6241266 .1 2006357. 7 378.5 378.5 28 6241299. 3 2006356. 7 377 .4 377 .4 BARRIER 13 TYPE(Al Ro•d Edges contd. 3 1 ---------COORDINATES---------- BARRIER TYPE(A) Pad Edges contd.4 X y z zo DELZ p 18 6241648 .9 2005819 .1 370.0 370 .0 .o 0 ---------COORDINATES---- ------19 6241663. 3 2005759. 6 368.0 368.0 X y z zo DELZ p 20 6241679. 5 2005709. 3 366.0 366.0 28 6241299. 3 2006356. 7 377 .4 37'!J .4 .o 0 21 6241696. 9 2005663 .1 364.0 364.0 29 6241332.3 2006355.4 379.0 379 .0 22 6241714. 2 2005620. 9 362.0 362.0 30 6241378 .4 2006353. 7 380.6 380.6 23 6241732. 7 2005584. 0 360.0 360.0 31 6241382, 0 2006353. 4 380.8 380.8 24 6241769. 7 2005516.9 356. 0 356.0 32 6241425. 5 2006345. 8 379.8 379.8 25 6241807. 2 2005458. 0 352 .o 352 .0 33 6241457. 7 2006338. 7 379.5 379.5 26 6241843. 6 2005406. 6 348.0 348. 0 34 6241491. 7 2006332. 0 379.6 379.6 27 6241877 .1 2005360 .4 344.0 344.0 35 6241534. 9 2006322. 9 380.5 380.5 1 36 6241537 .4 2006322. 7 380.4 380.4 37 6241579.2 2006310.4 379.1 379.1 BARRIER 14 TYPE(A) Ro6d Edges contd. 4 1 - - - - - - - --COORDINATES----- ----- BARRIER TYPE IA) Pad Edges contd. 5 X y z zo DELZ p 27 6241877. 1 2005360. 4 344.0 344.0 .o 0 ---------COORDINATES----------28 6241912. 9 2005312. 4 340.0 340.0 X y z zo DELZ p 29 6241945. 9 2005267. 3 336.0 336.0 37 6241579.2 2006310.4 379.1 379.1 .0 0 30 6241980.0 2005221. 7 332 .o 332 .0 38 6241605. 6 2006302. 3 378.3 378 .3 31 6242013.5 2005176.6 328.0 328.0 39 6241616. 7 2006284.9 377 .4 371 .4 32 6242048.1 2005129.9 324.0 324 .o 40 6241628. 7 2006264. 7 377 .o 377 .0 33 6242082.2 2005084.2 320.0 320.0 41 6241621.2 2006224.6 376.4 376.4 34 6242119. 8 2005032. 2 316.0 316.0 CONTI.STA 4/15/2002 2:42PM 35 6242169.5 2004966.3 312 .o 312.0 .0 .0 .0 .0 .o .0 .o .0 .0 .o 36 6242218. 0 2004898 .1 308.0 308.0 7 . .0 .o .o .0 .0 .o .0 .o .0 .o 1 .0 .0 .o .0 .o .0 .o .0 .0 .o .o .o .o .0 .o .0 .o .o .0 .0 BARRIER 15 TYPE(A) Road Edges contd. 5 .0 .0 .0 .0 .o .0 .o .0 .0 .o 8 . .o .o .o .o .o .0 .o .0 .0 .o - - - - --- --COORDINATES-- - - - - ----.0 .0 .0 .0 .0 .0 .o .o .0 .o X y z zo DELZ p .o .0 .0 .0 .o .0 .0 .o .0 .o 36 6242218. 0 2004898 .1 308.0 308.0 .0 0 .o .o .o .0 .o .0 .o .0 .o .0 37 6242267 .1 2004831.1 304.0 304.0 9 .o .0 .0 .0 .o .0 .0 .0 .o .o 38 6242316.2 2004764.7 300.0 300.0 .o .o .0 .o .o .o .o .0 .0 .o 39 6242366. 5 2004697 .1 296.0 296.0 .0 .0 .0 .o .0 .0 .0 .o .o .o 40 6242415.0 2004630,l 292 .o 292 .0 .0 .o .0 .o .o .0 .0 .o .0 .o 41 6242465.3 2004563.0 288.0 288.0 10 .0 .0 .0 .0 .0 .0 .0 .0 .o .o 42 6242514.4 2004496.0 284.0 284.0 .o .0 .o .0 .0 .0 . 0 . 0 .o .o 43 6242564 .1 2004429. 0 280.0 280.0 .o .0 .o .0 .o .o .o .0 .o .0 44 6242607, 4 2004367. 8 276.0 276.0 .o .0 .o .0 .o .o .o .0 .o .0 45 6242642 .1 2004312. 9 272.0 272.0 1 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY DOWN BARRIER 16 TYPE(A) Road Edges contd. 6 l • .0 .o .0 .o .o .o . 0 .o .0 .0 - --------COORDINATES------- - - -.0 .o .o .0 .o .o .o .o .0 .0 X y z zo DELZ p .0 .o .0 .0 .o .0 .o .0 .o .o 45 6242642 .1 2004312. 9 272.0 272.0 .0 0 .0 .o .0 .o .o .0 .0 .o .0 .0 4£ 6242613.9 2004256.2 268.0 268.0 2 • .o .0 .0 .0 .o .o . 0 .0 .o .o 47 6242703. 3 2004197. 9 264.0 264.0 .0 .0 .0 .0 .0 .0 .o .o .0 .0 48 6242729. 3 2004140 .1 260.0 260.0 .0 .0 .o .0 .0 .o .0 .0 .o .0 49 6242753. 6 2004080. 0 256.0 256. 0 .o .0 .0 . 0 .o .o .o .0 .0 .o 50 6242713 .2 2004021.1 252 .o 252 .o 3 .o .0 .o .0 .o .0 .o .o .0 .o 51 6242789. 4 2003966. 8 248 .o 248.0 . 0 .o .0 .0 .o .0 .0 .o .0 .0 52 6242807. 3 2003912. 5 244.0 244.0 .0 .0 .o .0 .0 .o .0 .0 .o .0 53 6242831. 0 2003830. 4 238.0 238. 0 .o .o .0 .o . 0 . 0 .o .o .0 .0 54 6242855, 3 2003748.4 232 .o 232 .0 4 • .0 .o .0 .o .o .0 .o .o .0 .0 1 .0 .0 .0 .0 .0 .o .0 . 0 .0 .0 .o .o . 0 .0 .0 .o .o .0 . 0 .0 BARJlIER 17 TYPE(Al Road Edges contd. 7 .0 .0 .0 .0 .o .o .o .0 .0 .o 5 . 0 .0 .0 .0 .o .0 . 0 . 0 .0 .o - --------COORDINATES-- --------. 0 .o .o .o .o .0 .o . 0 .0 .0 X y z zo OELZ p .0 .0 .0 .0 .o .o .o . 0 .0 . 0 54 6242855. 3 2003748. 4 232.0 232.0 . 0 0 .0 .o .0 .0 .o .0 .o .o .0 . 0 55 6242880. 7 2003665,8 226.0 226.0 6 .o .o .0 .o .o .0 .o .o .o .0 56 6242905. 5 2003583. 2 220. 0 220.0 .0 .0 .0 .0 .o .o .0 .0 .0 .0 57 6242929. 8 2003501. 7 214 .0 214.0 . 0 .o .o .0 .o .0 .0 .0 .o . 0 58 6242954. 7 2003420. 2 208.0 208.0 .o .o . 0 .0 .o .o .0 .0 .o .o 59 6242980 .1 2003338. 2 202 .0 202.0 7 .o .0 .o .0 . 0 . 0 .0 .0 .0 .0 60 6243004. 3 2003255. 0 196.0 196.0 .0 .0 .o .0 .o .o .0 .0 .o .o 61 6243030. 9 2003164. 8 190.0 190.0 .0 .o .0 .0 .o .o .o .0 . 0 .o 62 6243063. 9 2003069. 5 184.0 184.0 .o .o .0 .o .o .0 .o .o .0 .o 63 6243098. 5 2002988 .1 178.0 178.0 8 • .o .o .0 .0 .o .0 .o .0 .0 .o l .o .o .o .o .o .0 .o . 0 .0 .0 .0 .0 .0 .0 .o .0 .0 .o .0 .0 BARRIER 18 TYPS(A) Road Edges contd. 8 .o .o .o .0 .0 .o .0 .o .o .0 9 .0 .0 .0 .0 .o .o .o .o .o .o ---------COORDINATES----------.o .0 .0 .0 .o .o .0 .o .0 .0 X y z zo DELZ p .o .0 .0 .o .o .o .0 .0 .o .0 63 6243098.5 2002988.1 178.0 178.0 .0 0 .0 .o .0 .o .0 .o .o .0 .o .o 64 6243123. 4 2002936 .1 174.0 174.0 10 • .0 .o .0 .o . 0 .0 .o . 0 .0 .o 65 6243152. 3 2002882. 3 170.0 170.0 .0 .o .0 .o .o .0 .o .o .0 .o 1 .o .0 .0 .0 .0 .o .0 .0 .o .0 .o .o .0 .o .0 .o .o .0 .0 .o Contour Receivers (at S feet) RECEIVER LEQIHI Ll0 - ------ -----COORDINATES-- --- --------l 56.5 59.2 X y z l 6240989. 6 2005746.2 368.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 2 6240966.4 2005813. 6 369.3 3 6240912 .1 2005981. 6 370.8 ROADWAY SEGMENT 4 6240895.8 2006048.1 371.8 5 6240880.3 2006108.4 372.S 10 6 6240874. 9 2006130. 1 372.5 7 6240858. 6 2006195.0 373.5 11 12 13 14 8 6240854.6 2006218 .o 373.5 24.3 24.5 25.0 25.4 32.6 32.8 30.6 28.9 27.1 28.8 9 6240946.9 2006282. 6 374.0 10 6240969.2 2006289 .6 314.B 29.1 29.8 30.8 31.6 11 6241010.8 2006303 .2 37S.8 1 2 3 4 10 12 6241033 .4 2006309.2 375.8 13 6241096. 7 2006323. 5 376.8 11 12 13 14 14 6241120 .4 2006327 .9 376.8 16.9 n.1 ,2.1 36.6 38 .2 38. 7 39.6 40.5 38.4 38.8 15 6241165. 0 2006334 .8 378.6 16 6241188. 0 2006336.8 378.6 39.3 39.2 37 .s 36.6 17 6241252. 2 2006340.5 379.6 1 2 3 4 10 18 6241276.2 2006340. 8 379.6 19 6241320 .8 2006339. 5 381.4 11 12 13 14 20 6241344 .1 2006338 .2 381.4 32.6 35.3 33. 7 35.1 33.4 32.2 31.J 30.4 29.2 28.5 21 6241408. 7 2006330. 5 382.4 22 6241432. 4 2006326. 9 382 .4 29.8 26.5 24.5 26.4 23 6241474.0 2006318. 6 382.4 l 2 3 • 24 6241505 .4 2006311.1 382.4 25.6 25.0 24.5 23.8 25 6241554. 7 2006297. 3 381.4 l 2 3 4 10 26 6241584 .2 2006288. 5 381.4 21 6241599. 0 2006264. 9 381.4 11 12 13 14 28 6241583. 7 2006187. 3 381.2 24.2 24.8 25.3 25. 7 26.0 23.7 26.8 25.4 30.0 29.6 29 6241582. 4 2006154. 9 381.2 30 6241579. 3 2006104. 3 380.2 31.3 31.4 32.8 30.8 31 6241576.2 2006073. 7 380.2 1 2 3 4 32 6241577 .8 2006038. 9 378.0 33 .2 35.5 36. 7 33.3 33 6241578.8 2006006. 5 378.0 1 2 3 4 10 34 6241581. 6 2005957. 4 377 .0 35 6241582. 9 2005926. 6 377 .0 ll 12 13 14 36 6240956.4 2005966. 3 370.8 37 .4 38.1 40.0 40.1 39. 6 39.4 40. 9 39.5 38.0 37 .2 37 6240949.4 2006061. 7 371.8 38 6240931. 7 2006137. 7 372 .5 36 .1 42 .1 33. 9 37 .3 39 6240906. 9 2006207. 5 37). 5 1 2 3 4 10 40 6240962. 6 2006255 .3 374.0 I 11 12 13 14 37.6 30.9 29.5 29.0 28.6 26 .3 27 .4 28. B 31.0 30. 9 ALPHA FACTORS -RECEIVER ACROSS, ROADWAY DOWN 24.4 23.8 23.2 22.8 1 . .0 .0 .0 .0 .0 .0 .0 .o .0 .o 1 2 3 4 10 .o .o .0 .o .0 .0 .0 .0 .0 .0 .o .0 .0 . 0 .o .0 .o .o .0 .0 11 12 .o .0 .o .o .o .o .o .0 .o .0 31.3 46.4 36.1 31.9 35 .2 3'1.1 36.1 35.8 35.4 34.'1 2 . .0 .o .0 .o .o .0 .o .o .o .o .0 .o .o .o .o .0 .0 .0 .0 .0 34.2 33.6 .o .o .o .o .0 .o .0 .0 .o .o 10 1 2 10 .o .0 .o .o .0 .o .0 .0 .o .0 3 . .o .0 .o .0 .0 .o .o .0 .0 .o 11 12 .0 .o .o .o .o .0 .o .0 .0 .0 33.1 33.6 34.3 34.8 35.4 35.9 35.9 34'.4 31.5 35.6 .0 .0 .o .o .0 .0 .o .0 .0 .o .0 .0 .o .o .o .o .o .o .o .0 45.3 36.5 4 .0 .o .o .o .o .0 .o .o .0 .0 .o .o .o .o .o .0 .o .o .0 .o .0 .o .0 .o .0 .0 .0 .o .0 .o REC£IVER LEQIHI Ll0 .o .0 .0 .o .0 .o .0 .0 .o .0 2 56.6 59.5 5 • .o .o .0 .o .0 .o .0 .0 .o .0 .0 .0 .0 .0 .0 .0 .0 .o .o .o ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA .o .o .o .o .o .0 .o .o .0 .0 .o .0 .o .o .o .0 .o .0 . 0 .0 ROADWAY SEGMENT 6 • .o .0 .0 .o .0 .0 .0 .0 .o .0 .o .o . 0 .o .o .0 .o .0 .o .0 10 .0 .0 .o .o .0 .0 .o .0 .0 .0 CONTI.STA 4/15/2002 2:42PM 11 12 13 14 23.7 23.9 24.4 24.8 32.0 32.4 30.1 28.4 26.6 28.4 11 12 13 14 32.9 35.8 34.2 35.8 34.0 33.2 32.5 31.8 30.5 29.8 28.8 29.4 30.4 37.1 1 2 3 4 10 31.2 28.0 26.2 28.3 1 2 3 4 11 12 13 14 27.8 27,3 27.0 26.S 36.3 33.0 41.5 35.8 37.3 38.4 39.2 40.2 38.2 38.6 1 2 3 4 10 39.4 39.4 37. 7 37 .o 11 12 13 14 1 2 3 4 10 26.9 27.4 27. 7 28.0 28.0 25.8 28.6 27 .1 31.6 31.1 11 12 13 14 32.8 32.7 34.0 32 .o 32.6 35.6 34 .l 35.l 33 .5 32.4 31.6 30.6 29.4 28.6 1 2 3 4 34.2 36.5 37 .) 33. 8 29.9 26.6 24. 7 26.5 l 2 3 4 10 1 2 3 4 26.0 25.4 24.8 24.3 11 12 13 14 1 2 3 4 10 37. 7 38.6 40.0 39.S 38.6 37 .) 38.9 36.8 35.l 34.0 11 12 13 14 33.0 38.7 30.8 34.2 24.5 25.2 25.6 26.2 26.2 24.1 27.0 25.6 30.2 29.8 1 2 3 4 10 31.5 31.5 33.0 30.9 11 12 13 14 1 2 3 4 34.8 28.2 26. 9 26.3 26.0 23.9 25.0 26.6 28.9 28.9 33 .4 35.9 36.9 33.1 1 2 3 4 10 22.4 21.8 21.3 21.0 1 2 3 4 10 11 12 13 14 37 .6 38.3 40.1 40.1 39.4 39. l 40. 6 39.1 37 .6 36.6 11 12 38.2 51.l 44.4 40.0 42.0 42.2 40.9 38.9 37. 7 36.4 35.7 41.6 33.1 36.3 1 2 3 4 10 35.4 34.5 10 1 2 10 11 12 13 14 36. B 30 .2 28. 7 28.2 27. 9 25.8 26.9 28.4 30.6 30.5 11 12 33 .6 34 .8 36.2 37 .2 38 .5 40.0 40.9 41.0 39.5 42 .6 24.0 23.4 22.8 22.4 1 2 3 4 10 50.8 36 .6 11 12 37 .4 47 .4 39.2 33 .2 36.4 38.1 37. 5 36. 5 36.0 35.1 RECEIVER LEQ(Hl Ll0 5 59. 7 62.9 34.6 33 .9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33.2 34.1 34.8 35.3 36.1 36. 7 36.8 3S.5 32 .9 37 .s 10 46.3 36.5 11 12 13 14 21.4 21.8 22.2 22. 7 29.5 29.5 27.1 25.4 24.2 26.2 RECEIVER LEQ(H) Ll0 3 57 .5 60.5 26.6 27.1 28.1 34.6 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 33.8 30.5 38.8 32.9 33. 7 34.8 36.3 38.0 36.2 37. 7 10 38.6 39.2 38.1 37 .2 1 2 3 4 10 11 12 13 14 22.6 23.0 23.4 23.8 30.6 30.5 28.1 26.5 25.2 27 .2 11 12 13 14 32. 7 35.7 34.5 35.9 34.S 33.6 33.0 32.4 31.3 30.6 27.5 28.2 29.2 35.7 1 2 3 4 10 32.1 29.0 27.0 29.2 1 2 3 4 11 12 13 14 28.B 28.4 28.2 27.9 34.8 31.6 39.9 34.0 34.7 36.0 37.6 39.1 37 .2 38.3 1 2 3 4 10 38.9 39.4 38.1 37 .2 11 12 13 14 1 2 3 4 10 28.3 28.8 28.9 29.2 29. 1 26.8 29.5 27 .9 32.5 32.0 11 12 13 14 33.5 33.4 34.5 32.4 32.8 35.6 34.2 35.4 33.8 32.8 32.1 31.0 30.0 29.2 1 2 3 4 34.6 36.5 37.4 33.7 30.6 27.3 25.5 27.5 1 2 3 4 10 1 2 3 4 26.8 26.3 25.9 25.4 11 12 13 14 1 2 3 4 10 37 .6 38.5 )9.9 39.3 38 .2 36.9 38.4 36.2 34.6 33.5 11 12 13 14 32.5 38.3 30.3 33.6 25.9 26.4 26.7 27.1 27 .1 25.0 27.9 26.4 30.9 30. 5 1 2 3 4 10 32.2 32.2 33.4 31.5 11 12 13 14 l 2 3 4 34 .1 27 .6 26.3 25. 7 25. 3 23.3 24.4 25.9 28.3 28. 3 33.9 36.2 37 .2 33.2 1 2 3 4 10 21.8 21.2 20.7 20.J 1 2 3 4 10 11 12 13 14 37 .8 38.5 40.1 39. 7 38.8 37.8 39,3 37. 5 35.6 34 .5 11 12 38. 3 52.6 47.2 43.0 44.3 43.4 41. 7 39. 5 38.0 36. 6 33.5 39 .2 31.2 34. 7 1 2 3 4 10 35.6 34,4 10 1 2 10 11 12 13 14 35.3 28.6 27.3 26. 7 26.4 24 .4 25.4 27.0 29.4 29.5 11 12 33. 7 34.9 36.3 31.6 39.2 U.l 42.3 42.9 42.4 45.2 23.0 22.4 21.9 21.6 1 2 3 4 10 53. 7 36. 7 11 12 37.3 49.9 42.2 37.5 40.2 40.9 39.8 38.3 37 .2 36.1 RECEIVER LEQ(Hl Ll0 6 60.2 63 .6 35.2 34.3 10 1 2 10 ROAOWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33.S 34.7 35.8 36.1 37.8 39.0 39.4 39.1 37.1 40.7 10 49.3 36.7 11 12 13 14 21.2 21.5 21.9 22.3 29.2 29.1 26.8 25.1 23.9 25.9 RECEIVER LEQ(H) Ll0 4 58.3 61. 5 26.3 26.8 27.8 34.3 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 33.5 30.3 38. 7 32 .6 33.5 34.6 36.0 37.8 36.0 37 .s 10 38.5 39.1 38.0 37. 0 1 2 3 4 10 11 12 13 14 22 .1 22.4 22.8 23.3 30.1 30.1 27.8 26.1 24.8 26.8 11 12 13 14 33 .1 35.8 34.5 36.0 34.6 33.7 33.3 32.6 31.6 31.0 27.3 27.7 28.8 35.2 1 2 3 4 10 32.4 29.4 27.6 29.6 1 2 3 4 11 12 13 14 29.3 29.0 28.1 28.4 34 .3 31.1 39.3 33 .• 34.3 35. 5 36.8 38.6 36. 7 38.1 1 2 3 4 10 38. 8 39.3 38.2 37 .3 11 12 13 14 1 2 3 4 10 28. 7 29.2 29.4 29. 7 29.4 27.2 29.9 28.4 32.9 32.2 CONTI.STA 4/15/2002 2:42 PM 33, 8 33, 7 34. 8 32. 5 ll 12 13 14 1 2 3 4 32.8 26.3 24.9 24.3 24.0 21.9 23.0 24.5 26.8 26.9 34,7 36.7 37.4 33.6 1 2 3 4 8 10 20.4 19.8 19.3 19. l 1 2 3 4 10 ll 12 13 14 37 .5 38.5 39.8 39.2 38.2 36 .8 38 .2 36. 0 34 .4 33 .4 ll 12 38. 3 56.4 57. 7 55.5 50.2 46.2 43 .2 40.3 38.4 36 .8 32 .3 38.l 30.1 33.3 1 2 3 4 10 35.6 34.3 10 1 2 10 ll 12 13 14 33.8 27 .3 26.0 25.4 25.0 23.0 24 .1 25.6 27.9 28.0 ll 12 33.6 34.8 36 .4 38.l 41.l 43.9 46.9 49.4 54.2 54.5 21.5 20.9 20.4 20.1 1 2 3 4 10 55.4 37 .4 11 12 38 ,3 53.l 49.4 44.4 45.l 43.9 42.0 39, 7 38.1 36. 7 RECEIVER LEQ(H) LlO 9 67 .1 70. 7 35.6 34 .4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33. 7 34.8 36.4 37 .6 39.5 41.4 42. 7 43. 7 43. 7 46 .o 10 54.l 36.7 11 12 13 14 19.0 19.3 19. 7 20. l 27 .2 27 .2 25.0 23.4 22 .2 24.l RECEIVER LEO(H) LlO 7 62. 7 66.2 24. 7 25 .2 26 .3 32 .9 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ll 12 13 14 ROADWAY SEGMENT 31.9 28.7 31. 7 31.8 32 .9 34.1 3S.4 37.0 36.1 37.7 10 38.9 39.8 39.1 37.6 1 2 3 4 10 ll 12 13 l4 20.4 20.8 21.2 21.6 28.5 28.4 26.1 24.4 23.2 25.2 ll 12 13 14 33.6 36.8 36.0 38,2 37 .3 36.5 36.0 35.4 34 .5 34.0 25.6 26.1 21.1 33.6 1 2 3 4 5 10 35.1 32 .1 3l.l 33.4 1 2 3 4 ll 12 13 14 33 .3 33.3 33.6 33.9 32.9 29. 7 38.2 32. l 32.9 34.2 35.4 37.1 35.7 37 .2 1 2 3 4 10 38.3 38.9 38.1 36.8 11 12 13 14 1 2 3 4 10 35.3 34.7 34.2 33.9 33.6 31.2 33. 7 32.0 36.1 35.4 ll 12 13 14 36.1 36.4 31.4 35.0 32 .8 35.8 34.7 36.6 35.5 34 .8 34.5 34.0 33.0 32.4 1 2 3 4 37 .3 38.9 38.9 34.4 33.9 30.8 28.9 31.0 1 2 3 4 10 1 2 3 4 30.6 30.2 29.9 29.4 11 12 13 14 1 2 3 4 10 38.1 39.8 40.4 39 .6 38.3 36. 7 37 .5 35.5 33 .8 32. 7 ll 12 13 14 31.6 Y1.3 28.8 31.8 29.9 30.2 30.5 30.8 30.6 28.2 31.2 29.6 34.1 33.6 1 2 3 4 lO 35.1 35.0 35.9 33.5 ll 12 13 14 1 2 3 4 32.3 25.7 24.3 23.7 23 .3 21.2 22.2 23.7 25.9 25.9 35.5 37.2 37.6 33. 7 1 2 3 4 10 19.3 18.8 18.2 18.0 1 2 3 4 10 ll 12 13 14 37 .3 38.7 39.5 38.8 37 .8 36.4 37. 7 35.5 33.8 32.9 11 12 34 .4 52.2 53.4 60.1 61. 7 54 .4 47 .4 43.1 40.4 38.4 31.8 37.6 29.4 32.6 1 2 3 4 10 36.8 35. 3 10 1 2 10 ll 12 13 14 33 .1 26.6 25.2 24.7 24.3 22 .2 23 .3 24. 9 27 .2 27 .3 ll 12 34. 7 36.1 38.0 40.3 44.4 49.3 53 .s 57 .2 56 .2 52.2 20.8 20.2 19. 7 19.4 1 2 3 4 10 52.9 35.0 11 12 38.3 56.1 55.4 51.0 48.4 45.3 43.0 40.l 38.4 36. 8 RECEIVER LEO(H) LlO 10 67 .o 70.5 35.6 34.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1,0 DBA 11 12 ROADWAY SEGMENT 33. 7 34.8 36,4 37,9 40.5 42.7 45.0 46.5 48.6 50.4 10 55.1 37.2 11 12 13 14 19.l 19.4 19.8 20.3 27 .3 27.4 25.1 23.5 22.2 24.3 RECEIVER LEQ(HI LlO 8 64.6 68.1 24.8 25.4 26.4 32 .9 1 2 3 4 10 ROADWAY SEGMENT SOUND l,EVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY Sl!GMENT 31.9 28 .6 37. 7 32 .o 33.0 34.2 35.5 37 .1 36.3 37 .9 10 39.1 40.1 39.4 37 .8 1 2 3 4 10 11 12 13 14 20.1 20.4 20.8 21.2 28.l 28.1 25.8 24.l 22.8 24.9 11 12 13 14 34.1 37.2 36.4 38.6 37 .6 36.8 36.2 35.5 34.6 34.1 25.3 25.8 26.8 33.4 1 2 3 • 10 35. 7 32 .8 31.1 33 .4 1 2 3 4 11 12 13 14 33.3 33 .2 33.3 33.4 32.6 29.4 38,0 31.9 32.8 34.0 35.3 36. 8 35.6 37 .1 1 2 3 4 10 38.1 38.9 38.0 36.7 11 12 13 14 1 2 3 4 10 34.0 34.2 34.0 33 .9 33.5 31.l 33. 7 32.0 36.2 35.5 11 12 13 14 36.8 36.5 37.6 35.4 32.7 35.7 34. 9 36. 8 35 .8 35. 3 35. 0 34 .3 33. 3 32. 7 1 2 3 4 37.5 39.2 39.3 34.8 34 .2 30.9 29.1 31.5 1 2 3 4 10 1 2 3 4 31.2 31.0 30. 7 30.4 11 12 13 14 1 2 3 4 10 38.4 40.0 40. 7 39.8 38 .4 16.8 37 .6 35.6 33.9 32.8 11 12 13 14 31. 7 37 .3 28.8 31.9 30.8 31.3 31.3 31.6 31.3 29.0 31.7 29.9 34.3 33.9 1 2 3 4 10 35.4 35.2 36.4 34 .o 11 12 13 14 1 2 3 4 32.S 2S.8 24.4 23.8 23 .4 21.3 22.4 23.9 26.l 26.0 35.7 37.5 37,6 33. 7 1 2 3 4 10 19.4. 18.9 18.l 18 .o 1 2 3 4 10 11 12 13 14 37 .2 38. 7 39.5 38. 7 37 .6 36.3 37. 5 35.3 33. 7 32. 7 ll 12 33.4 49.7 50.8 58.l 62. 3 55.6 49.0 43.B 40.9 38.B 31.6 37.4. 29.2 32.3 1 2 3 4 10 37 .2 35.6 CONTI.STA 4/15/2002 2:42PM 1 2 3 4 11 12 13 14 32,5 32,0 31.5 31.1 30.8 28.4 38.3 32.8 33.9 34.9 36.5 38.5 37,9 39. 7 1 2 3 4 10 41.2 42.4 42,l 40.4 11 12 13 14 1 2 3 4 10 31.3 32.0 32 .2 32. 7 32.6 30.4 33 .3 31,8 36,6 36,3 11 12 13 14 38,2 38.4 40.0 38.0 37.0 40.4 39.5 41.1 39.6 38.S 37.7 36.8 35,5 34.7 1 2 3 4 40.5 43.0 43.9 39 .8 36.0 32.1 30 .7 32.8 1 l 3 4 10 1 2 3 4 32.2 31.7 31.4 30 .9 11 12 13 14 1 2 3 4 10 43.0 44.6 44.7 43.1 41.1 39 .3 39.3 36,8 35.3 33. 7 11 12 13 14 32.5 37.S 27.7 30. 7 31.2 31.8 32.0 32 .4 32.3 30.1 33 .o 31.5 36.2 35.9 1 2 3 4 10 37. 7 37.9 39.3 37 .3 11 12 13 14 1 2 3 4 31.3 24.7 23.3 22.7 21.9 19.? 20.7 22.2 25.3 25.9 39.6 41.9 42.5 38.2 1 2 3 4 10 19.4 18.9 18.4 18.1 1 2 3 4 10 11 12 13 14 41.3 43.0 43.2 41.9 40.2 38.4 38.6 36.4 )4.8 33 .4 11 12 28. 4 41. 2 37. 7 40. 7 43 .9 47 .6 53 .3 sa.o 52.8 47.1 32 .4 37 .3 27 .4 30.5 1 2 3 4 10 43.2 40. 7 10 1 2 10 11 12 13 14 31.2 24.6 23 .2 22.6 22. 9 21.3 22.) 23.9 26.1 26.1 11 12 40.2 42.8 46.2 50.4 53 .5 50.6 46.2 42-9 40.2 38.1 19.6 19.0 18. 5 18.2 1 2 3 4 10 41.7 28, 5 11 12 30.1 43. 7 40.2 43. 7 48. 4 53.8 59.3 53. 8 47, 5 43 .6 RECEIVER LEO fH) LlO 18 63 .6 67 .2 40.8 38. 7 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTION$ EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMEN'r 38.3 40.5 43.2 46.8 51.8 55.1 51. 7 46 .8 43 .0 40.3 10 43. 9 30 .4 11 12 13 14 18.8 19.1 19.5 19.9 26.3 25. 7 23.6 22.) 21.2 23.3 RECEIVER LEQIHI LlO 16 64.0 67 .5 23.9 24.4 25.4 32.1 1 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.6 29.1 39.1 33.5 34.5 35.6 37 .2 39.2 38.6 40.8 10 42.7 44.2 44.1 42.5 1 2 3 4 10 11 12 13 14 19.l 19.5 19.9 20.3 27 .3 27 .3 24.6 21.4 20.8 22.9 11 12 13 14 39.0 42.2 41.l 42.4 40.5 39.3 38.3 37 .3 36.0 35.1 21.3 23.9 24.9 31.S 1 2 3 4 10 36.4 32.9 30.9 33.0 1 2 3 4 11 12 13 14 32.4 31.9 31.4 30.9 30.9 28.5 38.4 33.0 34.0 35.1 36.5 38.6 38.l 39.8 1 2 3 4 10 41.5 42.7 42.5 40.8 11 12 13 14 1 2 3 4 10 31.2 31.8 32 .1 32 .6 32 .5 30.3 33.3 31.8 36.6 36.3 11 12 13 14 38.2 38.S 40.l 38.2 37.4 40.7 39. 7 41.3 39. 7 38. 7 37 .9 36.9 35,6 34.8 1 2 3 4 40.7 43.2 44.3 40.4 36.1 32. 7 30.8 32.8 1 2 3 4 10 1 2 3 4 32.3 31.8 31.4 31.0 11 12 13 14 1 2 3 4 10 43.5 45.1 45.1 43.4 41. 3 39.S 39.S 36.9 35.3 34.0 11 12 13 14 32. 7 37 .5 27.8 30.8 31.2 31.8 32.1 32.S 32.4 30.2 33 .1 31.6 36.3 36 .o 1 2 3 4 10 37.9 38.1 39.S 37 .5 11 12 13 14 1 2 3 4 31.4 24.8 23.4 22. 8 22.1 19.8 20.9 22.3 24.S 25.6 39.8 42.1 42.8 38.5 1 2 3 4 10 19.2 18.6 18.1 17 .8 1 2 3 4 10 11 12 13 14 41.7 43 .4 43 .6 42 .2 40 .5 38. 7 38. 7 36 .5 34 .9 33.5 11 12 2'? .9 40.537.0 39.9 43.0 46.2 51.S 57.S 54.S 48.2 32.4 37 .3 27 .4 30.4 1 2 3 4 10 43.9 41.2 10 1 2 10 11 12 13 14 31.0 24.4 23.0 22.4 21.S 20.0 22.2 23 .8 26.0 26.0 11 12 40. 7 43.5 47.1 51.4 53 .1 49.4 45.2 42.0 39.5 37.4 19. 5 18.9 18.4 18.1 1 2 3 4 10 41.0 28.0 11 12 2!L4 43.0 39.4 42.8 47.1 51. 9 58.3 55.2 48, 7 44.4 RECEIVER LEQ(H) LlO 19 64.0 67 .5 41.3 39.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38.7 41.0 43.9 47.5 52 .2 53. 7 50.1 45 .2 42.2 39. 7 5 10 43.2 29.8 11 12 13 14 18.0 18.3 18. 7 19.2 26.2 26.6 24.4 23.2 22.0 24.2 RECEIVER LEQIHI LlO 17 63. 7 67 .3 24. 7 25.2 26.2 32 .9 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMEN'T 32.3 29.8 39.7 33.9 34.8 36.l 37.6 39.7 39.0 41.3 10 43 .4 45.0 45.1 43. 7 1 2 3 4 10 11 12 13 14 19.1 19.4 19.8 20.2 27 .0 25.8 23.4 22.1 21.l 23.1 11 12 13 14 40.5 43.4 42.1 43,4 41.3 40.0 39.1 38.0 36.6 35. 7 23.7 24.3 25.3 31.9 1 2 3 4 10 36,9 33.4 31.4 33,5 l 2 3 4 11 12 13 14 32.9 32.4 31.9 31.4 31.4 28.9 39.0 33.3 34.4 35.6 37.0 39.1 38.6 40.6 1 2 3 4 10 42.4 43.7 43.6 42.1 11 12 13 14 1 2 3 4 10 31.7 32.3 32.6 33.1 33 .o 30.8 JJ .8 32 .3 37 .1 36.9 11 12 13 14 38.8 39.2 40.8 38.9 38.6 u.e 40.8 42.2 40.4 39.1 38.3 37 .2 35.9 35.1 1 2 3 4 41.5 44.2 45.4 41.6 36.4 32.9 31.0 33.0 1 2 3 4 10 CONTl.STA 4/15/2002 2:42PM 10 11 12 13 14 44.9 46.2 46.0 44.1 41.9 39.8 40.0 37 .3 35. 7 34 .2 11 12 26.5 37.9 34.1 36.4 39.6 41.6 45.0 48.9 55.2 57 .3 32.9 37.9 28.5 31.5 1 2 3 4 10 50.8 45.9 10 l 2 s 8 10 11 12 13 14 32.2 25.5 24.2 23.6 22.9 20.6 21,6 23.1 25 .1 24.9 11 12 45.0 49.S 53.2 52.0 47.6 43.9 41.1 38.6 36.6 34.6 18.5 18.6 18.2 17 .8 1 2 3 4 10 38.3 26.5 11 12 27 .6 39. 7 36.l 38.8 41.8 44.5 48.9 55.0 57. 6 50.9 RECEIVER LEQ(H} LlO 22 64 .5 68.0 46.0 42.6 10 1 2 10 ROADWAY SEGMEN1' SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 42.2 45. l 49.6 53 .1 51.9 47 ,6 43. 7 40. 9 38. 6 36. 5 10 40.3 27.7 11 12 l3 14 19.8 20.1 20.S 21.0 28.2 28.3 26.3 25.0 23.8 25.9 RECEIVER LEQIHI LlO 20 64 .o 67. 6 26.4 27 .0 27. 9 34.6 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ll 12 13 l4 ROADWAY SEGMENT 34 .1 31. S 40. 8 34. 7 35. 7 36. 9 38.4 40. 7 40.0 42 .s 10 45.1 47.4 48.1 46.9 1 2 3 4 10 11 12 13 14 18.2 18.3 19. 0 19.3 26.5 26.9 24.6 23.4 22.3 24.4 11 12 13 l4 43 .2 45.9 44.1 45.0 42.6 41.1 40.0 38.8 37. 3 36.4 24.9 25.S 26.5 33.1 l 2 3 4 10 37. 5 34.0 32.0 34 .0 l 2 3 4 11 12 13 l4 33.4 32.8 32.3 31.8 32.6 30.0 39.6 34.0 35.0 36.2 37. 7 39. 9 39.1 41.5 l 2 3 4 10 43.6 45.4 45.6 44.2 11 12 l3 l4 l 2 3 4 10 32.0 32. 7 33.0 33.5 33.5 31.3 34.3 32 .8 37. 7 37. 5 11 12 13 l4 39.6 40.0 41.9 40.1 41.0 43.9 42.5 43.6 41.6 40.2 39.2 38.1 36. 7 35.8 l 2 3 4 42.8 45.9 47.8 44.7 37.0 33.5 31.5 33.5 1 2 3 4 10 l 2 3 4 33.0 32.4 32.0 31.5 11 12 13 14 1 2 3 4 10 48.5 49. 7 48,6 46.0 43.2 41.0 40.8 38 .2 36.3 34.8 11 12 13 l4 33.6 39.2 30.2 33 .3 31. 7 32.4 32.7 33.2 33.l 30.9 33.9 32.4 37 .2 37 .o l 2 3 4 10 38.9 39.3 41.0 39.l ll 12 13 14 l 2 3 4 33.8 27.3 25.9 25.3 24.9 22.5 23.4 24.9 27 .0 26. 7 41.7 44.4 45.9 42.3 l 2 3 4 10 20.0 19.4 18. 8 18.5 1 2 3 4 10 11 12 13 l4 45.5 46.8 46.S 44.5 42.1 40.0 40.1 37 .5 35. 7 34.2 ll 12 26.2 37 .4 33.5 35. 9 39.1 41.0 44.0 47.6 53 .3 57 .9 32.9 38.3 28.8 31.8 l 2 3 4 10 52.5 46.9 10 l 2 10 ll 12 l3 14 32.4 25.7 24.4 23.7 23.2 20.8 21.8 23.4 25.3 25.1 11 12 46.1 50.5 53. 6 so.a 46.6 43.2 40.4 38.0 36.1 33 .8 18.4 17 .8 17 .3 17 .0 1 2 3 4 10 37 .8 26.2 ll 12 27 .2 39.l 35 .5 38.0 41.2 43.647.7 53.2 57 .9 52.6 RECEIVER LEQ(Hl LlO 23 64.9 68.4 47 .1 43.3 10 l 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 42.8 46.050.7 53 .3 50. 7 46.4 43.0 40.2 38.0 35. 9 10 39.6 27 .2 11 12 l3 l4 20. 7 21.0 21.4 21.9 29.1 29.1 27 .1 25. 7 24.5 26.6 RECEIVER LEQIHl LlO 21 64.3 67 .9 27.1 27.6 28.7 35. 3 l 2 3 4 10 ROADWAY SltGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 l4 ROADWAY SEGMENT 34.8 32.2 41.3 35.2 35.9 37.3 38.9 41.0 40.5 42.9 10 45.9 48.6 49.6 48.4 l 2 3 4 10 11 12 13 14 19.3 19. 7 20.1 20.6 27.8 28.0 25.9 :24.5 23.4 25.6 ll 12 13 14 44.5 47.0 45.0 45.6 43 .1 U.5 40.3 39.1 37.6 )6.6 26.0 26.6 27.6 34.2 1 2 3 4 10 37.8 34.2 32 .2 34.2 l 2 3 4 11 12 13 l4 33.6 33.0 32 .5 31.9 33. 7 31.2 40.5 34.6 35.5 36.8 38.4 40.4 39.8 42.5 1 2 3 4 10 44.6 46.8 47.3 46.1 11 12 13 14 l 2 3 4 10 32.2 32.9 33.2 33. 7 33. 7 31.5 34.6 33 .1 38.0 37 .8 11 12 lJ l4 39.9 40.4 42.2 40.6 42.5 45.4 43.8 44.7 42.4 40.9 39.8 38.6 37.2 36.2 l 2 3 4 43.4 46.6 48.9 46.1 37 .4 33.9 31.9 33.9 1 2 3 4 10 1 2 3 4 33 .3 32.7 32.2 31. 7 11 12 13 l4 1 2 3 4 10 50.2 51.4 49.8 46.7 43.8 41.0 41.0 38.5 36.6 35 .1 ll 12 l3 14 34 .1 39. 7 30.9 34 .1 32.0 32.6 33.0 33.4 33 .4 31.2 )4.2 32. 7 37 .6 37 .4 l 2 3 4 10 39 .4 39.8 41.6 39.9 ll 12 13 14 1 2 3 4 34.6 28.0 26.6 26,0 25.6 23.2 24.2 25. 7 27.8 27.6 42.6 45.6 47 .4 44.0 l 2 3 4 10 20.9 20.3 19.8 19.S l 2 3 4 10 11 12 l3 14 47.6 48.8 48 .0 45.6 42.9 40.8 40.6 38.1 36.2 34.6 ll 12 25.8 36.6 32 .4 35.1 38.1 39 .9 42. 5 45.5 50.4 57 .1 33 .s 38.9 29.8 32.9 l 2 3 4 10 55.8 49.0 10 l 2 10 11 12 l3 l4 33.5 26.9 25. 5 24 .9 24.S 21.9 ,3. l 24 .6 26. 5 26.3 ll 12 48.3 52 .3 53 .1 49 .0 44.8 41.8 39.4 37 .1 35. 3 32. 7 19.6 18.9 18.3 18.1 CONTI.STA 4/15/2002 2:42PM 37.1 25.7 11 12 13 14 22.0 22.4 22.8 23.3 30,2 30.4 28.9 27.3 26.1 28.2 RECEIVER LEQ(HI LlO 24 65.4 68.8 28.6 29.1 30 .2 36.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROACWAY SEGMENT 36.5 33.9 42.4 36.2 37 .1 38 .3 39.9 42.3 41.9 44.5 6 10 48.4 53.2 55.4 54.4 1 2 3 4 10 11 12 13 14 21.5 21.8 22.1 22.7 29.7 29. 7 27. 7 26. 3 25.1 27 .2 11 12 13 14 48.6 50.3 47 .4 47 .4 44 .6 42.8 41.5 40.2 38.6 37 .6 27.728.2 29.2 35.9 l 2 3 4 10 38. 7 35.l 33 .o 35.0 1 2 3 4 11 12 13 14 34. 3 33. 7 33. l 32 .6 35.3 32.8 41.8 35,4 36.4 37 .6 39.2 41.4 40. 7 43, 5 1 2 3 4 10 46.6 49.6 50.9 50.l 11 12 13 14 1 2 3 • 10 32. 8 33 .5 33.9 34. 5 34.5 32.3 35.4 33. 9 38. 9 38. 7 11 12 13 14 40.9 41.4 43.4 41.9 45.4 48.0 45.8 46.3 43. 7 42.0 40.8 39.5 38.0 37 .o 1 2 3 4 44.8 48.4 51.7 50.2 38.l 34.6 32.6 34.5 1 2 3 4 10 4 1 2 3 4 33,9 33.3 32.8 32.2 11 12 13 14 1 2 3 4 10 56.8 58. 8 54.5 48.6 44.741.8 41.9 39.3 37 .4 36.3 11 12 13 14 35.2 41.l 32.7 35.9 32.5 33.l 33.5 34.0 34.0 31.9 34.9 33.4 38.3 38.2 l 2 3 4 10 40.3 40.8 42.7 41.l 11 12 13 14 l 2 3 4 36.2 29.5 28.1 27.6 27.2 25.l 25. 7 27 .1 29.2 29.0 43.9 47.3 49.9 47.3 l 2 3 4 10 22.4 21.8 21.3 20. 9 1 2 3 4 10 11 12 13 14 52.l 52.9 50.9 47.2 44.1 41.4 41.3 38. 7 36.9 35.4 11 12 24. 7 34.8 30. l 32 .8 36.1 37 .5 39.6 41.6 44.9 49.0 34 .4 40.2 31.5 34.7 l 2 3 4 10 56.l 57 .3 10 1 2 10 11 12 13 14 35. l 28.S 27.2 26.6 26.2 23. 9 24.8 26.3 28.5 28. 3 11 12 53.3 52.6 48.5 43. 9 41.3 38.9 36. 8 34.8 33.2 30.4 21. 7 21.2 20.6 20.3 l 2 3 4 10 35.0 24.1 11 12 25.5 36.1 31.7 34. 5 37 .6 39.2 41. 6 44 .4 48. 5 54.8 RECEIVER LEQ(H) LlO 21 61.9 71.4 57 .8 51.1 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 49. 7 53.5 52.0 47.7 43.7 41.0 38. 7 36.4 34. 7 32 .0 10 36.S 25.4 11 12 13 14 22.2 22.6 23.0 23. 5 30.4 30.6 29.3 27. 7 26.5 28.7 RECEIV£R LEQ(H) LlO 25 66.1 69.6 29.1 29.6 30.7 37 .4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 37.0 34.4 43.2 36 .9 37 .9 39.2 40. 8 43 .1 42.8 46. l 10 50.4 55 .4 57 .8 55.0 1 2 3 4 10 11 12 13 14 21.9 22.3 22.B 23.2 30.2 30.2 28. 5 26.9 25.8 27 .9 11 12 13 14 49 .1 50.1 47.2 47.2 44. 3 42.6 41.3 40.0 38.4 37 .4 28.3 28.8 29.8 36.S 1 2 3 4 10 38.5 34.9 32.9 34. 8 1 2 3 4 11 12 13 14 34.1 33.5 32.9 32 .4 36.l 33.5 42.0 35.9 36.8 37.9 39.5 41.8 U.2 44.0 1 2 3 4 10 41.2 51.6 53.4 52,6 11 12 13 14 1 2 3 4 10 32.6 33.3 33 .6 34 .3 34.3 32.2 35.2 33.8 38. 7 38.5 11 12 13 14 40.6 41.l 43 .l 41.6 47 .1 49.l 46.4 46.7 44.0 42.2 41.0 39.7 38,1 37.l l 2 3 4 u.s 4.8.1 s1.4, so.a 38.2 34.6 32.6 34.5 1 2 3 4 10 l 2 3 4 33.9 33.3 32.8 32.2 11 12 13 l4 1 2 3 4 • 10 57 .o 61. 7 56.9 49.8 45.5 42.4 42.5 40.0 38.2 36.B 11 12 13 14 35.8 41.6 33 .2 36.3 32.4 33.1 33.5 34.0 34.1 31.9 34.9 33.5 38.4 38.3 l 2 3 4 10 40.4 40.9 42.9 41.3 11 12 13 l4 1 2 3 4 36.8 30.0 28.6 28. l 27. 7 25.5 26.0 27.3 29.4 29.2 44.2 47.8 50.8 48.6 1 2 3 4 10 22 .6 22 .0 21. 5 21.2 1 2 3 4 10 11 12 13 l4 54.1 56.1 52.8 48.2 44.4, 41.3 41.5 39.1 31 .3 35.9 11 12 24. 5 34 .6 29.6 32 .4 35.9 37 .3 39.4 41.2 44.l 47.5 34.9 40. 7 32 .2 35.5 1 2 3 4 JO 53 .2 55.8 10 1 2 10 11 12 13 14 35.9 29.2 27.8 27.3 26.9 24.8 25.5 27.0 29,l 28 .9 11 12 52.1 50.6 46.9 43 .2 40. 7 38.S 36.5 34.. 7 32. 7 30.1 22.3 21. 7 21.2 20.8 1 2 3 4 10 34. 7 24. 6 11 12 25.2 35.2 30.6 33 .4 36. 6 38.0 40.2 42.5 46, l 50.9 RECEIVER LEO CH) LlO 28 67. 5 71.0 57 .6 54. 9 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l. 0 OBA 11 12 ROADWAY SEGMENT 51.9 53.3 49.3 45.1 42. I 39 .6 37 .4 35.3 33,; 30.9 10 35.5 24. 7 11 12 13 14 H.Sll.lll,6H.Oll.Oll.OH.2V.8U.6H.1 RECEIVER LEQ(HI LlO 26 67 .2 70.6 29 .2 29. 7 J0.8 37. 5 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL, CONTRIBUTIONS EXCEEDING 1.0 DB.A 11 12 13 l4 ROADWAY SEGMENT 37 .2 34.6 43.6 37 .5 38.6 40.0 41.9 44.8 45.0 48.3 10 53.0 58.8 57.4 52. 3 CONTI.STA 4/15/2002 2:42PM 10 31.8 32.6 32.9 33.5 33.5 31.4 34.4 32.9 37.7 )7.4 11 12 13 14 39.4 39.6 41.1 39,2 4S.8 47.4 44.7 45.3 42.7 41.1 40.0 38.8 37 .3 36.3 l 2 3 4 41.6 44.5 46.6 43.9 37.5 34.0 31.9 33.9 l 2 3 4 10 l 2 3 4 ]).) 32.7 32.1 31.6 11 12 13 14 l 2 3 4 10 49. 7 54.1 61.9 58.7 51.747.4 46.3 42.7 40.2 38. 7 11 12 13 14 37 .3 42.9 34.0 37. 0 Jl.9 32.5 32.9 33.) 33.4 31.2 34 .2 32.8 37 .6 37 .4 l 2 3 4 10 39.5 39.9 41. 7 39.9 11 12 13 14 1 2 3 4 37 .3 30.4 29.0 28.4 28.0 25.5 26.4 28.1 30.3 30.3 42. 7 45.9 48.5 46.6 1 2 3 4 10 23. 7 23.2 22.6 22.3 l 2 3 4 10 11 12 13 14 52.2 59.l 61.5 53.2 48.4 44.5 44.l 41.2 39.l 37 .6 11 12 25.1 34.9 28.1 31.6 35.3 37 .9 38.8 40.0 41.6 43.3 )6.5 42.0 33.5 36.6 1 2 3 4 10 44.9 45.3 10 1 2 10 11 12 13 14 36.9 30.1 28. 7 28.2 27.7 25.6 26.l 27. 7 29.8 29. 7 11 12 43.7 43.6 42 .4 40.8 39.4 37. 7 36.3 34.6 31.5 28.8 23.2 22.7 22.1 21.8 l 2 3 4 10 34.5 25.2 11 12 25. 2 34.8 28.9 32.3 35.9 38 .3 39.5 41.1 43.1 45.6 RECEIVER LEQ(H) LlO 31 67. 5 71.0 48.3 49.3 10 I 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1,0 OBA 11 12 ROADWAY SEGMENT 47 .2 46.6 44.6 42.3 40.2 38.4 36.5 35. 0 32.3 29.6 10 )4.6 24.9 11 12 13 14 23. 6 23. 9 24.3 24. 7 31.6 31.5 29. 3 28 .1 27.0 29.1 RECEIVER LEQ(H) LIO 29 67 .8 71.3 29 .6 30 .1 31.2 38.1 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 37 .8 35 .4 44. 6 39.0 40.2 41. 9 44. J 48.2 48. 5 53. 2 10 58.0 58.3 52. 3 48.8 l 2 3 4 10 11 12 13 14 23,l 23.4 23.8 24.2 31.2 31.1 29.3 28.0 26.8 28. 9 11 12 13 14 43.6 45.7 43.5 44.2 41.9 40.5 39.6 38. 5 37 .1 36.2 29,4 29.9 31.0 37 .8 1 2 3 4 10 37 .4 34.0 32.0 33. 9 1 2 3 4 11 12 13 14 33.3 32.7 32.1 31.5 37.5 34.9 44.0 38.l 39.2 40.6 42. 7 45.8 46.4 49.9 I 2 3 4 10 54.8 59. 7 56.9 52.5 11 12 13 14 1 2 3 4 10 31. 7 32 .4 32.8 33.3 33 .4 31.2 34.2 32. 7 37.537.2 11 12 13 14 39.0 39.4 41.0 39.1 45.7 47.3 44.5 44.9 42.5 41.1 40.0 38.9 37 .4 36.6 1 2 3 4 41.5 44.2 46.1 43 .3 37.7 34.3 32.2 34.1 l 2 3 4 10 l 2 3 4 33.4 32.8 32.2 31.6 11 12 13 14 1 2 3 4 10 48.8 52.4 60. 7 60.6 53.3 48.6 47 .2 43 .3 40.9 39.2 11 12 13 14 37.8 43.2 34.2 37 .2 31.8 32.S 32.9 33.5 33.S 31.4 34.4 32.9 37. 7 37 .5 l 2 3 4 10 39.t 39.7 41.4 39.5 11 12 13 14 l 2 3 4 37 .4 30.5 29.1 28.5 28.l 25.6 26.6 28.2 30.4 30.5 42.2 45.3 47.8 45.S l 2 3 4 10 23 .8 23.3 22 .6 22 .2 l 2 3 4 10 11 12 13 14 51.1 57.8 62.4 55.6 49.6 46.0 45.2 41.8 39.6 38.1 11 12 25.5 35.1 27.9 31.4 35 .3 37. 7 38.6 39.7 41.1 42 .5 36.9 42.5 33.8 36.8 l 2 3 4 10 43.9 44.2 10 1 2 10 11 12 13 14 37 .1 30.3 28.9 28.4 27.9 25.6 26.2 27.8 30.0 30.0 11 12 42 .9 42. 7 41. 7 40.3 39.1 37 .5 36.2 34.S 31.3 28.5 2).4 22 .9 22 .4 22. 0 1 2 3 4 10 34 .6 25 .4 11 12 25.2 34.9 28.7 32.0 35.8 38.2 39.2 40. 7 42.5 44.7 RECEIVER LEQ(Hl LlO 32 66.9 70.4 46.8 47.6 10 l 2 10 ROAI:MA Y SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l. 0 OBA 11 12 ROADWAY SEGMENT 4,. 7 45.3 43.8 41 8 39.9 38.2 36.S 35.0 32.2 29.3 10 )4.6 25.2 11 12 13 14 23.6 23.9 24.3 24.8 31. 7 31.6 29.4 28.1 26.9 29.1 RECEIVER LEQ(Hl LlO 30 67 .4 71.0 29.5 30.1 31.2 38.1 I 2 3 4 10 ROADWAY SEGflENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38. 0 35.5 44.7 39.1 40.2 42.0 44.2 47 .8 49.2 53.6 10 57, 5 56.0 49.9 46. 5 l 2 3 4 10 11 12 13 14 2).4 23. 7 24.l 24.S 31.4 31.4 29.3 28.0 26.8 29.0 11 12 13 14 41. 7 44.1 42.2 43.1 41.0 39.6 38. 7 37 .6 36.2 35.3 29.4 30.0 31.0 37.9 l 2 3 4 10 36.6 33.1 31.1 33.l l 2 3 4 11 12 13 14 32 .5 31.9 31.5 31.0 )7. 7 35.2 44.2 38.6 39. 7 41.3 43.5 47.1 47.6 51.6 l 2 3 4 10 56.8 58.9 53. 7 50.0 11 12 13 14 l 2 3 4 10 31.2 31.9 32.2 32. 7 32.6 30.4 33.4 31.9 36. 7 36,4 11 ll 13 14 38.2 38.6 40.2 38.2 44.4 46.3 43.9 44.5 42.2 40.9 39.9 38.8 37.3 36.4 1 2 3 4 40.7 43.5 45.1 42.0 37.6 34.2 32 .1 34.l l 2 3 4 10 l 2 3 4 3).4 32.8 32.3 31. 7 11 12 13 14 l 2 3 4 10 46. 7 50.4 58.5 61.5 54.8 49. 7 47. 7 43.8 41.2 39. 5 11 12 13 14 38. l 43.3 34.4 37 .4 CONTI.STA 4/15/2002 2:42PM 10 40.740.7 10 l 2 10 11 12 13 14 37.S 30.6 29.l 28.6 28.l 25,6 26.7 28.4 30.5 30,S 11 12 39. 7 39.9 39.3 38.2 37 .4 36.2 35.2 33.4 30.2 27 .o 23.8 23.3 22.6 22.3 l 2 3 4 10 34.3 32.3 11 12 25.2 34.8 27.4 31.0 34.9 37 .3 38.1 39.2 40.4 41.6 RECEIVER LEQ(H) LlO 35 67 .2 70.8 42.B 42.8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DSA 11 12 ROAtMAY SEGMENT 41. 7 41. 7 40.9 39.6 38.6 37.0 35.8 34 .1 31.1 27.9 10 34.3 25.2 11 12 13 14 23. 9 24. 2 24,7 25.l 32.1 32. l 29.8 28.5 27.4 29.5 RECEIVER LEOIHI LlO 33 67 .1 70. 7 30.0 30.6 31.7 38. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEWL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38. 7 36.4 46.l 41.0 42.6 44.8 48.S 52,8 54.4 57. 7 10 56. 6 51.9 46.9 44.4 1 2 3 4 10 11 12 B 14 23. 7 24.0 24.4 24. 9 )l.8 31.8 29.5 28. 3 27 .1 29.2 11 12 13 14 39.8 42.4 40. 7 41.8 39. 9 38.8 38.0 37. 0 35. 7 34.9 29. 7 30 .2 31.3 38.3 1 2 3 4 10 36.2 32.8 30.8 32.8 1 2 3 4 11 12 13 14 32. 3 31. 7 31.2 30.7 38.2 35 .8 45.1 39. 7 41.0 42.8 45.4 49.8 50.9 55.1 1 2 3 4 10 58.1 55.0 49.5 46.3 11 12 13 14 1 2 3 4 10 30.9 31.5 31. 8 32. 3 32 .3 30.1 33.0 31.5 36.2 35. 9 11 12 13 14 37. 7 37 .8 39.2 37 .2 41.2 43 .6 41.842.7 40. 6 39.4 38.5 37. 5 36.1 35 ,3 1 2 3 4 39, 6 42 .1 43 .4 40.0 36.5 33 .1 31.1 33.1 1 2 3 4 10 l 2 3 4 32.5 31.9 31.4 30.9 ll 12 13 l4 1 2 3 4 10 44 .3 46, 7 52 ,3 58.4 61.2 56.2 52.6 47.7 44.0 41.6 11 12 13 14 39.9 44.7 35.3 38.2 31.l 31.8 32.1 32.6 32.6 30.3 33 .3 31.8 36.6 36,3 1 2 3 4 10 38.1 38.3 39.9 37.9 11 12 13 14 l 2 3 • 38.l 31.l 29.6 29.1 28.4 26.1 27 .2 28.8 31.0 30. 9 40.4 43.0 44.7 41.4 1 2 3 4 10 24.2 23.6 23.0 22.7 l 2 3 4 10 11 12 13 14 46.0 49.2 56.4 61.9 57.3 51.3 49.4 44.7 41.9 40.l ll 12 34,2 36,3 26.6 29.9 33 .9 36.5 36.9 37 .6 38.5 39 .3 38.5 43. 7 34. 7 37 .6 1 2 3 4 10 40.1 40.0 10 1 2 10 11 12 13 14 37. 7 30.7 29.3 28.7 28.2 25.8 26,9 28.5 30.7 30.7 11 12 39.0 39.3 38, 7 37 .8 37. 0 35.9 35.l 33.1 30.0 26. 7 24.0 23.4 22. 7 22.4 l 2 3 • 10 35. l )2.7 11 12 25,3 34.9 27,2 30.8 34.6 37.l 37.8 38.7 39.8 40.9 RECEIVER LEQ(H) LIO 36 56. 7 59. 5 42.0 42.0 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 41.0 41.0 40.2 39.0 38.l 36. 7 35.6 33 .9 30,727.5 10 34.4 25.l 11 12 l3 14 22. 9 23. 3 23.6 24.0 30.8 30.6 28.3 26.6 25.4 27 .3 RECEIVER LEQ(H) LlO 34 61. l 10.6 27.8 28.3 29.4 35 .9 1 2 3 4 10 ROADWAY SEGMEN'l' SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 l3 14 ROADWAY SEGMENT 35.1 31.9 40.2 34 .3 35 .3 36.5 38.2 39.7 37. 8 38.8 10 39.5 39.9 38.5 37 .6 l 2 3 4 10 11 12 13 l4 23.8 24.1 24.6 25.0 32.0 31.9 29.6 28 .4 27 .3 29.4 11 12 13 l4 33.3 36.0 34. 7 35. 7 34 .o 33 .o 32 .1 31.3 30.0 29.3 29.9 30.4 31.5 38 .5 l 2 3 4 10 30.5 27,3 25.4 27 .4 l 2 3 4 11 12 13 l4 26.8 26.2 25. 8 25.3 38.5 36.1 45.7 40.4 41.8 43.8 46.6 51.0 52.8 57 .1 l 2 3 4 10 57.0 53.0 47.5 44.8 11 12 13 14 l 2 3 4 10 25.5 26.2 26.6 27 .o 27 .1 24.9 27.8 26.3 30.9 30.4 11 12 13 l4 32.1 32.3 33. 7 31.6 40.2 42.8 41.0 42.1 40.1 38.9 38.l 37 .1 35.8 34.9 l 2 3 4 34.1 36,3 37 ,5 33. 7 36.2 32.8 30.8 32.8 l 2 3 4 10 l 2 3 4 32.2 31.7 31.2 30.7 11 12 13 14 1 2 3 4 10 38.2 39.0 40.6 40.3 39.4 38.4 39.9 38.1 36.2 34.9 11 12 13 14 34.0 39.6 31.5 35.0 30.9 31.6 31.9 32,3 32.3 30. l 33.0 31.S 36,3 35.9 l 2 3 4 10 37.8 38.0 39.4 37.4 11 12 l3 14 l 2 3 4 35,5 28.9 27.5 26.9 26.6 24.6 2S.6 27.2 29.6 29.7 39.8 42.3 43.8 40.5 l 2 3 4 5 8 10 23.3 22.7 22.2 21.9 1 2 3 4 10 11 12 13 14 44.9 47.6 53.5 60.1 60.6 53.7 51.2 46.2 43.l 40.9 11 12 33.5 46.9 38.4 36.7 )9. 7 40.8 39.9 38.5 37 .6 36.4 39.2 44.3 35. 1 37 .9 1 2 3 • 10 35.5 34. 7 10 1 2 10 11 12 13 14 38.0 30.9 29.5 28 .9 28.3 26.0 27 .o 28. 7 30.9 30.8 11 12 33. 9 35.0 36. l 37. 0 38.0 39.0 39.4 38.6 36 .3 37 .1 24 .1 23 .5 22.e 22.s 1 2 3 4 10 46, l 33.4 11 12 34.1 35.3 26. 7 30 .1 34 .1 36.6 37 .2 38.0 38.9 39 .9 RECEIVER LEQ(H) LlO 37 57 .2 60.3 CONTI.STA 4/15/2002 2:42PM 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBtrrIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32.8 29. 7 38.2 32 .2 33.2 34 .4 35.8 37.2 36.1 37 .6 10 38.7 39.S 38. 7 37 .2 1 2 3 4 10 11 12 13 14 22.1 22.4 22.8 23.2 30.1 30.0 27.7 26.0 24.7 26.7 11 12 13 14 33.3 36.3 35.1 36.9 35. 7 35.0 34.6 33.9 33 .0 32 .5 27.2 27.7 28,7 35.2 1 2 3 4 10 33.9 30.7 28.9 31.l 1 2 3 4 11 12 13 14 30. 7 30.3 30.0 29.6 34.3 31.0 39.5 33.7 34.5 35.7 37.2 38.9 37.0 38. 7 1 2 3 4 10 39.4 40.0 38.8 37 .8 11 12 13 14 1 2 3 4 10 29.9 30.5 30.6 30. 9 30.8 28.S 31.3 29.6 34.2 33. 7 11 12 13 14 35.2 35.0 36.0 33. 7 33 .6 36.2 34. 7 36.1 34.5 33.3 32. 7 31.9 30. 7 30.0 1 2 3 4 35.8 37.6 38.0 34 .2 31.3 28.l 26.2 28.1 1 2 3 4 10 1 2 3 4 27.6 27.2 26.8 26.4 11 12 13 14 1 2 3 4 10 37 .8 39.2 40.1 39. 3 38.2 36. 8 38.0 35. 7 34. l 33 .0 11 12 13 14 31.9 37.7 29 .4 32 .6 26.7 27.3 27.6 28.0 27.9 25.7 28. 5 27 .1 31. 7 31.2 1 2 3 4 10 32.9 32 .9 34. 3 32.2 11 12 13 14 1 2 3 4 33 .1 26.5 25.0 24 .4 24 .1 22 .0 23 .1 24.6 26.9 27.0 34.3 36.9 37.8 34.3 1 2 3 4 10 20. 5 19. 9 19 .4 19.1 1 2 3 4 10 11 12 13 14 38.3 39.3 40. 7 40.2 39.2 37. 9 39 .4 37 .1 35 .4 34. 3 11 12 33 .2 48.6 47 .0 50.1 49.9 46.9 44.1 41.l 39.2 37 .5 33 .2 38.9 30.9 34.2 1 2 3 4 10 36.2 34.9 10 1 2 10 11 12 13 14 34. 7 28 .1 26 .8 26.2 25.9 23.8 24.9 26.5 28.8 28.9 11 12 34.2 35.4 37 .1 38. 7 41.2 43.8 46.0 47.7 48.5 46.2 22 .4 21.9 21.3 21.1 1 2 3 4 10 48.4 33 .2 11 12 33.0 47.2 39.5 39.9 42.5 43.1 41.7 39 .8 38 .5 37 .1 RECEIVJ:R LEQIHJ Ll0 40 61.9 65. 3 36,1 35.1 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 34 .2 35.4 36.8 38.0 39.3 40.8 41.4 41.3 39.3 38.2 10 46.3 33.0 11 12 13 14 19.4 19. 7 20.l 20.5 27.6 27.6 25.4 23.7 22,5 24.5 RECEIVER LEQ(HJ Ll0 38 58.0 61.3 25.1 25.6 26.6 33.2 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32.3 29.1 38.1 32 .2 33 .2 34.3 35. 7 37 .2 36.4 38.0 10 39.2 40.l 39.4 37 .9 1 2 3 4 10 11 12 13 14 21.0 21.4 21.7 22.2 29.l 29.0 26.7 25.0 23.7 25.8 11 12 13 14 33.8 36.9 35.9 37. 7 36.6 35. 9 35.5 34.9 33.8 33.2 26.2 26.7 27.7 34.3 1 2 3 4 10 34.6 31.3 29.5 31.6 1 2 3 4 11 12 13 14 31.1 30.8 30.4 30.0 33.6 30.4 38.9 32.9 33.7 35.0 36.3 38 .1 36.6 38.1 1 2 3 4 10 39.1 39.8 38.7 37.6 11 12 13 14 1 2 3 4 10 30.3 30.9 31. 0 31.3 31.2 28.9 31.8 30.2 34.8 34. 3 11 12 13 14 36.0 35.9 37 .o 34 .6 33.6 36.3 35.0 36.3 34.9 34.0 33.3 32.6 31.5 30.9 1 2 3 4 36. 7 38.5 38.8 34.8 32.3 29.1 27.2 29.3 1 2 3 4 10 1 2 3 4 28.8 28.5 28.2 27.8 11 12 13 14 1 2 3 4 10 38 .4 40.1 40. 7 39.8 38.6 37 .o 37 .9 35.8 34.1 33.0 11 12 13 14 31.9 37.5 29.1 32 .2 28.3 28.7 28.9 29.2 29.026.7 29. 7 28.0 32.7 32 .2 1 2 3 4 10 33. 8 33. 7 34.8 32.8 11 12 13 14 1 2 3 4 32.7 26.0 24.6 24.1 23 .6 21.6 22.6 24.1 26.3 26.3 35 .0 37 .1 38.0 34.1 1 2 3 4 10 19. 7 19.2 18.6 18 .4 1 2 3 4 10 11 12 13 14 38.2 39.2 40.5 39.8 38.S 37 .4 38.6 )6.4 34.1 33 .7 11 12 32.3 47.0 46.7 52 .5 54. 9 50. 6 46. 7 42.9 40.6 38.6 32. 5 38. 3 30.2 33. 3 1 2 3 4 10 37 .1 35. 6 10 1 2 10 11 12 13 14 33.8 27.2 25.8 25.3 24.9 22.8 23.9 25.5 27.8 27 .9 11 12 34. 9 36.3 38.2 40 .o 43 .2 46.6 49.3 51.4 49. 7 46.1 21.4 20.8 20.3 20.0 1 2 3 4 10 47.3 32.3 11 12 33.0 47.7 41.7 43.6 45.6 45.1 43.1 40.7 39.0 37.5 36.3 35.1 10 1 2 10 11 12 34.3 35.6 37.l 38.5 40.2 42.2 43.4 44.1 43.0 40.8 47 .0 33 .0 )IECEIVER LEQ(HJ LlO 39 60.0 63. 5 ftOADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA JlOADWAY SEGMENT 10 11 12 13 14 20.1 20.5 20.9 21.3 28.2 28.2 25.9 24.2 22.8 25.0 25.S 26.0 27.0 33 .6 CONTI.STA 4/15/2002 2:42PM NOTE: STAM2Wl Version l. 20 STAMINA 2 . 0 /BCR MODIFIED FROM FHWA VERSION 3 (MARCH 19831 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, VEHS ANO 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 ISM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 ANO BOWLBY &: ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2. 0 MEDIUM TflUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE • .STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. ( INPUT UNITS-ENGLISH , OUTPUT UNITS-ENGLISH l Calavera Kills, Village E-1 EMISSION LEVELS: Calveno Levels (trucks>30mplil OPROGRAM INITIALIZATION PARAMETERS HEIGHT .oo 1.00 .oo .oo . oo .ooo 2 .300 8.000 OROADWAY 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 OROADWAY 55 S6 57 58 59 60 61 62 63 64 65 66 67 68 69 OROADWAY 69 1 2 CODE 1 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT ADJUSTMENT FOR PASSENGER CARS KEIGH'r ADJUSTMENT FOR HEA\N TRUCKS HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO (CARS) lll'rl (MT) (VEH4l CO = 5.20 Cl = 38.80 SO .,. KEIGH'r ADJUSTMENT FOR TYPES VEHICLES {VEH5~ MT--CALVENO CO = 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICL.ES IVEH6) HT--CALVENO CO • 50.40 Cl = 19.20 so = College Boulevard nl> (a-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEHS 27. 50.0 VEH6 10. 50.0 ------------COORDINATES------------- X y z GRADE 6243206, 7 2002908. 5 170.0 1 6243l68.3 2002983. 2 176.0 1 6243l33. 3 2003060.1 182.0 1 6243102,3 2003145. 4 188.0 1 6243072. 9 2003238. 8 194 .0 1 6242965. 4 2003596. 6 220.0 1 6242882. 9 2003870.1 240.0 1 6242842. 3 2004006. 6 250.0 1 6242813. 3 2004094. 4 256.0 1 6242788. 3 2004157. 9 260.0 1 6242746. 4 2004250 .1 266.0 1 6242697. 3 2004339. 0 272 .0 1 6242641.1 2004425. 4 278.0 I 6242567. 9 2004525. 4 284.0 1 6242321, l 2004861. 6 304.0 1 College Boulevard nb contd. (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 733. so.o VEH5 27. 50.0 VEH6 10. so.a ------------COORDINATES-------------X y z GRADE 6242321.1 2004861. 6 304 .o 1 6242172. 9 2005062. 9 316.0 1 6242116 .1 2005139, 7 322.0 1 6241879 .2 2005461. 6 350.0 1 6241842 .3 2005514. 7 354.0 1 6241806. 7 2005572. 6 358.0 1 6241772. 6 2005639 .4 362.0 1 6241739.8 2005719. 7 366.0 1 6241709.8 2005821. 0 370.0 1 6241696.1 2005887. 2 372.0 1 6241684. 5 2005970 .1 374 .0 1 6241682. 3 2006070 .4 375.4 1 6241691.l 2006188. 5 376.0 1 6241710.4 2006288.S 378.0 0 6241740.4 2006386. 0 377 .0 0 College Boulevard nb ln-of-evdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT o. 30.0 VEH4 1192. 50.0 VEH5 44. so.a VEH6 16. 50.0 --------- - --COORDINATES------- ------ X y z GRADE 6241740 .4 2006386. 0 377 .0 0 6241752.5 2006417 .o 376.0 0 6241783.9 2006487. 6 374. 0 0 .oo .00 .oo CONTI.STA 4/15/2002 3 6241817.6 2006549. 6 372.0 0 4 6241887. 3 2006652. 5 370.0 0 5 6241954. 9 2006738.1 368.0 0 6 6242021. 3 2006821. 2 366.0 0 7 6242089. 7 2006907. 6 364.0 0 8 62421S7 .2 2006992. 4 362.0 0 9 6242216. 9 2007067. 6 360.0 0 10 6242274. 8 2007140.4 358.0 0 11 6242366.2 2007259.6 356.0 0 12 6242410. 8 2007327. 5 354.0 0 13 6242439. 8 2007376. 4 352.0 0 14 6242486. 3 2007465. 0 348.5 0 OROADWAY College Boulevard nb contd. (n-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 ------------COORDINATES------------- X y z GRADE 14 6242486. 3 2007465. 0 348 .s 0 15 6242526. 2 2001556. 9 345.0 0 16 6242560. 6 2007651. 0 341. S 0 17 6242593.7 2007746. 4 338.0 0 18 6242626. 6 2007841. 3 334.5 0 OROADWAY College Boulevard sb ln-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPES:0 CAAS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 ------ ------COORDINATES------------- X y z GRADE 1 6242587. 6 2007857 .1 334 .5 1 2 6242555. 0 2001763. 7 338 .o 3 6242521. 2 2007666. 3 341.'5 4 6242487. 0 2007574. 3 345.0 5 6242449. 3 2007486 .1 348.5 6 6242411. 8 2007413 .1 352.0 7 6242389. 6 2007374. 3 354.0 8 6242342. 0 2007299 .1 356.0 9 6242311. 5 2007255. 8 358.0 10 6242221. 4 2007140. 5 360.0 11 6242152 .1 2007053. 8 362 .o 12 6242067. 3 2006946. 5 364.0 13 6241996. 4 2006857. 7 366.0 14 6241918. 6 2006760. 0 368.0 15 6241881. 3 20067l2. 9 370.0 OROAOWAY College Boulevard sb contd. (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEHS 44. so. 0 VEH6 16. so .0 ------- -----COORDINATES------------ - X y z GRADE 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. l 376. 0 1 4 (1) 6241701. 7 2006402. 9 377 .o 1 OROADWAY College Boulevard sb ls-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 ------------COORDINATES------------- X y z GRADE 4 6241701. 7 2006402. 9 377 .o 1 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 .2 314 .a 0 9 6241653 .6 2005881. 0 372 .o 0 10 6241668. 6 2005811 .o 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 200S491. 3 354 .a 0 15 6241845. 4 2005437. 2 350.0 0 16 6242083. l 200S114.l 322.0 0 17 6242138. 9 2005038. 2 316.0 0 18 6242286. 7 2004836. 6 304.0 0 OROADWAY college Boulevard sb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733, 50.0 VEHS 27. so.o VEH6 10. so. 0 -- ------- ---COORDINATES------------- l{ y z GRADE 18 6242286. 7 2004836. 6 304.0 0 19 6242534. 2 2004501. a 284.0 0 20 6242606. 7 2004401.6 278.0 0 21 6242661. l 2004317. 2 272.0 0 22 6242'706.6 2004231.0 266.0 0 23 6242'749. 8 2004141, 3 260.0 0 24 6242773. 9 2004080 .1 256.0 0 25 6242801, 7 2003994. 7 250.0 0 26 6242842. 9 2003857. 9 240.0 0 27 6242925.4 2003564.? 220.0 0 28 6243032. 9 2003227. 2 194.0 0 2:42PM 29 6243062. 0 2003131. 9 188.0 42 6241612. 2 2006224. 7 376.4 376.4 30 6243094. B 2003044, 7 182-.0 43 6241604. 7 2006225. 3 376 .4 376.4 31 6243130.4 2002964, 7 176.0 44 6241597. 0 2006225. 8 376.4 376.4 32 6243170.4 2002887. 9 170.0 1 BARRIER TYPE(AI Pad Edges contd. 6 (9atel OROADWAY Carlsbad Village Drive eb ---------COORDINATES------ ---- X y z zo DELZ p VEHICLE TYPE VEHICLES/HOUR SPEED 41 6241621.2 2006224. 6 376.4 376.4 .o 0 CARS 0. 30.0 49 6241614. 9 2006202. 2 377 .6 377 .6 HT 0. 30.0 1 MT 0. 30,0 VEH4 534. 45.0 BARRIER TYPE(A) Pad Edges contd. 7 VEH5 10. 45.0 VEH6 2. 45.0 - - ---- - --COORDINATES------ - - - - - - - - - - - - - ---COORDINATES---- - - - - - - - - -X y z zo DELZ p X y z GRADE 45 6241586. 5 2006204. 6 376.2 376.2 .o 0 eb 6239065. 5 2005793, l 266.0 1 46 6241595. 6 2006203. 8 376.5 376. S eb2 6239434. 0 2005883 .6 270.0 1 47 6241602. 5 2006203. 5 376. 7 376. 7 1 6240728 .0 2006265.6 347 .3 1 48 6241608. 3 2006202. 9 376.9 376.9 2 6240822 .o 2006297. 8 354.3 1 49 6241614.9 2006202.2 377 .6 377 .6 3 6240917 .4 2006329. 6 361.3 1 50 6241611. 0 2006172. 2 377 .o 377 .0 4 6241012. 5 2006359. 8 368.0 1 51 6241607. 3 2006128. 6 376.8 376.8 5 6241107. 5 2006381. 3 373.4 1 52 6241606.9 2006126, 7 376. 7 376. 7 6 6241204. 3 2006392. 9 377 .4 1 53 6241605. 0 2006083. 0 376.3 376.3 7 6241301. 6 2006394. 9 380.0 1 54 6241604. 2 2006056. 0 375.2 3'75.2 8 6241400. 0 2006387 .2 381.2 0 1 9 6241495.5 2006370. 0 381.0 0 10 6241591. 0 2006343. 6 3'79.5 0 BARRIER TYPE(Al Pad Edges contd. 8 11 6241686. 6 2006315. 7 378.0 0 ---------COORDINATES---------- X y z zo OELZ p OROADWAY 10 Carlsbad Village Drive wb 54 6241604. 2 2006056. 0 375.2 375.2 .o 0 55 6241604. 7 2006027 .3 375.1 375.1 56 6241606. 7 2005983. 9 374.5 374. 5 VEHICLE TYPE VEHICLES/HOUR SPEED 57 6241606. 7 2005981. 0 374.2 374 .2 CARS 0. 30.0 58 6241610. 3 2005937. 7 373.1 373.1 HT o. 30.0 59 6241613. 3 2005915. 6 373 .2 373 .2 MT a. 30 .0 60 6241581.0 2005903 .4. 312 .0 312 .o VEH4 534. 45.0 61 6241563. 5 2005898. 5 372 .o 372 .0 VEHS 10. 45.0 62 6241538.8 2005891.6 370.4 370.4 VEH6 2. 45.0 63 6241502. 9 2005878. 4 368.0 368 .0 ------------COORDINATES------- - - ----1 X y z GRADE 1 6241699. 0 2006356. 0 378.0 1 BARRIER TYPE(Al Pad Edges contd. 9 2 6241601. 7 2006384. 3 379.5 1 3 6241504. 5 2006411. 0 381.0 1 ---------COORDINATES---------- 4 6241403 .5 2006429 .1 381.2 0 X y z zo OELZ p 5 6241303. 8 2006436. 9 380.0 0 63 6241502. 9 2005878. 4 368.0 368.0 .0 0 6 6241201.4 2006434. 8 377 .4 0 64 6241442. 3 20058S6. 3 366.0 366.0 7 6241099.6 2006422 .6 373 .4 0 65 6241381. 7 2005837. 2 364.0 364.0 • 6240999. 3 2006399, 1 368.0 0 66 6241218.6 2005800.0 362.0 362 .o 9 6240903. 5 2006369. 2 361.3 0 67 6241154. 7 2005755. 8 358.0 358.0 10 6240809. 5 2006337.9 354.3 0 68 6241136. 6 2005749. 2 358.0 358.0 11 6240714. 9 2006305. 6 347 .3 0 69 6241085.9 2005731.1 358.0 358.0 wb 6239425. 7 2005913. 9 270.0 0 70 6241075. 0 2005729 .2 358.0 358.0 wb2 6239059. 8 2005825.2 266.0 0 71 6241055. 6 2005725. 5 357 .6 357 .6 l 72 6241015. 7 2005711. 7 363 .3 363 .3 1 BARRIER TYPE(A) Pad Edges BARRIER 10 TYPE(A) Pad Edges contd.10 ---------COORDINATES---------- X y z zo OELZ p ---------COORDINATES---------- 1 6240931.4 2005942.0 365.8 365.8 .0 0 X y z zo DELZ p 2 6240910. 9 2005952 .• 365.8 365 .8 72 6241015 .1 2005111. 7 363.3 363.3 .a 0 3 6240892. 5 2006012. 5 365.8 365.8 73 6240993. 9 2005704. 8 363.3 363.3 4 6240893. 5 2006014. 4 366.8 366.8 74 6240967.7 2005775.2 363 .3 363.3 5 6240876. 0 2006084. 5 366.8 366.8 75 6240969. 3 2005776. 2 364. 3 364.3 6 6240875 .1 2006086. 4 367 .5 367 .5 76 6240948. 8 2005833. 3 364.3 364 .3 7 6240858. 5 2006158. 3 367 .5 367 .5 77 6240960. 7 2005855. 0 364 .3 364 .3 8 6240858. 0 2006160. 7 368.5 368.5 1 9 624080.1 2006219.8 368.5 368.5 10 6240859. 2 2006246. 0 368.5 368.5 BARRIER 11 TYPE(A) Road Edges 1 ---------COORDINATES---------- BARRIER TY'PE(A) Pad Edges contd. 2 X y z zo DELZ p 0 6239439. 0 2005867. 6 270.0 270.0 .o 0 - - - - - - - --COORDINATES-- - - - - - - - -1 6240733. 2 2006243. 2 347 .3 347 .3 X y z zo DELZ p 2 6240827. 8 2006277. 9 354 .3 354.3 10 6240859. 2 2006246. 0 368.5 368.5 .o 0 3 6240923.2 2006310.5 361.3 361.3 11 6240871.1 2006253.9 368.5 368.5 4 6241018 .1 2006339. 6 368.0 368.0 12 6240915. 5 2006274. 7 369.0 369.0 5 6241111.1 2006361.8 373.4 373 .4 13 6240928. 7 2006281. 9 369.0 369.0 6 6241205. 0 2006372. 3 377 .4 377 .4 14 6240956. 7 2006297 .1 369.0 369.0 7 6241301. 7 2006374. 9 380.0 380.0 15 6240983. 7 2006312 .1 369.0 369.0 8 6241398.3 2006366.3 381.2 381.2 16 6240986. 7 2006309. 6 370.8 370.8 9 6241490. 8 2006349. 7 381.0 381. 0 17 6241031.3 2006328.6 370.8 370.8 1 18 6241059 .6 2006335. 6 370.8 370.8 19 6241062.2 2006336.2 371.8 371.8 BARRIER 12 TYPE(AI Road Edges contd. 2 1 - - - - - - - --COOROINATES----- - - - - - BARRIER TYPE(A) Pad Edges contd. 3 X y z zo DELZ p 9 6241490.8 2006349. 7 381.0 381.0 .o 0 ---------COORDINATES----------10 6241585.4 2006323.9 379.5 379. 5 X y z zo DELZ p 11 6241629.5 2006310.0 378.6 378.6 19 6241062.2 2006336.2 371.8 371.8 .0 0 12 6241640. 8 2006298 .1 378.2 378.2 20 6241088. 5 2006340. 2 371.8 371.8 13 6241647. 0 2006282. 7 378.3 378.3 21 6241127. 7 2006345. 8 373.5 373. 5 14 6241631. 6 2006194. 7 376.0 376.0 22 6241141. 9 2006348 .1 374 .5 374. 5 15 6241624 .1 2006122 .4 376.0 376.0 23 6241144. 2 2006348 .1 374.5 374. 5 16 6241624. 6 2005984. 9 374.0 374.0 24 6241175. 8 2006352. 8 376.0 376 .o 17 6241634. 5 2005891. 3 372 .o 372.0 25 6241200. 5 2006355. 7 377 .1 377 .1 18 6241648. 9 2005819 .1 370.0 370 .o 26 6241222. 6 2006359. 0 378.2 378.2 1 27 6241266 .1 2006357. 7 318-.5 378.5 28 6241299. 3 2006356. 7 377 .4 377 .4 BARRIER 13 TYPE(A) Road Edges contd. 3 1 ---------COORDINATES---------- aARRIER TYPE(A) Pad Edges contd. 4 X y z zo DELZ p 18 6241648 .9 2005819 .1 370 .0 370.0 .o 0 - - - - - - ---COORDINATES-------- - -19 6241663. 3 2005759. 6 368.0 368.0 X y z zo DELZ p 20 6241679. 5 2005709. 3 366.0 366.0 28 6241299. 3 2006356. 7 377 .4 311 .4 .0 0 21 6241696. 9 2005663 .1 364. 0 364 .0 29 6241332.3 2006355.4 379.0 379.0 22 6241714. 2 2005620. 9 362. 0 362 .o 30 6241378. 4 2006353. 7 380.6 380.6 23 6241732. 7 2005584. 0 360 .0 360.0 31 6241382.0 2006353.4 380.8 380.8 24 6241769. 7 2005516. 9 356.0 356.0 32 6241425. 5 2006345. 8 379.8 379.8 25 6241807 .2 2005458. 0 352 .0 352 .o 33 6241457. 7 2006338. 7 379.5 379.5 26 6241843.6 2005406.6 348 .0 348.0 34 6241491. 7 2006332. 0 379.6 379.6 27 6241877 .1 2005360. 4 344.0 344.0 35 6241534. 9 2006322. 9 380.5 380.5 1 36 6241537 .4 2006322. 7 380.4 380.4 37 6241579.2 2006310.4 379.1 379.1 BARRIER 14 TYPE(A) Road Edges contd. 4 1 ---------COORDINATES---------- IIARRIER TYPE(A) Pad Edges contd. 5 X y z zo DELZ p 27 6241877 .1 2005360. 4 344.0 344.0 .0 0 ---------COORDINATES-- - - ----- -28 6241912. 9 2005312 .4 340.0 340, 0 X y z zo DELZ p 29 6241945. 9 2005267. 3 336.0 336.0 37 6241579. 2 2006310. 4 379.1 379.1 .0 0 30 6241980. 0 2005221. 7 332 .0 332.0 38 6241605. 6 2006302. 3 378.3 378.3 31 6242013. 5 2005176. 6 328.0 328.0 39 6241616.7 2006284.9 3'11.4 317 .4 32 6242048.1 2005129.8 324.0 324 .o 40 6241628. 7 2006264. 7 377 .o 377 .0 33 6242082.2 2005084.2 320.0 320.0 41 6241621,2 2006224.6 376.4 376.4 34 6242119. 8 2005032. 2 316.0 )16.0 CONTI.STA 4/15/2002 2:42PM 35 6242169. S 2004966.3 312.0 312.0 .0 .o .o .0 .0 .o .o .0 .o .o 36 6242218. 0 2004898 .1 308.0 308.0 7 . .o .0 .o .o .0 .0 .0 .0 .o .0 1 .0 .0 .0 .o .0 .0 . 0 .0 .0 .o .o .o .o .o .o .0 .o .o .o .o BARRIER 15 TYPE IA) Road Edges contd. 5 .o .o .0 .o .0 .o .o . 0 .0 .0 8 .o .0 .o .0 .o .o .0 . 0 .o .o ----- ----COORDINATES-- - - - ---- -.o .0 .o .o .o .o .0 .o .o .o X y z zo OELZ p .o .0 .o .0 .0 .0 .0 .0 .o .o 36 6242218. 0 2004898 .1 308.0 308.0 .0 0 .o .0 .0 .0 .0 .o . 0 .o .o .0 37 6242267. 1 2004831, 1 304.0 304.0 9 .o .o .0 .o .o .0 .o .o .o .0 38 6242316 ,2 2004764. 7 300.0 300,0 .o .o .o .o .o .o .0 .o . 0 .o 39 6242366.S 2004697.l 296.0 296.0 .0 .0 .o .o .0 .o .o .0 .0 .o 40 6242415.0 2004630.1 292.0 292.0 .o .0 .0 .o .0 .0 .o .o .o .0 41 6242465. 3 2004563. 0 288.0 288.0 10 • .0 .o .o .0 .0 .o .0 . 0 . 0 .o 42 6242514. 4 2004496. 0 284.0 284.0 .0 .0 .o .o .0 . 0 .o .o .o .o 4l 6242564 .1 2004429 .o 280 .o 280.0 .0 .o .0 .o .0 .0 .o .o .o .0 44 6242607. 4 2004367, 8 276.0 276.0 .0 .o .o .0 .o .0 .0 . 0 .o .0 45 6242642 .1 2004312. 9 272.0 272.0 1 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY DOWN BARRIER 16 TYPE(A) Road Edges contd. 6 1 .o .0 .o .o .o . 0 .o .o . 0 . 0 -- - ------COORDINATES----------.o .o .o .o .o .0 .0 .o .o .o X y z zo OELZ p .0 .o .o .o .0 .o .o .0 .0 .o 45 6242642 .1 2004312. 9 272 .0 272.0 .o 0 .o .0 .0 .o .o .0 .o . 0 . 0 .o 46 6242673.9 2004256.2 268.0 268.0 2 . .0 .0 . 0 .o .0 .0 .o .o .0 . 0 47 6242703. 3 2004197. 9 264.0 264.0 .o .o .o . 0 .o .0 .0 .0 .o .o 48 6242129 .3 2004140 .1 260 .o 260.0 . 0 .0 .0 .0 .0 .o .o . 0 . 0 . 0 49 6242753. 6 2004080. 0 256.0 256.0 .o .o .0 .o .0 .o .o .0 .0 .0 so 6242773. 2 2004021, l 252.0 252.0 3 .o .0 .o .0 .o . 0 . 0 .0 .o .o 51 6242789. 4 2003966. 8 248.0 248.0 .o .o .o . 0 . 0 .0 .0 . 0 .o .o 52 6242807. 3 2003912. 5 244 .o 244.0 . 0 .o .o .o .o .o .o . 0 . 0 .o 53 6242831. 0 2003830. 4 238.0 238.0 .0 .o . 0 .0 .0 .o .o .o .0 .o 54 6242855. 3 2003748. 4 232 .0 232.0 4 .o .0 .o .o .o .0 .o .o .o .o 1 .o .0 .o . 0 . 0 .o . 0 . 0 . 0 .0 .0 .o .0 .o .0 .o .0 .o . 0 .0 BARRIER 17 TYPE(A) Road Edges contd . 7 .o .0 .o .o .o .o . 0 .0 .0 .0 5 .o .o .o .o .0 .0 . 0 .o .o .0 ----~ - ---COORDINATES------- - - -. 0 .0 .o . 0 . 0 .o .o . 0 .o .o X y z zo OELZ p .o .0 .0 .0 .o .o .o .o .0 .o 54 6242855. 3 2003748. 4 232.0 232 .o .o 0 .0 .0 .o .0 .0 .o .0 .o .0 .o 55 6242880. 7 2003665. 8 226.0 226.0 6 • .o .0 .o .0 .o .o . 0 .0 .0 .o 56 6242905. 5 2003583. 2 220.0 220. 0 .0 .o .0 .o .0 .o .o .o .o . 0 57 6242929. 8 2003501. 7 214. 0 214. 0 .o .o .o .o .o .o .0 .o . 0 . 0 58 6242954. 7 2003420. 2 208.0 208 .0 .o .o .o .o .o .o . 0 .o .o .o 59 6242980 .1 2003338. 2 202.0 202.0 7 .o .o .o .o . 0 .o . 0 .0 .o .o 60 6243004.3 2003255.0 196. O 196.0 .0 .o .o .o .o .0 . 0 .o .o .o 61 6243030. 9 2003164. 8 190.0 190. 0 .0 .o .o .o .o .o .o .o .o . 0 62 6243063. 9 2003069. 5 184.0 184 .o .0 .o .o .o .0 .o . 0 .o .o .o 63 6243098. 5 2002988, 1 178.0 178.0 8 .o .0 .o .o .o .o . 0 .o .o .o 1 .0 .0 .o .o .0 .o .o . 0 .o . 0 .0 .o .0 .o .0 .0 . 0 .o .o .o BARRIER 18 TYPE(A) Road Edges contd. 8 .o .0 .0 .o .o .o . 0 .o .o .o 9 • .o .0 .o .o .o .o .o .o . 0 .o ---------COORDINATES-- - -------.o .o .0 .o .o .o .o .o .o .o X y z zo DELZ p .o .0 .0 .0 .0 .o .o .o .o .o 63 6243098.S 2002988,1 178.0 178.0 .o 0 .o .0 .0 .o .0 .0 .o .o .0 .o 64 6243123. 4 2002936 .1 174.0 174.0 10 • .0 .o .0 .0 .o .o .0 .o .o .o 65 6243152. 3 2002882. 3 170.0 170.0 .0 .o .0 .0 .o .0 .0 .o .0 .o 1 .0 .0 . 0 .o .0 .o .o .o .o .o .o .o .0 . 0 .o .o .o .o .0 .o Contour Receivers (at 5 feet) RECEIVER LEQ(H) Ll0 ------------COORDINATES-------------41 57 .1 60.2 X y z 41 6241037. 7 2006056.4 371.7 ROMJriAY SEGMENT SOUND t.EVEL CONTRlatJTIONS EXCEEDING l.O OBA (2 6241020.9 2006148. 3 374.3 43 6241111. l 2006299.4 376.8 ROADWAY SEGMENT 44 6241113. 7 2006266. 7 376.8 45 6241263 .1 2006211.1 379.8 10 46 6241339 .1 2006299 .4 381.4 47 6241478. 7 2006259. 7 382.4 11 12 13 14 48 6241570. 6 2006267. 6 383.4 22.1 22.4 22.0 23.2 30.1 30.0 27. 7 26.0 24.8 26.8 49 624.1544. l 2006248. 2 383.4 50 6241529 .1 2006174.0 381.2 27 .3 27.8 28.9 35.5 51 6241451.3 2006181. 9 382.2 1 2 3 4 10 52 6241446. 9 2006089 .1 379.5 53 6241521. l 2006012. 2 318.0 11 12 13 14 54 6241525.5 2005939. 8 377 .o 34.6 31.4 40.0 34 .2 35.1 36.4 37 .8 39. 7 38. 0 39.8 55 6241442. 5 2005991. 9 378. 5 56 6241424. 8 2005921. 2 374. 2 40.5 41.1 39, 8 38.8 57 6241036.1 2006090 .1 311.1 1 2 3 4 10 58 6241266.2 2006152. 2 379 ,8 59 6241358.2 2006087. 9 377 .o 11 12 13 14 60 6241364. 0 2005997. 0 316.0 34 .4 37.0 35.6 36.6 35.0 33 .0 33 .o 32 .1 30.8 29.8 61 6241337 .1 2005926. 0 313 .2 62 6241488. 7 2006138.2 379.0 31.3 28.0 26.1 28.1 63 62414S4. 6 2006037. 7 377. 0 1 2 3 4 64 6241490.6 2005937. 9 375.0 27.5 26.9 26.5 26.0 65 6240900 .9 2006237 .1 313 .'5 1 2 3 4 9 10 66 6241045. 2 2006249. 7 375.8 67 6241030. 2 2006291. 2 37'5, 8 ll 12 13 14 68 6241266. 9 2006330. 6 379.6 26.2 26.9 27.2 27. 7 27.8 25.6 28.5 27.0 31.7 31.2 69 6241410.6 2006292. 2 382.4 70 6240959.2 200S846. 7 369.3 32. 9 33.0 34,5 32.6 71 6240926. 8 2005945. 2 370.B 1 2 3 4 72 6240863 .1 2006238. 9 373. 5 35.0 37.5 38.6 34.8 73 6241161.9 2006164 .1 318.8 1 2 3 4 5 9 10 74 6241143.0 2006118. 4 377 .o 75 6241226 .1 2005878. 6 374 .2 11 12 13 14 76 6241234 .4 2006086. 5 377 .0 39.4 40. 3 41.9 41.4 40.3 39. 0 40. 3 37. 9 36.1 35 .o ')') 6241603.0 2005918. 8 311 .o 78 6241597. 5 2006087. 9 380.2 33. 8 39 .4 31.3 34. 5 79 6241618. 3 2006251. 4 381.4 1 2 3 4 10 80 6241578. 8 2006299. 2 381.4 1 11 12 13 14 35 .0 28 .3 26.8 26.4 26. 0 23 .9 25 .o 26.5 28.8 28.9 AI,PHA FACTORS RECEIVER ACROSS, ROADWAY DOWN 22.4 21.8 21.3 21.1 1 • .0 .0 .0 .0 .o .0 .o .0 .o .0 1 2 3 4 10 .o .o .0 .o .0 .o .0 .0 .0 .0 .o .0 .0 .o .0 .o .0 .o .0 . 0 11 12 .0 .0 .o .0 .0 .0 .0 .0 .o .0 31.3 43.6 35. 6 38.3 41.8 43.3 42 .4 (0.8 39,738.2 2 . .0 .0 . 0 .o .0 .0 .0 .0 .0 .0 .o .o .0 .o .0 .o .o .o .o .o 37 .2 36 .1 .o .0 .0 .0 .o .0 .0 .0 .0 .0 10 1 2 10 .0 .0 .o .o .o .o .0 .0 .0 .0 3 . .0 .0 .0 .0 .o .0 .o .0 .o .o 11 12 .o .o .0 .o .o .0 .0 .0 .0 .0 35.2 36, 5 37 .8 38.9 40.l 41.2 41. 7 (0.6 38.l 35.l .0 .o .0 .o .o .o .0 .o .0 .o .0 .0 .0 .0 .o .0 .o .0 .0 .0 42.9 31.3 4 .o .0 .o .o .o .o .0 .0 .o .o .o .o .o .o .0 .o .0 .0 '.0 .0 .o .0 .o .0 .o .0 .0 .0 .o .0 RECEIVER LEQ(HI LlO .o .0 .0 .o .o .o .0 .0 .o .o 42 58.2 61.? 5 .o .o .o .o .o .o .o . 0 .o . 0 .o .o .o .o .o .o .0 .o .0 .o ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA .o .o .0 .o .o .o .0 .o .0 .o .o .o .0 .o .o .o .0 .o .o .o ROADWAY SEGMENT 6 .0 .o .0 .o .0 .o .0 .0 .0 .o .o .o .0 . 0 .0 .o .o . 0 .0 .0 10 .0 .0 .o .o .o .o .o .o .0 .0 CONTI.STA 4/15/2002 2:42PM 11 12 13 14 21.2 21.5 21.9 22.3 29.2 29.2 27.0 25.3 24.l 26.l 11 12 13 14 36.0 39.1 37.8 39.4 37.8 36.7 36.1 35.3 34.1 33.4 26.6 27.l 28.2 34.8 l 2 3 4 10 34. 7 31.4 29.5 31.5 l 2 3 4 11 12 13 14 31.1 30.6 30.2 29. 7 33.8 30.5 39.2 33.4 34.4 35.5 37 .2 38. 7 37 .6 39.1 l 2 3 4 10 40.3 40.9 39.8 38.8 11 12 13 14 1 2 3 4 10 30.1 30.6 30.9 31.3 31.2 29.0 31.8 30.3 35.0 34.6 11 12 13 14 )6.3 36.4 37. 7 35. 5 34 .4 37 .4 36.1 37 .4 35.8 34. 7 34.1 33.2 32 .o 31.3 1 2 3 4 37.9 40.2 40.9 37 .1 32 .6 29.4 27 .4 29.5 1 2 3 4 10 1 2 3 4 29.1 28.6 28.2 27. 7 11 12 13 14 1 2 3 4 10 40.7 42.3 42. 9 41. 8 40 .2 38.S 38.9 36. 7 35 .1 33 .8 11 12 13 14 32.8 37 .9 29 .2 32. 7 28.1 28,7 29.0 29.4 29.3 27 .1 29.9 28.4 33. 0 32. 5 1 2 3 4 10 34 .2 34. 3 35.6 33.5 11 12 13 14 1 2 3 4 33 .2 26.5 25.1 24 .4 24.1 22.0 23.1 24.6 26.9 26.9 35.9 38.0 39. 0 35. 4 1 2 3 4 10 20.3 19.8 19.3 18, 9 1 2 3 4 10 11 12 13 14 39.4 40,4 41. 7 41.0 39.8 38.3 39.5 37 .1 35.4 34 .3 11 12 29 .8 42 .3 39. 7 44 .2 49 .1 52. 8 51. 7 47, 7 44.5 41.8 33.0 38. 7 30. 6 33 .8 1 2 3 4 10 39 .8 38.0 10 1 2 10 11 12 13 14 34 .3 27 .6 26.2 25.6 25.2 23.2 24.2 25. 7 28 .o 28.0 11 12 37. 3 39 0 41 .3 43. 5 46 .6 49 .1 49.8 47.l 43 .4 40.3 21. 5 20.9 20.4 20.2 1 2 3 4 10 42.8 29.7 11 12 31.9 44.3 38.4 42.4 46.4 46.4 44.9 42 .4 40.6 38.9 RECEIVER LEQ(H) LlO 45 60.3 63 .5 37. 7 36.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 35.5 36.9 38.6 40.0 4.1.8 43.6 4.4.6 44.3 42.1 38.6 10 43. 7 31.9 11 12 13 14 21.4 21.8 22.2 22.6 29.6 29.5 27 .3 23.9 22.8 24.7 RECEIVER LEQ(H) LlO 4l 62. 7 66.2 25.2 25.8 26. 7 33.3 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 OBA 11 12 13 14 ROADWAY SEGMENT 32. 7 30.3 40.4 34.6 35.8 36.8 38.5 40.8 40.3 42 .l 10 43 .1 45.0 44.1 42.9 1 2 3 4 10 11 12 13 14 19.5 19.8 20.2 20.6 27.6 27.6 25.2 23.6 22.2 24.3 11 12 13 14 38.5 41.5 40.0 41.1 3!L2 38.0 37.0 36.1 34.7 33 .9 24.8 25.5 26.3 31.9 1 2 3 4 10 35.2 31.8 29.8 31.8 1 2 3 4 11 12 13 14 31.2 30.6 30.l 29.6 30.9 28,4 38.3 32.6 33 .9 35.0 36 .3 38.2 37 .6 39.4 1 2 3 4 10 40.8 41.8 41.3 39.8 11 12 13 14 1 2 3 • 10 29.8 30 .5 30.8 31.4 31.4 29.2 32.1 30.6 35 .4 35.l 11 12 13 14 36.9 37 .2 38. 7 36. 7 36.1 39.0 38.l 39. 7 38.3 37 .4 36. 7 35.8 34. 7 33. 9 1 2 3 4 39.3 41.8 43.l 39. 7 35.3 31.9 30.0 32 .1 1 2 3 4 10 1 2 3 4 31.6 31.2 30.8 30.4 11 12 13 14 1 2 3 4 10 43. 7 45.1 46.044.7 42. 7 40.9 41.0 38.5 36. 7 35.2 11 12 13 14 34. 0 39.0 29.2 32.2 30. 7 31.3 31.5 31.9 31.8 29. 5 32 .4 30. 8 35 .5 35. l l 2 3 4 10 36.9 37 .o 38. 3 36.2 11 12 13 14 1 2 3 4 32. 9 26.3 24.9 24.4 24.0 23.5 24.5 26.1 28.3 28.) 38.4 40.4 41.l 37 .0 1 2 3 4 10 21.8 21.2 20.8 20.4 1 2 3 4 10 11 12 13 14 40. 5 42 .1 42. 7 41.5 39.9 38. 3 38.4 36.4 34. 8 33. 5 11 12 28. 6 39. 3 34 .4 38.3 42,6 45.5 47.0 47.9 47.1 44.9 32. 5 37 .6 28.5 32 .1 1 2 3 • 10 42.9 40. 9 10 1 2 10 11 12 13 14 32. 7 26.0 24.S 23.9 23.6 21.4 22.5 24.1 26.4 26.4 11 12 40.1 42.1 44.0 45.3 46.0 45.2 43. 7 41.4 38.3 35.2 19. B 19.3 18.8 1B .4 1 2 3 4 10 39,2 28.B 11 12 29.9 43.5 41.2 44.8 50.9 55.6 54.3 48.B 44.9 41.9 RECEIVER LEQ(Hl LlO 46 62.5 65. 9 39.8 37 .8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 37 .2 39.0 41.4 44.0 47.9 51.S 52.3 48.5 44 .4 41.0 10 44.0 30.0 11 12 13 14 18.6 18.8 19.2 19.6 26.B 27.0 24 .8 23. 7 22.5 2,.1 RECEIVER LEQ(H) LlO 44 61.2 64.8 25.2 25. 7 26. 7 33.4 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32.9 30.4 40.2 34.4 35.3 36.S 38.2 40 .3 39, 7 42.2 10 44.1 45.8 45, 7 44.4 1 2 3 4 10 11 12 13 14 20 .0 20 .3 20.8 21.2 28.1 28.l 25.8 24 .1 22.8 24.9 11 12 13 14 40, 8 43. 5 42 .1 43 .1 41.1 39.8 38.8 37.7 36.) 35.4 25.4 25 .9 27.0 32.9 1 2 3 4 10 36.6 33.2 31.2 33.2 l 2 3 4 11 12 13 14 32.6 32 .o 31. 5 31.1 31.3 28.8 38. 7 33.0 34 .2 35.2 36. 7 38. 5 38.0 39. 7 1 2 3 4 10 41.0 42 .1 41.4 40. 0 11 12 13 14 1 2 3 4 10 31. 3 32.0 32.2 32.8 32. 7 30.5 33 .s 32 .0 36.B 36 .6 CONT2.STA 4/15/2002 2:42PM 38.5 38,9 40.5 JS. 7 11 12 13 14 1 2 3 4 36.5 29.8 28.4 27.8 21.4 25.3 25.8 27.3 29.4 29.3 41.2 44,0 45.4 41.8 1 2 3 4 10 22.7 22.2 21.6 21.2 1 2 3 4 10 11 12 13 14 45. 7 47. 0 46.9 45.0 42.6 40.S 40.6 38.0 36 .2 34. 7 11 12 25.2 35.3 30.2 33.0 36 .s 38.1 40.1 42,2 45.1 49.1 33.4 38.S 29.1 32 .1 1 2 3 4 10 54.6 54.9 10 1 2 10 11 12 13 14 32. 7 26.0 24. 7 24. 1 23.4 21.l 22. 0 23. 6 25.6 25.4 11 12 52.0 51.9 48.2 44.6 41.5 39. 3 37 .2 35.4 33.4 30.8 19 .6 19.J 18.8 18.5 1 2 3 4 10 35.4 25.3 11 12 27 .4 38.6 34.6 37.6 41.6 44.3 47, 3 51.1 53. 7 50.5 RECEIVER LEQ(H) Ll0 49 65.5 68.8 46.6 43.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 42. 6 45.5 48. 7 50.4 49.0 45.9 42. 7 40 .2 37 .9 35.2 10 39.1 27 .3 11 12 13 14 22.5 22.9 23.2 23. 7 30.6 30.6 28.8 27.3 26.1 28.2 RECEIVER LEQ(H) Ll0 47 63.6 66.8 28.6 29.1 30.2 36.9 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 36.6 33.8 42.7 36.6 37.5 38.8 40.5 43.1 43.0 46.2 10 49.4 53.4 54.4 51.8 1 2 3 4 10 11 12 13 14 21.2 21.5 21.9 22.4 29.4 29. 7 27 .6 26.1 25.0 27 .l 11 12 13 14 46. 7 48.S 45.9 46.2 43.6 41.9 40.8 39.5 38.0 37 .o 27.6 28.l 29.2 35.8 1 2 3 4 10 38.l 34.6 32.6 34.5 1 2 3 4 11 12 13 14 33.9 33.3 32.7 32.1 35,4 32.8 41.8 35.8 36. 8 38. 0 39.742.2 41.8 44.6 1 2 3 4 10 47 .2 50.1 50.4 49.0 11 12 13 14 1 2 3 4 10 32.4 33.1 33.S 34.0 34.1 31.9 34.9 33.5 38.3 38.2 11 12 13 14 40.2 40.7 42.6 41.0 44.0 46.3 44.3 44.9 42.'5 40.9 39.8 38.6 37 .l 36.2 1 2 3 • 43.8 47.1 50.0 48.0 37 .3 33. 8 31.8 33.8 1 2 3 • 10 1 2 3 4 33 .2 32 .6 32.1 31.6 11 12 13 14 1 2 3 • 10 '53 .3 56.7 54.9 49.8 46.l 43 .4 42.9 40.0 37 .9 36.6 11 12 13 14 35.4 41.3 32.8 35.9 31.9 32. S 32 .9 33 .3 33 .3 31. l 34 .1 32 .6 37. 5 37 .3 1 2 3 4 10 39.4 39.8 41.6 39.9 11 12 13 14 1 2 3 4 36. 3 29.6 28.2 27.7 27 .2 25.1 25.8 27.3 29.5 29.4 42.645.7 48.1 45.4 1 2 3 • 10 22.9 22.4 21.8 21.5 1 2 3 4 10 11 12 13 14 50.4 52 .3 51.6 48.2 45.0 42 .6 42 .1 39.4 37 .3 35. 9 11 12 25.6 35.6 30.4 33 .4 36. 9 38.9 40.7 42.7 45.5 49.1 34.8 40.4 31.5 34.6 1 2 3 4 10 52. 7 51. 7 10 1 2 10 11 12 13 14 35.1 28.5 27.1 26. 5 26.1 23.8 24.6 26.2 28.3 28.1 11 12 49.4 50.0 47.8 44.6 42 .1 39. 7 37. 7 36.0 33 .5 31.0 21.5 20.9 20.3 19.9 1 2 3 • 5 9 10 35.6 25.6 11 12 26.2 36.3 31.S 34.4 38.1 40.3 42.2 44.7 47.9 51.3 RECEI~ LEQ(H) Ll0 50 64.3 67. 7 51.8 48.4 10 1 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 47.0 49.1 49.0 46.S 43.7 41.3 39.0 37 .1 34.6 32.0 5 7 10 36.4 26.1 11 12 13 14 22.6 22.9 23.2 23.8 30.8 30.8 28.7 27.3 26.1 28.2 RECEIVER LEQ(H) Ll0 48 67 .o 70.3 28,7 29.2 30.3 37.0 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIMAY SEGMENT 36. 7 34.1 43.0 37.1 38.2 39.5 41.3 44.1 44.4 47 .s 10 50.9 53.8 52.2 49.5 1 2 3 4 10 11 12 13 14 22.4 22. 7 23 .2 23.6 30.5 30.6 29.0 27.5 26.3 28.4 11 12 13 14 44.1 46.0 43.7 U.4 42.0 40.5 39.4 38.3 36.8 35.9 28.8 29.3 30.4 37 .1 1 2 3 4 10 37 .1 33.6 31.6 33. 5 1 2 3 4 11 12 13 14 32.9 32.4 31.9 31.3 36.7 34.0 42.7 36.6 37.6 38.9 40.7 43 .3 43.1 46.1 1 2 3 4 10 49.6 54. S 56 .2 53 .8 11 12 13 14 1 2 3 4 10 31.6 32.2 32 .6 33.1 33.0 30.8 33.9 32.3 37 .2 37 .o 11 12 13 14 39.0 39.4 41.1 39.3 48.5 50.4 47.6 47,7 45.0 43 .2 42.040.7 39.2 38.2 1 2 3 4 42.0 45.1 47.4 44.8 39. 3 35.8 33.7 35.6 1 2 3 4 10 1 2 3 4 34 .9 34 .3 33. 7 33 .1 11 12 13 14 1 2 3 4 10 50.2 53.8 56.3 52 .1 47 .9 44.5 44.0 41.0 38.8 37 ,3 11 12 13 14 36.1 41.7 32.9 36.0 33 .4 34 .1 34 .5 35 .1 35 .2 33 .0 36.1 34. 7 39, 5 39.4 1 2 3 4 10 41.4 42.0 43.9 42.4 11 12 13 14 1 2 3 • 36.4 29.6 28.2 27. 7 27 .2 24.9 25.8 27.5 29.6 29.5 45.3 48.8 51.9 49.8 1 2 3 4 10 22.8 22 ,3 21. 7 21.4 1 2 3 • 10 11 12 13 14 55.6 58. 8 55 .4 49. 7 46.0 42.7 42 .6 39.8 37 .8 36. 6 11 12 25. 7 35.5 29.6 32. 8 36 .a 39.2 40.4 41.9 44.0 46.1 35.5 41.3 32.9 36.0 1 2 3 • 10 47 .a 47 .4 CONTI.STA 4/15/2002 2:42PM 10 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ll 12 ROADWAY SEGMENT ,s. 7 46.0 44.9 43.0 41.3 39.3 37 .5 35.9 33 .o 30.2 10 35.3 25.7 ll 12 13 l4 22.5 22.8 23.2 23.8 30.9 31.0 28.8 27.4 26,4 28.5 RECEIVER LEQIH) LlO 51 62 .s 65.6 29.0 29.6 )0. 7 37. 5 1 2 3 • 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ll 12 13 14 ROAIMAY SEGMENT 37 .3 34.9 44.3 38.9 40.2 41.8 44.2 47.5 48.4 51.3 10 53 .2 52.1 47.6 45.0 1 2 3 4 10 ll 12 13 14 21.1 21.3 21.8 22.2 29.S 29.7 27.5 26.2 25.1 27 .2 ll 12 13 14 40.4 42.9 41.2 42.2 40.2 38.9 38.0 37 .o 35.6 34.8 27. 7 28.3 29.3 36.0 1 2 3 4 10 36.1 32.6 30.1 32 .1 1 2 3 4 ll 12 13 14 32.1 31.5 31.0 30.4 35.5 33.1 42.2 36.5 37.5 38.8 40.6 43.4 43.3 45.8 l 2 3 4 10 48.3 50.3 49.0 47.3 ll 12 13 14 1 2 3 4 10 30. 7 31.4 31. 7 32 .2 32.2 29.9 32.9 31.4 36.2 35. 9 ll 12 13 l4 37.7 38.0 39.4 37 .4 42.4 44.9 42.8 43.5 41.4 40.0 38.9 37.8 36.4 35.5 l 2 3 4 39.8 42.3 44.1 40.8 36.7 33.2 31.3 )3.2 1 2 3 4 10 1 2 3 4 32.7 32.1 31.6 31.1 ll 12 13 l4 1 2 3 4 10 45.5 48.8 53. 7 55. 8 53 .3 49.l 48.0 43.8 41.4 39.5 ll 12 13 l4 37 .8 43 .2 33. 7 36 .6 31.3 32 .0 32 .3 32 .8 32.8 30 .6 33 .6 32 .0 36. 9 36. 6 1 2 3 4 10 38.6 38.9 40.6 38.8 ll 12 13 14 1 2 3 4 36.8 30.0 28.6 28.0 27.3 25.1 26.0 27.6 29.7 29.5 41.4 44.3 46.2 43.6 l 2 3 4 10 22. 8 22. 2 21.6 21.3 l 2 3 4 10 11 12 13 14 48 .3 50.4 52.1 49.6 46.4 43 .6 43.6 40.4 38. 3 36. 8 11 12 25 .8 35.6 27 .8 31.5 35.3 37.8 38.6 39.5 40.5 41.4 35.5 40.9 31.8 34 .8 1 2 3 4 10 42 .1 41.9 10 1 2 10 11 12 13 14 35.2 28.6 27 .2 26.6 26.1 23. 7 24.8 26.3 28.3 28. 0 11 12 40.9 41.1 40, 7 39.6 38.7 37 .5 36.4 34.6 31.4 28.1 21.3 20.8 20.l 19.9 1 2 3 4 10 35.1 25.8 11 12 26. 7 36. 7 30. 9 34 .3 38.l 40.7 42.1 43.845.7 47 .2 RECEIVER LEQ(HJ LlO 54 63.9 61.4 47 .1 45. 5 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROAIMAY SEGMENT 44.2 45.4 45. 6 44 .3 42. 8 41.0 39.1 37 .3 34 .4 31.6 10 36.5 26.7 11 12 13 l4 24.3 24.8 25 .1 25. 5 31.4 31.4 29.2 27.7 26.8 29.0 RECEIVER LEQ(H) LlO 52 61.9 65.2 29.5 30.0 31.l 38.0 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 OBA ll 12 13 14 ROADWAY SEGMENT 37.9 35.6 45.3 40.0 41.4 43.5 46.5 50.1 50.3 52 .6 10 52.6 50.3 46.1 43.S l 2 3 4 10 11 12 13 l4 22.8 23.l 23.5 22. 7 29.4 29.6 27 .4 26.2 25.l 27.2 11 12 13 14 39.2 41.8 40.3 41.4 39.5 38.2 37 .5 36.5 35.2 34.4 27.7 28.3 29.3 36.0 l 2 3 4 6 10 35.7 32.3 30.3 32.4 l 2 3 4 11 12 13 14 31.8 31.3 30. 8 30,2 35. 7 33.3 43.l 37 .3 38. 5 39.9 41.9 44. 7 45.1 47.3 l 2 3 4 10 49.S 50.l 47.8 45.6 11 12 13 l4 1 2 3 4 10 30.4 31.1 31.4 31.9 31.8 29.6 32.6 31.0 35.8 35.4 11 12 13 14 37 .1 37 .4 38.9 36. 8 41.0 43.2 41.3 42 .3 40.2 38.8 37 .9 36.8 35.5 34 .6 1 2 3 4 39.1 41. 7 43 .2 39. 7 35.8 32 .4 30.4 32. 4 1 2 3 4 10 1 2 3 4 31. 7 31.1 30.6 30.0 11 12 13 14 1 2 3 4 10 44.1 46.5 51.3 54 .8 55.1 52.0 50.4 46.3 43.6 41.0 11 12 13 14 39.1 43.9 34.4 37 .2 30.2 30.9 31.3 31.9 ]l.929.7 32. 7 31.2 36.0 35. 7 1 2 3 4 10 37 .6 37. 9 39.4 37 .5 11 12 13 14 1 2 3 4 37 .4 30.5 29.0 28.4 27.7 25.5 26.5 28.0 30.1 30. 7 40.1 42.9 44.6 41. 8 1 2 3 4 10 24.7 24.1 23.6 23.2 1 2 3 4 10 11 12 13 14 46.4 48. 7 51.8 51.2 48 .4 45. 5 45.1 41. 7 39.3 37 .8 11 12 34 .4 36.5 21.2 30 .5 34. 7 37 .3 37 .6 38.4 39.l 39.9 36.4 41.7 32 .o 35.0 1 2 3 4 10 40.4 40.1 10 1 2 10 ll 12 13 14 35.4 28. 7 27. 3 26. 7 26.023.7 24.6 26.2 28.2 28.6 11 12 39.2 39.6 39.2 38.4 37. 7 36. 7 35.9 33 .9 30. 7 27 .3 23 .1 22 .6 22.1 21.8 1 2 3 4 10 35.4 32.9 11 12 26.6 36.6 29.5 33.2 31.3 39 .1 40 .1 41.8 42.9 43.7 RECEIVER LEQ{H} LlO 55 61.6 64. 9 43.9 43.l 10 1 2 10 ROAD'NAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 42.0 42.6 42.6 41.8 40.9 39.6 38.3 36.5 33.3 30.1 10 36.l 26.6 11 12 13 14 23.9 24.3 24.6 25.0 31.9 31.9 28.4 26.3 25. 7 27 .9 RECEIVER LEQ(H} LlO 53 63.8 67 .2 28.4 29.0 30.1 36.8 l 2 3 4 10 CONTI.STA 4/15/2002 2:42 PM 1 2 3 4 11 12 13 14 27.7 27.1 26,7 26.l 36.S 34.l U.l 38.S 39.8 U.7 U.l 46.8 U.4 48.6 1 2 3 4 10 49.S 49.0 46.1 43.7 11 12 13 14 1 2 3 4 10 26.5 27.0 27.4 27.9 27.9 25.8 28.7 27.2 31.8 31.4 11 12 13 14 33.2 33.3 34.5 32.7 39.4 41.6 40.0 41.1 39.1 37.9 37.0 36.1 34.8 33.9 1 2 3 4 3S.2 37.6 38.7 3S.2 35.2 31.8 29.7 31.8 1 2 3 4 10 1 2 3 4 31.0 30.4 30.0 29.) 11 12 13 14 1 2 3 4 10 39.4 40.4 U.9 41.3 40.3 38.8 39.9 37.6 35.8 34.7 11 12 13 14 33.S 39.1 30.9 34.l 29.6 30.3 30. 7 31.2 31.2 29. 0 32.1 30.6 35.3 35. 0 1 2 3 4 10 36.8 37.0 38 .5 36.6 11 12 13 14 1 2 3 4 34.5 27.9 26.4 25.9 25.5 23.4 24.5 25.9 28.3 28.3 38.9 41.6 43.1 40. 3 1 2 3 4 10 21.8 21.3 20. 7 20.5 1 2 3 4 s 10 11 12 13 14 44 ,4 46.8 50.4 Sl. 3 so .1 47 .5 47 .2 44 .1 41. 8 39. 7 11 12 31.l 43.4 36.2 39.4 43.0 44.) 43 .2 41.4 40.1 38.6 37.8 42.9 32. 9 35.8 1 2 3 4 10 37 .4 36.3 10 1 2 10 11 12 ll 14 36.2 29.4 28.0 27 .4 26 ,3 24 .4 25.8 28.5 30. 7 30.8 11 12 35.3 36. 6 38.1 39.4 40.7 42.0 42 ,6 41. 7 39.l 35.8 24.3 23. 7 23 .2 22.8 1 2 3 4 10 42 .6 31.1 11 12 27 .o 36.9 28. 7 32 .1 36.2 38. 7 39 .2 40 .o 40.6 41.1 RECEIVER LEQIHI LlO 58 59. 7 62.8 41.3 40. 7 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 40. 0 40.4 40.3 39. 7 39 .2 38. 3 37. 5 35.5 32. 3 28.8 10 36.3 ;n.o 11 12 13 14 22 .4 22.8 23.2 23.6 30.5 30.4 28.2 26.4 24. 7 26.6 RECEIVER LEQIHI LlO 56 60.9 64.2 26.2 26.6 27.6 34.1 l 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMEN'I' 33 .4 31.0 40.8 35.3 36.5 37.8 39.3 41.5 41.1 42.7 10 44.2 45.2 43. 9 42. 8 1 2 3 4 10 ll 12 13 l4 24.1 24.7 25.1 25.4 32.3 32.4 30.2 28.3 26.5 28.9 ll 12 13 14 38.3 41.2 39.i 40.7 38.8 37.5 36. 7 35. 7 34.4 33.5 29.2 29.5 30.4 36.9 1 2 3 4 10 34.8 31.5 29.5 31.5 1 2 3 4 11 12 13 l4 30.9 30.3 29.8 29.2 36.4 34.1 44.0 39.0 40.3 42.3 4S.l 47.6 46.4 47 .9 1 2 3 4 10 48.2 47.2 43.7 42.0 11 12 13 14 1 2 3 4 10 29.5 30.1 30.5 31.0 31.0 28.9 31.8 30.3 35.1 34. 7 11 12 13 14 36.6 36. 7 38.3 36.4 37. 7 40.4 38. 7 39.8 37.9 36.8 36.0 34.9 33.6 32.8 1 2 3 4 38.8 41.4 42.8 39.3 34 .1 JO. 7 28. 7 30. 7 1 2 3 4 10 1 2 3 4 29.9 29.4 28.6 28.0 11 12 13 14 1 2 3 4 10 43.644.7 46.3 45.3 43.5 41.6 41.8 39.5 37 .4 36.0 11 12 13 14 34.8 39. 7 30.1 33 .3 28.0 28.8 29.4 29.9 30.2 28.0 31. 0 29 .6 34 .2 33. 7 1 2 3 4 10 35.5 35.6 37.0 3S.3 11 12 13 14 1 2 3 4 34 .9 28.8 27.3 26.5 26.5 24.4 2S.4 27.0 29.3 29.3 37. 7 40.4 41.9 38.2 1 2 3 4 10 22 .e 22 .2 21. 7 21.4 1 2 3 4 10 11 12 13 14 42.6 45.1 48. 3 49.8 49.S 48.0 48.1 44.9 42.6 40.8 11 12 29.0 39.4 33.4 37. 1 41. S 44 .1 44,9 45.4 45.0 43.6 39.0 43.0 33.436.7 1 2 3 4 10 42 .2 40.5 10 1 2 10 11 12 13 14 37 .5 30.8 29.2 28.5 28.5 26 .4 27, 5 29. 0 31.2 31.2 11 12 39. 7 41.3 42. 7 43.6 44,0 43.5 42.4 40.4 37 .4 33.9 24. 7 24 .1 23.6 23 .2 1 2 3 4 10 39.0 28.9 11 12 34.9 38.021.9 31.3 35.4 38.1 38.3 38.8 39 .2 39.6 RECEIVER LEQ{H) LlO 59 60.2 63 .3 39.6 39.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38.5 38.8 38.8 38.4 38.l 37 .3 36. 7 34. 7 31.4 28.l 10 36.8 33.4 11 12 13 14 22. 8 23 .1 23. 5 23. 9 30.9 30.8 28 .4 24.S 23 .9 25.9 RECEIVER LEQ(H) LlO 57 57 .3 60.6 26.4 27.0 28.0 34. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIJWAY SEGMENT 34.2 31.8 41.9 36.4 37.5 39.0 40.8 43.1 43.0 45.0 10 46. 7 47 ,3 45.4 43.9 1 2 3 4 10 11 12 13 14 21.5 21.8 22.2 22 .6 29.5 29.5 27.2 25.6 24.3 26.4 11 12 13 14 39.2 41. 7 40.0 40.8 38.8 37.5 36.6 35.5 34.2 33 .3 26.8 27.4 28.4 35.0 1 2 3 4 10 34.5 31.1 29.1 31.0 1 2 3 4 11 12 13 14 30.4 29. 7 29.0 28.5 34..2 31.0 39.1 33 .1 34.8 36 .1 37 .4 39.3 37.9 39.5 1 2 3 4 10 40.6 41.l 39. 9 38.9 11 12 13 14 1 2 3 4 10 28.8 29.5 29.8 30.4 30.5 28.4 31.4 29.9 34. 7 34 .4 11 12 13 14 36.3 36.S 38.l 36.) 34. S 37 .1 35.6 36, 8 35.1 33. 9 32 .9 32 .2 30 .9 30.2 1 2 3 4 38.8 41.6 43.0 40.1 31.5 28.2 26.3 28.3 1 2 3 4 10 CONTI.STA 4/15/2002 2:42PM 10 11 12 13 14 44.7 46,2 '8.6 48.0 46.l 43.8 43.5 40.8 38.7 37 .1 11 12 35.3 38.9 28.8 32.3 36.4 39.0 39.1 39.3 39.5 39.4 35.8 40.7 30.7 33. 7 1 2 3 4 10 39.1 38.5 10 1 2 10 11 12 13 14 34.2 27. S 26 .1 25.6 24.6 24.4 25.8 27.4 29.6 29. 7 11 12 37.9 38.3 38. 7 38 .6 38.5 38.1 37. 7 35.5 32.3 28.9 23 .1 22.6 22.1 21. 7 1 2 3 4 10 37.7 33.9 11 12 27 .2 37 .5 30.6 34.3 38.4 41.2 41.9 42.7 43.3 43.2 RECEIVER LEQ(H) Ll0 62 62.9 66.2 42.S 41.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0DBA 11 12 ROADWAY SEGMENT 40.6 41.4 42.1 42.0 41.7 40. 7 39. 7 37 .5 34 .2 31.0 10 37.027.2 11 12 13 14 21.1 21.4 21.9 22 .4 29.5 29.6 27.6 26. 3 25.1 27 .2 RECEIVEit LEQIHl Ll0 60 60.1 63 .2 27. 7 28. 3 29. 3 36.1 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 35. 7 33 .3 42 .6 37 .0 38. l )9.5 41.4 44. 2 43. 9 47. 3 10 50.l 51.8 49. 7 47 .3 1 2 3 4 10 11 12 13 14 23.5 23.9 24.3 24. 7 31.5 31.5 29.3 27.6 26.0 28.4 11 12 13 14 42 .2 44.S 42.4 43.2 41.0 39.S 38.5 37 .4 36.0 35.1 28.6 28.7 29.6 35.9 1 2 3 4 10 36.3 32.8 30.8 32.8 1 2 3 4 11 12 13 14 32 .1 31.S 31.0 30.4 35.3 33.0 42.8 37.S 38.8 40.5 42.6 44.7 44.2 46.0 1 2 3 4 10 46.9 46.8 44.4 42.6 11 12 13 14 1 2 3 4 10 30.6 31.3 31. 7 32 .2 32.3 30.1 33.1 31.6 36.4 36.2 11 12 13 14 38. l 38.4 40.1 38.3 38.4 40.8 39.0 40.2 38.2 36.9 36.1 35.0 33. 7 32 .8 1 2 3 4 40.9 43.9 45.8 43.2 34.1 30.6 28. 7 30. 7 1 2 3 4 10 1 2 3 4 30.0 29.3 28. 7 28.l 11 12 13 14 1 2 3 4 10 48.2 S1.0 54.0 51. 7 48.0 45.0 44.4 41.2 39.0 37.4 11 12 13 14 35.9 41.3 32 .o 35.0 28.3 28.9 29.5 30.1 30.2 28.0 31.0 29.6 34.3 33.9 1 2 3 4 10 35.8 36.0 37 .5 35.6 11 12 13 14 1 2 3 4 35.4 28. 7 27 .3 26. 7 26.2 23.7 24.8 26.3 28.J 28.1 38.l 40.7 42.2 39.1 1 2 3 4 10 21.4 20.9 20.2 19.9 1 2 3 4 10 11 12 13 14 43.6 45.1 48.1 48.3 47 .2 45,2 45.6 42.9 40.5 38 .6 11 12 25.8 35.8 29. 3 33.1 36.9 39.S 40.6 42.1 43.7 45.1 37. 2 41.8 32.3 35.8 1 2 3 4 10 45.8 45.2 10 1 2 10 11 12 13 14 36. 8 30.1 28.6 27.9 27.6 25.6 26.6 28.1 30.4 30.5 11 12 43.8 44 .4 43.9 42.6 41.3 39.4 37 .8 36.1 32.9 30.1 24.0 23.4 22.9 22 .5 1 2 3 4 10 35.4 25.8 11 12 27. 5 37.6 29.4 32 .9 37 .1 39. 7 40.1 40.6 41.0 41.0 RECEIVER LEQ(Hl Ll0 63 62. 5 65. 9 40.740.0 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBU1'IONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 39.2 39.8 40.1 40.0 39. 7 39.1 38. 3 36.4 33.0 29.6 10 37 .o 27 .4 11 12 13 14 21.3 21. 7 22 .1 22 .5 29. 7 29.927.7 26.5 25.3 27.5 RECEIVER LEQ(H) Ll0 61 59.5 62 .6 28.0 28.6 29.6 36.4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 36.1 33.8 43.8 38.1 39.3 40.8 43.0 46.1 46. 7 49.2 10 51.2 50.9 47 .3 44.8 l 2 3 4 10 11 12 13 14 24.1 24.4 24.9 25.l 32.1 32,l 29.8 28.2 26.6 28.7 11 12 13 14 40.1 42.7 40.8 41.8 39.6 38.3 37 .5 36.5 35.1 34.2 29.3 29.9 31.0 37.4 1 2 3 4 10 35.5 32.1 30.1 32.0 1 2 3 4 11 12 13 14 31.4 30.5 30.0 29.3 36.4 33.5 43.2 38.0 39.4 41.2 43.7 45.6 44.0 45.4 1 2 3 4 10 45.9 45.4 42.6 40.9 11 12 13 14 1 2 3 4 10 29.6 30.3 30. 7 31.2 31.3 29. 3 32.3 30.8 35.5 35.1 11 12 13 14 37 .1 37 .3 39. 0 37 .0 36.8 39.6 31.9 39.0 37.1 35.8 35.0 34.0 32 .7 31.8 l 2 3 4 39.6 42.4 44.2 41.2 33.1 29.7 27.6 29.6 1 2 3 4 10 l 2 3 4 28.9 28.2 27.7 27.0 11 12 13 14 1 2 3 4 10 45. 6 48.6 52. 7 53 .3 50.7 47.4 46.3 42.8 40.3 38. 7 11 12 13 14 37 .1 42.3 32 .5 35.4 27 .2 28.0 28.4 29.0 29 .1 27. 0 30.0 28.6 33.3 32 .9 1 2 3 4 10 34. 7 34.8 36.4 34 .5 11 12 13 14 1 2 3 4 35. 7 29.0 27. 6 27 .0 26.3 24.1 25.0 26.5 28.6 28.3 37.0 39.6 41.0 37. 7 1 2 3 4 10 22.4 22. 7 22 .2 21. 9 1 2 3 4 10 11 12 13 14 42 .2 43.7 46.5 47 .2 46 .5 45.3 46.2 43 .4 41.4 39 .8 11 12 26.0 35.8 28.4 32 .1 35.9 38.6 39.3 40.3 41.3 42 .1 38 .1 42 .6 33.6 37. 0 1 2 3 4 10 42.6 42 .2 10 1 2 10 11 12 13 14 37 .4 30.5 29.0 28.4 28.0 25.9 27 .0 28. 5 30.8 30.8 11 12 41.2 41.6 41.2 40 .4 39.S 38.2 37 .1 35.2 31.928.7 24 .3 23.8 23.2 22.8 CONT2.STA 4/15/2002 2:42 PM 35.3 25.9 11 12 13 14 20.0 20.3 20.8 21.2 28.2 28.2 26.0 24.3 23,0 25.1 RECEIVER LEQ(H) LlO 64 62 .5 65.9 25.5 26.1 27 .1 33. 7 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 32.2 29.0 38.S 32.8 33.8 35.0 36.4 38.0 37.4 38.9 10 40.2 41.2 40. 5 39. 0 l 2 3 4 10 11 12 13 14 24.2 24.6 24.9 25.3 32.2 31.8 28.3 26. 7 26.0 28.2 11 12 13 14 35.0 38.l 36.8 38.6 37.0 36.2 35.6 34.9 33.7 33 .o 28.6 29.2 30.3 37 .1 l 2 3 4 10 34 .4 31.l 29.2 31.4 l 2 3 4 11 12 13 14 30 .9 30 .s 30.2 29.8 36.9 34.7 44.8 39.3 40.9 42.8 45.3 48.l 48. 7 50.5 l 2 3 4 10 so. 7 49.1 45.0 42.8 11 12 13 14 1 2 3 4 10 30. l 30.6 30.9 31.2 31.l 28.8 31. 7 30. l 34 .6 34.3 11 12 13 l4 35 .9 36.0 37 .2 35.0 38.6 41.4 39.8 40.8 38.9 37. 7 36.7 35.9 34.5 33. 7 l 2 , 3 4 37 .2 39.2 39.9 36.0 35.0 31.6 29.6 31.6 l 2 3 4 6 8 10 1 2 3 4 31.0 30.4 29. 7 29.2 11 12 13 14 1 2 3 4 10 39 .6 41.2 41.9 41.0 39 .5 37 .9 38.6 36.5 34.8 33.4 11 12 13 14 32.4 37 .9 29.6 32.7 29.4. 30.1 30.5 30.9 31.1 28.9 31.9 30.3 35.0 34. 7 1 2 3 4 10 36.6 36.8 38.2 36.2 11 12 13 14 6 1 2 3 4 33.3 26.6 2S,2 24.6 24.2 22.1 23.2 24.7 26.9 26.9 38.6 41.0 42.5 39.1 1 2 3 4 10 20.3 19. 7 19.3 18.9 1 2 3 4 10 11 12 13 14 43.5 45.9 50.3 52. 7 52.6 50.1 49.4 45.7 42.8 40.8 11 12 31.0 43.9 41.9 46.6 S-2.0 52.0 49.1 45.1 42.S 40.2 38.8 43.6 33.4 36.3 1 2 3 4 10 38. 5 36.8 10 1 2 10 11 12 13 14 36.S 29.7 28.3 27. 7 26. 7 24.6 25.6 28.0 31.0 31.0 11 12 36.1 31. 7 39 .1 41.8 44.S 48.0 49.4 48.9 45.8 42 .2 24.5 23 .9 23.4 23.0 1 2 3 4 10 44 .3 31.0 11 12 34.6 36. 7 27 .4 30.8 34. 9 37. 5 37. 9 38.6 39.2 39.8 RECEIVER LEO(HJ LlO 61 63 .a 61.3 40.3 40.0 10 l 2 10 ROADWAY SEGMENT sourm LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROAOW'AY SEGMENT 39.2 39.4 39.1 38.S 37 .8 36. 9 36.1 34 .o 31.0 27 .5 9 10 35.6 33.0 11 12 13 14 19.4 19.1 20.2 20.6 21.6 21.1 25.3 23.1 22.4 24,4 RECEIVER LEQ(Hl LlO 65 62.0 65. 5 24.9 25.5 26.S 33 .o l 2 3 • 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIMAY SEGMENT 31.5 28.4 38.0 32.5 33. 3 34.6 35.9 37.5 36. 9 38 .6 10 39.8 40.8 40.2 38. 7 1 2 3 • 10 11 12 13 14 19.1 20.0 20.4 20.8 27.8 27.7 25.4 23.8 22.5 24.6 11 12 13 14 35.0 31.9 31.l 39.l 31.8 31.0 36.5 35.1 34.5 33.8 25.1 25.6 26.6 33.2 l 2 3 • 10 35.2 31.9 30.0 32. 0 1 2 3 • 11 12 13 14 31.5 31.1 30.8 30.4 32.5 29.4 38.0 32.0 33.0 34.0 35.5 36.9 36.0 31.4 1 2 3 4 10 38.5 39.4 38.6 37.2 11 12 13 14 l 2 3 4 10 30. 7 31.2 31.4 31.8 31.6 29.4 32.3 30. 7 35.4 34.9 11 12 13 14 36.1 36.1 38.0 35.6 33.0 36.2 35.3 37 .2 36.2 35.6 35.3 34.6 33.5 33.0 1 2 3 4 n.a 39.1 40.1 3S.1 34 .4 31.l 29.3 31.4 1 2 3 4 10 1 2 3 4 31.0 30.S 30.2 30.2 11 12 13 14 l 2 3 4 10 39.3 40.9 41.5 40.S 39.1 31.4 38.0 36.0 34.4 33.1 11 12 13 14 32.1 31.4 29.0 32.l 30. 7 31.0 30. 7 31.2 31.1 28.8 31.6 30.0 34.6 34.1 1 2 3 4 10 35-.6 35.6 36.7 34.3 11 12 13 l4 1 2 3 4 32.6 26.0 24 .5 24. 0 23. 7 21.5 22.6 24.1 26.3 26.3 36.1 37.9 38.1 34.0 1 2 3 • 10 19 .1 19.1 18.6 18.2 1 2 3 4 10 11 12 13 14 31.7 39.3 40.0 39,2 38.0 36.6 31.7 JS .4 33.8 32.8 11 12 31.6 46.4 44.8 50.3 56.2 56.5 51.0 45.5 42.4 40.0 31.6 37.5 29.0 32 .2 8 l 2 3 4 5 10 38.3 36 .s 10 1 2 10 11 12 13 14 32 .1 26.1 24. 7 24.1 23.1 21.6 22.6 24.2 26.S 26.5 11 12 35. 9 37. 5 39. 6 41.9 46.1 51.6 54. 8 53 .3 48.1 44.1 20.0 19 .5 18.9 18. 7 9 1 2 3 4 6 10 46.4 31.8 11 12 33 .3 49.6 S0.3 54.8 52.6 47.8 44.7 41.4 39.3 31.S RECEIVER LEQ(Hl LlO 68 63 .1 66.1 36.2 34 .8 10 1 2 10 ROAIMA'i SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 D'&A 11 12 ROADW'AY SEGMENT 34.1 35.4 31.1 38,9 41.9 44,.7 48.3 50,5 51.5 48.6 10 49.2 33.3 11 12 13 14 19 .1 19 .4 19. 8 20.2 27 .o 25.8 23 .6 22 .1 21.2 23.4 RECEIVER LEQCHI L!O 66 60.9 64.4 23.9 24.S 25.S 32 .1 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.6 29.1 39.1 33.5 34.5 35.8 37 .2 39.3 38.8 40.8 10 42,1 0.1 43.9 42.4 CONTI.STA 4/15/2002 2:42PM 10 24.6 25.1 25.7 26.2 26.3 24.0 27.1 25.6 30.3 29.8 11 12 13 14 :n.6 31.6 JJ.o J0.9 39.l U.9 40.8 42.2 40.3 39.1 38,2 37.2 35.8 34.9 l 2 3 4 33.5 35.9 36.9 33.3 36.2 32.8 30.8 32.8 l 2 3 4 10 l 2 3 4 32.3 31.8 31.3 30.8 11 12 13 14 l 2 3 4 10 37. 7 38.4 40.2 40.1 39.3 38.8 40.4 38.9 37 .4 36.4 11 12 13 14 35.5 40.9 32.4 35.8 31.1 31.7 32.0 32.5 32.4 30.2 33.2 31.7 36.S 36.2 l 2 3 4 10 38.0 38.4 39.9 38.0 11 12 13 14 l 2 3 4 36.2 29.5 28.l 27.5 27.2 25.2 26.3 27 .8 30.2 30.3 40.5 43.0 44.0 40.0 l 2 3 4 10 23 .9 23 .3 22. 7 22 .3 l 2 3 4 10 11 12 13 14 43.S 45.0 45.0 43.4 41.3 39.5 39.5 37,0 35.5 34.0 11 12 37 .4 47. 9 39.2 33.9 37.0 38.6 38.0 36.9 36.3 35.3 32.6 37.6 27.9 30.9 l 2 3 4 10 34. 7 34.0 10 l 2 10 11 12 13 14 31.4 24.8 23.4 22.8 22.0 19.9 20.9 22.4 25.1 25.9 11 12 33.3 34 .) 35. 0 35.6 36 .4 37 .1 37 .2 36.0 33.5 37.6 19.S 18.9 18.5 18.1 l 2 3 4 10 46. 7 36. 5 11 12 28.0 40.5 37.l 39. 7 43.6 46.8 51.8 56.S 53 .2 47. 5 RECEIVER LEQIH) LlO 71 57 .1 60.1 43 .8 41.1 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 40.6 43.1 46. 7 50. 5 52 .4 49.4 45.5 42 .2 39.8 37. 5 10 40.9 28.1 11 12 13 14 23.0 23.3 23.6 24.0 30.8 30.6 28.3 26.6 25.4 27 .3 RECEIVER LEQ(H) LIO 69 63 .1 66 .4 27 .8 28.4 29 .4 35.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 R0.1dJWAY SEGMENT 35. l 31.9 40.2 34 .5 35. 3 36.4 38.1 39.4 37 .5 38.4 10 39.1 39. 5 38.1 37 .3 l 2 3 4 10 )1 12 13 14 19.6 19.8 20.4 20.8 28.0 28.4 26.2 24.8 23.7 25.9 11 12 13 14 33 .o 35. 7 34.4 35 .4 33 .8 32.8 32.0 31.1 29. 9 29.1 26.4 26.9 27.9 34 .5 l 2 3 4 10 30.3 27.2 25.3 27.3 l 2 3 4 11 12 13 14 26.7 26.1 25.7 25.1 34.0 31.5 41.2 34.8 35.9 37.2 38.7 41.l 40.6 43.1 l 2 3 4 10 45.4 47.6 47.7 46.5 11 12 13 14 1 2 3 4 10 25.5 26.1 26.5 26.9 26.9 24.8 27. 7 26 .2 30.8 30.3 u 12 13 14 31.9 32.l 33.5 31.5 42.5 45.l 43.4 44.2 42.0 40.5 39.5 38.3 36.9 36.0 l 2 3 4 33.8 36.0 37.2 33.4 37.1 33.6 31.6 33.6 l 2 3 4 10 l 2 3 4 33.l 32.5 32.0 31.5 11 12 13 14 l 2 3 4 10 37 .9 38.6 40.2 39.9 39.0 38.l 39. 7 38.0 36.0 35.0 u 12 13 14 34.0 39.6 31.5 34.9 31.8 32.4 32.7 33.2 33.2 31.0 34.0 32.5 37.3 37.l 1 2 3 4 10 39.1 39.5 41.3 39.5 11 12 13 14 l 2 3 4 35.5 28.9 27.4 27.0 26.6 24.5 25.6 27.2 29.6 29.7 42.1 45.1 47.0 43.8 l 2 3 4 10 23.322.7 22.2 21.9 l 2 3 4 10 11 12 13 14 47 .9 49.3 48.8 46.3 43.6 U.3 41.4 38.6 36. 7 35.2 11 12 37 .4 49.1 40.8 36.4 39.2 40.3 39.4 37 .9 37.0 35.9 33 .8 39.3 30.2 33.3 l 2 3 4 10 35.l 34. 3 10 l 2 10 11 12 13 14 33.8 27 .2 25.8 25.2 24 .8 22 .2 23.4 24.9 26.8 26.6 11 12 33 .5 34.6 35.6 36.5 37 .5 38.5 38.8 38.2 36.0 39.5 19.9 19.3 18, 7 18 .4 1 2 3 4 10 47. 9 36.6 11 12 26.6 37 .4 33 .2 35.9 39.7 U.9 44.5 47. 7 52.0 53.5 RECEIVER LEQ(H) LlO 72 66.3 69.8 50.0 45.8 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 45.1 48.2 50.5 49.4 46.6 43.5 40.8 38.6 36.3 33. 7 10 37.826.6 11 12 13 14 19. 7 20.1 20.4 20.9 27 .8 27. 7 25.4 23.8 22.5 24.5 RECEIVER LEQ(Hl LIO 70 56. 7 59.6 25.0 25.6 26.6 33.1 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 32 .4 29.2 37 .8 31.8 32. 7 33.8 35.3 36. 7 35.6 37 .1 10 38.1 38 .9 38.2 36. 8 1 2 3 • 10 11 12 13 14 23.5 23.8 24.3 24.6 31.5 31.4 29.0 27.4 26.1 28.0 11 12 13 14 32.8 35.8 35.1 37 .l 36.2 35.6 35 .3 34.6 33. 7 33.2 28.5 29.1 30.l 36. 7 l 2 3 ' 10 34. 9 32.2 30.8 33 .2 1 2 3 4 11 12 13 14 33. 5 34.0 35.0 34. 6 36.0 32. 7 41.1 35.S 36.9 38.2 39.l 40.0 38.l 38.6 1 2 3 4 10 39.4 39.4 37 .8 37 .2 11 12 13 14 1 2 3 4 10 34.9 35.4 35.3 34. 7 33 .9 31.3 33.5 31.6 35.6 34.6 11 12 13 14 35.9 35.6 36.6 34.2 32.7 35.5 34.2 35.l 33.6 32.3 31.6 30.6 29.4 28.6 l 2 3 ' 36.3 37.7 37 .8 33. 7 29.9 26.7 24.7 26.7 l 2 3 4 10 l 2 3 4 25.9 25.4 24,9 24.2 11 12 13 14 l 2 3 4 10 37 .2 38.8 39.S 38. 7 37.6 36.2 37 .4 35.l 33.6 32. 5 11 12 13 14 31.5 37 .3 28.9 32. l CONTI.STA 4/15/2002 2:42PM 10 39.3 38.1 10 1 2 4 10 11 12 13 14 32.6 26.0 24.5 24.0 23.6 21.6 22.7 24.2 26.5 26.6 11 12 37 .2 38.7 40.2 41.3 42.S 43.2 43.4 41.9 38.8 35.3 20.1 19.5 19. 0 18. 7 1 2 3 4 10 41.1 30. 7 11 12 38,3 56.2 58.3 60.1 55.0 48, 7 43.8 40.7 38.6 36.9 RECEIVER LEQ(H) LlO 75 58.3 61.3 JS.7 34.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT Jl.7 35.0 36.6 38.6 41.5 46.3 49. 7 53.0 56-1 55.0 10 55.3 37.7 11 12 13 14 24.2 24.S 25.3 25.5 32.4 32.4 30.3 28.4 26.8 28.7 RECEIVER LEQIH) LlO 73 59.2 62.5 29.3 29.9 31.0 37. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 36. 9 34.0 42. 9 37 .8 39.1 41.2 42.4 43.8 42.l 42.8 10 43. 3 43 .2 41.1 39. 7 1 2 3 4 10 11 12 13 14 22.2 22.4 22.9 23.3 30.2 30 .1 27.8 26.2 24 .8 26.9 11 12 13 14 35. 7 38.3 36. 7 38. 0 36 .2 35.0 34 .2 33. 3 32 .o 31.2 27 .4 27. 9 29.0 34 .9 1 2 3 4 10 32 .5 29.1 27 .1 29.0 1 2 3 4 11 12 13 14 28 .4 27. 7 27 .2 26. 5 33 .2 30. 5 40.1 34. 5 JS.5 36 .9 38,4 40.2 39.6 41.0 1 2 3 4 10 42 .4 43 .) 42.1 41.2 11 12 13 14 1 2 3 4 10 26. 5 27. 5 27 .9 28.S 28.6 26. 5 29.4 28 .0 32 .6 32.3 11 12 13 14 34.0 34.2 35 .6 33. 6 )7 .0 39.8 38.3 39.6 37 .8 36. 7 35.9 35.0 33. 7 32.8 1 2 3 4 36.0 38.4 39.8 36.2 34.1 30.8 28.9' 30.9 1 2 3 • 10 1 2 3 4 30.3 29.8 29.4 28.9 11 12 13 14 1 2 3 4 10 40.6 41.6 44.0 44.4 43.8 43.4 44 .4 42.2 40.4 39.1 11 12 13 14 37 .9 43 .1 34.3 37 .9 H.1H.BU.1H.6U.6H.3ll.3H.8H.4H.1 1 2 3 4 s 9 10 35.7 36.0 37.4 35.5 11 12 13 14 1 2 3 4 38.1 31.1 29.6 29.3 28.9 26.8 27.9 29.5 31.7 31.8 37.9 40.3 41.3 37.9 1 2 3 4 10 25.3 24. 7 24.2 23.8 1 2 3 4 10 11 12 13 14 41.8 42.9 44.2 43.3 41,8 40.1 40.9 38.6 36,6 35.2 11 12 35.9 42.0 30.2 32. 7 37 .1 39.1 38.9 38.6 38.4 38.0 34.1 39.2 30.8 34.5 1 2 3 • 10 37 .5 36.9 10 1 2 • 10 11 12 13 14 35.1 28.4 27.0 26.4 26.1 24.0 25.1 26.7 29.0 29.0 11 12 36.3 36.9 37 .4 37 .6 37.9 37.9 37 .8 36.0 32.8 29.9 22.5 21.9 21.4 21.1 1 2 3 4 10 40 .9 34. 7 11 12 30.1 41.3 35.6 39.4 44.1 46.5 46.5 45.2 43.8 41.8 RECEIVER LEQ(H) LlO 76 58. 9 61.9 40.3 38.8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38,0 39.6 41.3 42.6 44.0 44.7 44.5 42.6 39.9 36.2 10 40.9 30.2 11 12 13 14 22 .9 23 .2 23. 7 24.0 30.9 30.8 28.5 26.9 25.4 27 .6 RECEIVER I..EQtH) LlO 74 58.5 61. 7 28 .2 28. 7 29. 7 35. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l, 0 OBA 11 12 13 14 ROADWAY SEGHENT 34 .1 31.4 41.1 35 .6 36.6 38.2 39.9 41-6 41.0 42.6 10 43 .9 44.5 42.9 41.9 1 2 3 4 10 11 12 13 14 22 .4 22.6 23.1 23. 5 30.4 30.4 28.1 26.4 25.2 27 .2 11 12 13 14 37 .6 40.0 38.3 39.5 37. 7 36.4 35.5 34. 5 33 .2 32.3 27. 7 28.3 29.3 35. 7 1 2 3 4 10 33.6 30.2 28.2 30. 2 1 2 3 4 11 12 13 14 29.5 29.0 28.5 27. 9 34.1 30.9 40.3 34.4 35.9 37.1 38.9 40.3 39.4 40.9 1 2 3 4 10 42.2 42.8 41.6 40.6 11 12 13 14 1 2 3 4 10 28.2 28.8 29.2 29.B 29. 7 27 .6 30.6 29.1 33 .8 33 .5 11 12 13 14 35 .3 35. 5 37.0 35.2 ]6.3 38.9 37.5 38.7 37 .o 35.9 35.0 34.1 32.8 32.0 1 2 3 4 37.5 40.3 41.5 38.2 33 .3 30.0 28.0 29.8 1 2 3 4 10 1 2 3 • 29.4 28.9 28.4 27 .9 11 12 13 14 1 2 3 4 10 42. 7 43.6 45.5 44.9 43.5 41.8 42.S 40.1 37. 9 36. 3 11 12 13 14 35 .2 40 .2 31.6 35.3 28,2 28.9 29.2 29. 7 29.7 27.5 30.3 28.8 33.5 33.2 1 2 3 4 10 35.0 35.2 36.6 34. 7 11 12 13 14 1 2 3 4 35.9 29.2 27.8 27 .2 26.8 24.7 25.8 27.4 29. 7 29. 7 37.0 39.5 40.6 36.8 1 2 3 4 10 23.2 22. 7 22 .2 21. 8 1 2 3 4 10 11 12 13 14 41.3 42.2 43.7 43.0 41.7 40.1 41.2 38.8 36.8 35.4 11 12 28.9 39.8 32.6 36.2 40.6 43.2 43 .3 43.2 42. 7 41.6 34.1 39.6 31.3 34. 9 1 2 l 4 10 40.5 39. 3 10 1 2 10 11 12 13 14 35.4 28.7 27.3 26. 7 26.4 24.2 25.4 26.9 29.2 29.2 11 12 38 .4 39.8 40.8 41.6 42.1 41.9 41.5 39. 6 36.6 32.9 22. 7 22.1 21. 7 21. 3 1 2 3 4 10 39.2 28 .9 11 12 30.5 41. 7 34. 9 38.7 43.4 45.2 44.8 43.6 42.3 40. 7 RECEIVER LEQ(H) LlO 77 69. 8 73. 3 I CONT2.STA 4/15/2002 2:42PM 10 R()AJ)WAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROl,llWAY SEGMENT 38.9 36.3 45.S 39.4 40.4 41.7 43.4 45.9 45.6 48.8 10 52.9 59.3 62,2 57 .6 l 2 3 4 10 u 12 13 14 24.l 24.4 24.9 25.3 32.2 32.2 29.9 29.2 28.l 30.3 11 12 13 14 49.5 50.6 47.6 47.6 44.8 43.0 41.8 40.5 38.9 37 .9 30.8 31.4 32.5 39.4 l 2 3 4 10 39.0 35.4 33.4 35.3 l 2 3 4 u 12 13 14 34.6 34.0 33.4 32.8 39.4 37.1 47.1 42.0 43.7 46.l 49.6 54.9 58.0 61.l l 2 3 4 10 59.1 52.8 47.8 45.2 11 12 13 14 l 2 3 4 10 33 .o 33. 7 34.2 34. 7 34.832.7 35. 7 34.3 39.2 39.0 ll 12 13 14 41. 1 41. 7 43.6 42.0 40.6 43.2 41.4 42.6 40.9 39.8 39.l 38.2 36.9 36.l 1 2 3 4 44.9 48.5 51.9 50.3 37 .4 34. l 32 .1 34 .1 1 2 3 4 10 l 2 3 4 33 .5 32.9 32.3 31. 7 11 12 13 14 l 2 ) 4 10 57. 7 65. 7 5.9.5 51.2 47.1 43.8 44.0 41.6 40.0 38.9 11 12 1) 14 37.9 43.7 35 .o 38.1 31.8 32.6 32. 9 33. 5 33. 5 31. 3 34 .2 32. 7 37 .4 37 .0 l 2 3 4 10 38. 7 38.8 40.1 38. 0 11 12 13 14 l 2 3 4 38. 7 32. 0 30. 7 30. l 29. 7 27.5 27.0 27.4 29.5 29.) 40.2 42. 6 43 .9 40.4 1 2 3 4 10 22. 7 22.2 21.6 21.3 l 2 3 4 10 11 12 l) 14 44.6 47 .) 52 .4 59.4 65 .0 58. 7 54.0 48.) 44.6 42.1 11 12 24 .4 34 .4 29 .2 32 .1 35. 5 37 .0 39.0 40.8 43.4 46.5 40.5 45.3 35.8 38. 7 1 2 3 4 10 51. 5 55. 3 10 l 2 10 11 12 13 14 38. 7 31.8 30 .3 29. 7 29.0 26 .) 27 .3 28.9 31.1 31.l 11 12 51.9 49.5 46.1 42 .6 40.2 38.0 36.2 34.4 32 .3 29. 7 24.4 23.9 23.2 22 .9 l 2 3 4 10 34 .4 24.4 11 12 34 .1 36.3 26.3 29.6 33. 7 36.2 36.6 37.4 38.2 39 .1 RECEIVER LEQ(HI LlO 80 67 .3 70.8 39.9 40.l 10 l 2 10 ROADWAY SEGMENT SOUNO LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROAIMAY SEGMENT 39.3 39.1 38.5 37.5 36. 7 35.6 34.8 32.9 29.8 26.4 10 35.1 32 .6 11 12 13 14 22.0 22.3 22. 7 23.2 30.2 30.3 28.8 27.2 26.0 28.0 RECEIVER LEQIHI LlO 78 70.1 73.6 28.5 29.0 30 .1 36.8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 36.4 33. 7 42 .3 36.0 37.0 38.0 39.7 42.0 41.6 44.1 10 47.8 52.5 54. 7 54.1 l 2 3 4 10 11 12 13 14 23.5 23.8 24.2 24.7 31.5 31.5 30.0 29.2 28.1 30.2 11 12 13 14 48.8 50.4 47. 6 47.7 44.8 43.0 41.7 40.4 38.8 37 .8 30. 7 31.3 32.4 39 .1 1 2 3 4 10 38.9 3S.3 33 .2 35.2 l 2 3 4 11 12 13 14 34 .5 33.9 33. 3 32 .8 38.8 36.3 45.6 39.9 41.1 42.7 45.0 48.7 49.4 54.3 1 2 3 4 10 60.4 61.8 5S. l Sl.1 11 12 13 14 1 2 3 4 10 33 .0 33. 7 )4.1 34. 7 34. 7 32. 5 35. 6 34 .2 39. l 39.0 11 12 13 14 41.1 41. 7 43 .6 42 .1 45. 3 47.5 45.0 45.5 43.4 42 .1 41.1 40.1 38. 7 37 .9 1 2 3 4 45.1 48. 7 52 .o 50.4 39.1 35. 7 33 .6 35.6 1 2 3 4 10 1 2 3 4 34. B 34 .2 33.5 32.9 11 12 13 14 l 2 3 4 10 56.6 57 .8 53. 7 48.3 44 .4 41.5 41. 7 39.2 37 .2 36.1 11 12 13 14 35.0 40.9 32 .6 35.8 33.0 33.7 34.2 34. 8 34. 9 32.8 35.8 34.3 39.0 38. 7 1 2 3 4 10 40.5 40.7 42.2 40.4 11 12 13 14 1 2 3 4 36.2 29.5 28.1 27 .5 27 .1 25.0 25.6 27.0 29.1 28.9 42.8 45.6 47.8 45.2 l 2 3 4 10 22 .3 21.8 21.2 20.8 l 2 3 4 10 11 12 13 14 50.3 54.3 65.1 62. 7 53.5 48.4 47.343.7 41.3 39. 7 11 12 24 .8 34. 9 30.2 33.0 36.2 37. S 39.6 41.8 45.0 49.7 38.4 43.9 35.0 38.0 l 2 3 4 10 57, 9 58.1 10 1 2 10 11 12 13 14 38.3 31.6 30.2 29.6 29.2 26.4 26.6 28.2 30.4 30.4 11 12 53.9 53.8 49.2 44.441.7 39.1 37 .0 34.9 33 .3 30.6 23. 9 23 .3 22.8 22.4 1 2 3 4 10 35.2 24.4 11 12 25.2 34.8 27 .1 31.3 35.0 31.5 38.4 39.5 41.0 42.6 44.2 45.2 10 l 2 10 11 12 43. 7 43.0 41.9 40.3 38.9 37.4 35.9 34.3 31.2 28.3 34.3 25.0 RECE,::VER LEQIH) LlO 79 70.4 73 .9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ROAIWIAY SEGMENT 10 11 12 13 14 22.4 22.7 23.1 23.5 30.6 30 .9 31.3 29.8 28.6 30. 7 31.2 31.8 32.8 39.4 CONTI.STA 4/15/2002 2:42 PM NOTE: STAM2Wl Version 1.20 STAMINA 2, 0/BCR MODIFIED FROM FHWA VERSION 3 I 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 , VEHS AND VEH6 FOR CARS, MT AND HT; ANO 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 BROACMAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA F'ILE HAS BEJ!:N 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 E-1 EMISSION LEVELS: Calveno Levels (trucks>)Omph) OPROGRAM INITIALIZATION PARAMETERS t-lEIGHT .00 1.00 . 00 .00 .00 .000 2.300 8.000 OROADWAY 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 0ROADWAY 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 OROAIMAY 69 l 2 CODE l 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT ADJUSTMENT FOR PASSENGER CARS HEIGHT ADJUSTMENT FOR HEAVY TRUCKS KEIGHT ADJUSTMENT FOR MEDIUM TRUCKS KEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO (CARS) (HT) IMTI IVEH41 CO = S.20 Cl = 38.80 SO = HEIGHT ADJUSTMENT FOR TYPES VEHICLES {VEHS.) MT--CALVENO co = 35.30 Cl s 25.60 so c HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CAL VENO CO = S0.40 Cl • 19.20 so = College Boulevard nb (s-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 ------------COORDINATES------------- X y z GRADE 6243206. 7 2002908. 5 170.0 l 6243168. 3 2002983.2 176.0 l 6243133. 3 2003060 .1 182.0 l 6243102-3 2003145.4 188.0 l 6243072. 9 2003238.8 194.0 l 6242965. 4 2003596. 6 220.0 l 6242882. 9 2003870. l 240. 0 l 6242842 .3 2004006. 6 250.0 1 6242813. 3 2004094 .4 256.0 l 6242788. 3 2004157. 9 260.0 l 6242746.4 2004250.1 266.0 l 6242697. 3 2004338. 8 272 .o l 6242641 .l 2004425. 4 278 .0 l 6242567. 9 2004525.4 284.0 1 6242321.1 2004861. 6 304.0 1 College Boulevard nb contd. (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT 0. 30 .0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 ------------COORDINATES------------- X y z GRADE 6242321, l 2004861, 6 304 .0 l 6242172. 9 2005062. 9 316.0 l 6242116.1 2005139. 7 322.0 l 6241879.2 2005461. 6 350.0 l 6241842-3 2005514. 7 354.0 l 6241806. 7 2005572. 6 358.0 l 6241772.6 2005639 .4 362.0 l 6241739. 8 2005719. 7 366.0 l 6241709. 8 2005821. 0 370.0 l 6241696-l 2005887 .2 372.0 l 6241684. 5 2005970 .1 374.0 l 6241682. 3 2006070. 4 375 .4 l 6241691. l 2006188.5 376.0 l 6241710. 4 2006288. 5 378.0 0 6241740.4 2006386. 0 377 .0 0 College Boulevard nb ( n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 ------------COORDINATES------------- X y z GRADE 6241740. 4 2006386. 0 377. 0 0 6241152.5 2006411. 0 316.0 0 6241783. 9 2006487. 6 374 .0 0 .oo . 00 .00 CONT3.STA 4/15/2002 3 4 5 6 7 8 9 10 11 12 13 14 OROADWAY 14 15 16 17 18 OROADWAY l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 OROADKAY 15 16 17 18 4 (1) OROADWAY 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OROADWAY 18 19 20 21 22 23 24 25 26 27 28 6241817. 6 2006S49. 6 372.0 0 6241887. 3 2006652. 5 370. 0 0 6241954..9 2006738. l 368.0 0 6242021.3 2006821.2 366.0 0 6242089. 7 2006907. 6 364.0 0 6242157 .2 2006992 .4 362.0 0 6242216. 9 2007067. 6 360.0 0 6242274. 8 2007140.4 358.0 0 6242366. 2 2007259. 6 356.0 0 6242410 .8 2007327. S 354 .o 0 6242439.8 2007376.4 352 .o 0 6242486. 3 2007465 .0 348. 5 0 College Boulevard nb contd. (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 1192. 50.0 VEH5 44. 50. 0 VEH6 16. 50.0 ------------COORDINATES------------- X y z GRADE 6242486. 3 2007465. 0 348. 5 0 6242526.2 2007556. 9 345 .0 0 6242560.6 2007651. 0 341. 5 0 6242593. 7 2007746.4 338.0 0 6242626. 6 2007841. 3 334. 5 0 College Boulevard sb (n-of-cvdl 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 - - - ----- ----COORDINATES------~ ------ X y z GRAD£ 6242!>87. 6 2007857. l 334. 5 l 6242555. 0 2007763. 7 338 .0 l 6242521.2 2007666. 3 341.5 l 6242487. 8 2007$74. 3 345.0 l 6242449. 3 2007486 .1 348.5 l 6242411. 8 2007413. l 352. 0 l 6242389. 6 2007374. 3 354.0 l 62423'2.0 2007299 .1 356.0 l 6242311. 5 2007255. 8 358.0 l 6242221.4 2007140.5 360. 0 l 6242152 .1 2007053. 8 362 .o l 6242067. 3 2006946. 5 364.0 l 6241996. 4 2006857. 7 366.0 l 6241918.6 2006760. 0 368.0 l 6241881. 3 2006712 .9 3"10.0 l Colleg-e Boulevard sb contd. Cn-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30 .o HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 --------- - --COORDINATES------- - ----- X y z GRADE 6241881. 3 2006712. 9 370.0 l 6241826. 9 2006641. 0 372.0 l 6241763 .1 2006538. 4 374.0 l 6241714. 9 2006437 .1 376.0 l 6241701. 7 2006402. 9 377 .0 l College Boulevard sb (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. so.a VEHS 27. so.o VEH6 10. 50.0 ------------COORDINATES---------- - - - X y z GRADE 6241701. 7 2006402 :9 377 .0 l 6241669. 8 2006299 .1 378 .0 0 6241649. 8 2006196.0 376.0 0 6241639. 8 2006071. 6 375.4 0 6241643 .6 2005967 .2 374 .o 0 6241653 .6 2005881. 0 372 .o 0 6241668. 6 2005811. 0 370. 0 0 6241700.4 2005705.4 366. 0 0 6241734.8 2005621. 6 362.0 0 6241770.4 2005552 .2 35B.O 0 6241807. 3 2005491. 3 354.0 0 6241845. 4 2005437 .2 350.0 0 6242083. l 2005114. l 322 .o 0 6242138. 9 2005038. 2 316.0 0 6242286. 7 2004836. 6 304. 0 0 College Boulevard sb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 - -----------COORDINATES--------- - ---X y z GRADE 6242286. 7 20048)6. 6 304 .o 0 6242534 .2 2004501. 0 284 .0 0 6242606. 7 2004401.6 278 .0 0 6242661.1 2004317.2 272 .0 0 6242708. 6 20042.31. 0 266.0 0 6242749. 8 2004141. 3 260. 0 0 6242773, 9 2004080.1 256.0 0 6242801. 7 2003994. 7 250. 0 0 6242842. 9 2003857. 9 240.0 0 6242925. 4 2003584. 7 220. 0 0 6243032. 9 2003227. 2 194.0 0 2:42PM 29 6243062. 0 2003131.9 188.0 42 6241612 .2 2006224. 7 376,4 376.4 30 6243094. 8 2003044. 7 182.0 43 6241604. 7 2006225. 3 376.4 376.4 31 6243130.4 2002964. 7 176.0 44 6241597. 0 2006225. S 376.4 376.4 32 6243170.4 2002887. 9 170.0 1 BARRIER TYPE IA) Pad Edges contd.6(gate) OROADWAY Carlsbad Village Drive el) - --------COORDINATES---------- X y z zo DELZ p VEHICLE TYPE VEHICLES/HOUR SPEED 41 6241621.2 2006224.6 376.4 376.4 .o 0 CARS 0. 30.0 49 6241614.9 2006202.2 377 .6 377 .6 HT 0. 30.0 1 MT 0. 30.0 VEK4 534. 45.0 BARRIER TYPE{A} Pad Ed9es cont.d.1 VEH5 10. 45.0 VEH6 2. 45.0 - --------COORDINATES---------- -- - --- ------COORDINATES-- - ------ - ---X y z zo DELZ p X y z GRADE 45 6241586.5 2006204.6 376.2 376.2 . 0 0 eb 6239065. 5 2005793 .1 266.0 1 46 6241595. 6 2006203. 8 376.5 376.5 eb2 6239434. 0 2005883 .6 270.0 1 47 6241602. S 2006203. 5 376. 7 376. 7 1 6240728. 0 2006265.6 347 .) 1 48 6241608. 3 2006202. 9 376. 9 376.9 2 6240822 .o 2006297 .8 354.3 1 49 6241614.9 2006202.2 377 .6 377 .6 3 6240917.4 2006329.6 361.3 1 50 6241611.0 2006172.2 377 .0 377 .0 4 6241012.5 2006359. 8 368.0 1 51 6241607. 3 2006128. 6 376.8 376.8 5 6241107 .5 2006381. 3 373.4 1 52 6241606.9 2006126. 7 376. 7 376. 7 6 6241204. 3 2006392. 9 377 .4 1 53 6241605. 0 2006083. 0 376.3 376.3 7 6241301.6 2006394. 9 380.0 1 54 6241604. 2 2006056. 0 375.2 375.2 8 6241400 .o 2006387 .2 381.2 0 1 9 6241495.5 2006370. 0 381.0 0 10 6241591. 0 2006343. 6 379.5 0 BARRIER TYPE(A) Pad Edges contd. 8 11 6241686. 6 2006315. 7 378.0 0 ---------COORDINATES---------- X y z zo OELZ p OROADWAY 10 Carlsbad Village Drive wb 54 6241604. 2 2006056. 0 375.2 375.2 .o 0 55 6241604. 7 2006027. 3 375.1 375.1 56 6241606. 7 2005983. 9 374.5 374.5 VEHICLE TYPE VEHICLES/HOUR SPEED 57 6241606. 7 2005981. 0 374.2 374.2 CARS 0. 30.0 58 6241610. 3 2005937, 7 373 .1 37:3.l HT 0. 30.0 59 6241613. 3 2005915. 6 373 .2 373 .2 HT 0. 30 .o 60 6241581. 0 2005903. 4 372.0 372 .0 VEK4 534. 45.0 61 6241563. 5 2005898. 5 372.0 372 .o VEH5 10. 45. 0 62 6241538. 8 2005891. 6 370.4 370 .4 VEH6 2. 45.0 63 6241502. 9 2005878. 4 368.0 368 .0 - - ----- - - - --COORDINATES-- --- - - - - - - - -1 X y z GRADE 1 6241699. 0 2006356. 0 378 .0 1 BARRIER TYPE{A) Pad Ed9es contd. 9 2 6241601. 7 2006364. 3 379.5 1 3 6241504. 5 2006411. 0 381. 0 1 ---------COORDINATES----------4 6241403. 5 2006429 .1 381.2 0 X y z zo DELZ p 5 6241303.8 2006436. 9 380.0 0 63 6241502. 9 2005878 .4 368.0 368 .0 .o 0 6 6241201. 4 2006434. 8 377 .4 0 64 6241442. 3 2005856 .3 366.0 366.0 7 6241099. 6 2006422. 6 373.4 0 65 6241381. 7 2005837 .2 364 .o 364.0 8 6240999. 3 2006399. 7 368.0 0 66 6241278. 6 2005800. 0 362 .o 362.0 9 6240903. 5 2006369 .2 361.3 0 67 6241154. 7 2005755. 8 358.0 358.0 lO 6240809 .5 2006337. 9 354..3 0 68 6241136.6 2005749.2 358.0 358,0 11 6240714. 9 2006305.6 347 .3 0 69 6241085. 9 2005731.1 358.0 358,0 wb 6239425. 7 2005913. 9 270.0 0 70 6241075.0 2005729.2 358.0 358. 0 wb2 6239059. 8 200S825. 2 266.0 0 7l 6241055. 6 2005725. 5 357 .6 357 .6 1 72 6241015. 7 2005711. 7 363 .3 363.3 1 BARRIER TYPE(A) Pad Edges BARRIER 10 TYPE(Al Pad Edges contd.10 ---------COORDINATES---------- X y z zo DELZ p ---------COORDINATES---------- 1 6240931. 4 2005942. 0 365.8 365.8 .o 0 X y z zo DELZ p 2 6240910. 9 2005952. 8 365.8 365.8 72 6241015. 7 2005711. 7 363.3 363 .3 . 0 0 3 6240892. 5 2006012. 5 365. 8 365.8 73 6240993. 9 2005704. 8 363.3 363 .3 • 6240893. 5 2006014. 4 366. 8 366.8 74 6240967. 7 2005775 .2 363.3 363.3 5 6240876. 0 2006084. 5 366.8 366.8 75 6240969.3 2005776.2 364.3 364.3 6 6240875. 1 2006086. 4 367 .s 367. 5 76 6240948. 8 2005833. 3 364.3 364.3 7 6240858. 5 2006158. 3 367 .5 367 .5 77 6240960. 7 2005855.0 364 .3 364.3 8 6240858. 0 2006160. 7 368.5 368.5 1 9 6240844.1 2006219.8 368.5 368.5 10 6240859. 2 2006246. O 368.5 368.5 BARRIER 11 TYPE(A) Road Edges 1 ---- - - - --COORDINATES----- - - - - - BARRIER TYPE(A) Pad Edges contd. 2 X y z zo DELZ p 0 6239439.0 2005867.6 270.0 270.0 .0 0 - --------COORDINATES----- - ----1 6240733. 2 2006243. 2 347 .3 347 .3 X y z zo DELZ p 2 6240827. 8 2006271. 9 354.3 354.3 10 6240859. 2 2006246. 0 368. 5 368.5 .0 0 3 6240923 .2 2006310. 5 361.3 361.3 11 6240871. 1 2006253. 9 368. 5 368,5 4 6241018 .1 2006339. 6 368.0 368,0 12 6240915. 5 2006274. 7 369.0 369.0 5 6241111.1 2006361. 8 373.4 373.4 13 6240928. 7 2006281. 9 369.0 369.0 6 6241205. 0 2006372. 3 377 .4 377 .4 14 6240956. 7 2006297 .1 369 .o 369.0 7 6241301. 7 2006374. 9 380.0 380.0 15 6240983. 7 2006312. l 369 .o 369.0 8 6241398. 3 2006366. 3 381.2 381.2 16 6240986. 7 2006309. 6 370.8 370.8 9 6241490. 8 2006349. 7 381.0 381. 0 11 6241031. 3 2006328 .6 370.8 310.8 1 18 6241059. 6 2006335. 6 370.8 370.8 19 6241062. 2 2006336. 2 371.8 371. 8 BARRIER 12 TYPE(A) Road Edges contd. 2 1 ---- -----COORDINATES--------- - BARRIER TYPE{Al Pad Edges contd. 3 X y z zo OELZ p 9 6241490. 8 2006349. 7 381.0 381.0 .0 0 ------- --COORDINATES-------- - -10 6241585. 4 2006323, 9 379.5 379.5 X y z zo DELZ p 11 6241629.5 2006310.0 378.6 378.6 19 6241062. 2 2006336. 2 371.8 371.8 .o 0 12 6241640. 8 2006298 .1 378.2 378.2 20 6241088. 5 2006340. 2 371. 8 371.8 13 6241647. 0 2006282. 7 378. 3 378.3 21 6241127. 7 2006345. B 373. S 3'73.5 14 6241631. 6 2006194. 7 376. 0 376.0 22 6241141. 9 2006348 .1 374. S 374 .5 15 6241624. l 2006122. 4 376.0 376.0 23 6241144.2 2006348.1 374. 5 374 .5 16 6241624. 6 2005984. 9 374.0 374.0 24 6241175. 8 20063S2. 8 376.0 376. 0 17 6241634. 5 2005891. 3 372 .0 372.0 25 6241200. 5 2006355. 7 377. l 371.1 18 6241648. 9 2005819 .1 370.0 370.0 26 6241222. 6 20063S9. O 378.2 378.2 1 27 6241266 .1 2006351. 7 )?ELS 318. 5 28 6241299. 3 2006356. 7 )77 .4 377 .4 BARRIER 13 TYPE{Al Road Edges contd. 3 1 ------ - --COORDINATES---------- BARRIER TYPE(A) Pad Edges contd. 4 X y z zo OELZ p 18 6241648. 9 2005819 .1 370.0 370. 0 .o 0 ------- --COORDINATES-------- --19 6241663. 3 2005759. 6 368 .o 368 .0 X y z zo DELZ p 20 6241679. 5 2005709. 3 366.0 366. 0 28 6241299. 3 2006356. 7 377 .4 377 .4. .o 0 21 6241696. 9 2005663. 1 364.0 364.0 29 6241332. 3 2006355. 4 379.0 379.0 22 6241714. 2 2005620. 9 362 .0 362 .0 30 6241378.4 2006353.7 380.6 380. 6 23 6241732. 7 2005584. 0 360. 0 360.0 31 6241382.0 2006353.4 380.8 380.8 24 6241769. 7 2005516. 9 356.0 356.0 32 6241425. S 2006345. 8 379.8 379.8 25 6241807 .2 2005458. 0 352 .o 352.0 33 6241457. 7 2006338. 7 379. 5 379.5 26 6241843. 6 2005406. 6 348 .o 348.0 34 6241491. 7 2006332. 0 379.6 379.6 27 6241877. l 2005360. 4 344 .0 344.0 35 6241534. 9 2006322. 9 380.5 380.5 1 36 6241537. 4 2006322. 7 380.4 380,4 37 6241579. 2 2006310. 4 379.1 379.1 BARRIER 14 TYPE(A) Road Edges contd. 4 1 ---------COORDINATES---------- BARRIER TYPE(Al Pad Edges contd. 5 X y z zo DELZ p 27 6241877 .1 2005360. 4 344.0 344.0 .0 0 ---------COORDINATES----------28 6241912.9 2005312.4 340.0 340.0 X y z zo DELZ p 29 6241945. 9 2005267. 3 336. 0 336.0 37 6241579.2 2006310.4 379.1 379.1 .0 0 30 6241980. 0 2005221. 7 332 .0 332.0 38 6241605. 6 2006302. 3 378.3 378.3 31 6242013. 5 20051 76. 6 328 .0 328.0 39 6241616. 7 2006284. 9 377 .4 377 .4 32 6242048 .1 2005129. 8 324 .0 324 .0 40 6241628. 7 2006264. 7 377 .0 377 .0 33 6242082. 2 2005084. 2 320.0 320.0 41 6241621.2 2006224.6 376.4 376.4 34 6242119.8 2005032.2 316.0 316.0 CONT3.STA 4/15/2002 2:42PM 35 6242169. 5 200'966. 3 312.0 312.0 36 6242218.0 2004898.1 308.0 308.0 RECEIVER LEQCH) LlO 1 81 64.4 67 .9 BARRIER 15 TYPE CAI Road Edges contd. 5 ROADWAY SEGMENT SOUND LEVEL, CONTRIBUTIONS EXCEEDING 1.0 OBA ---------COORDINATES----------ROADWAY SEGMENT X y z zo DELZ p 36 6242218. 0 2004898. 1 308.0 308.0 .0 0 10 37 6242267 .1 2004831. 1 304. 0 304.0 38 6242316.2 2004764. 7 300.0 300.0 11 12 13 14 39 6242366. 5 2004697. 1 296.0 296.0 18.0 18.3 18.8 19.3 26.4 26.6 24 .5 23 .2 22.0 24.3 40 6242415. 0 2004630 .1 292 .0 292 .o 41 6242465. 3 2004563. 0 288. 0 288.0 24. 7 25.3 26. 3 32.9 42 6242514. 4 2004496. 0 284.0 284 .0 1 2 3 4 10 43 6242564 .1 2004429. 0 280.0 280.0 44 6242607. 4 2004367. 8 276 .0 276.0 11 12 13 14 45 6242642.1 2004312.9 272.0 272. 0 32.4 29.8 39. 7 33. 9 34 .8 36.1 37.6 39. 7 38.9 41.4 1 43 .4 45.1 45.3 43 .9 BARRIER 16 TYPE(A) Road Edges contd. 6 1 2 3 4 10 - --------COORDINATES----- - ----11 12 13 14 X y z zo OELZ p 40.6 43.7 42.3 43 .6 41. S 40.2 39.2 38.1 36. 7 35.8 45 6242642.1 2004312.9 272 .o 272. 0 .o 0 46 6242673. 9 2004256. 2 268.0 268.0 37,0 33.5 3'1.5 33. 5 47 6242703. 3 2004197. 9 264. 0 264.0 1 2 ·3 4 48 6242729. 3 2004140 .1 260.0 260.0 33.0 32.5 32.0 31.5 49 6242753. 6 2004080. 0 256.0 256. 0 1 2 3 4 10 so 6242773. 2 2004021.1 252. 0 252 .o 51 6242789.4 2003966.8 248.0 248.0 11 12 13 14 52 6242807. 3 2003912. 5 244.0 244.0 31.8 32 .4 32. 7 33 .2 33.l 30.9 33. 9 32. 3 37 .2 37. 0 53 6242831. 0 2003830. 4 238.0 238.0 S4 6242855.3 2003148.4 232. 0 232 .0 38.9 39.3 41. 0 39 .1 1 1 2 3 4 41.7 44.4 45. 7 41.8 BARRIER 17 TYPE(A) Road Edges contd. 7 1 2 3 4 10 ---------COORDINATES----------11 12 13 14 X y z zo DELZ p 45.2 46.4 46.2 44 .2 41.9 39.9 40.0 37.3 35. 7 34.2 54 6242855.3 2003748.4 232 .0 232 .o .0 0 55 6242880. 7 2003665. 8 226.0 226.0 32. 7 38.1 28.6 31.7 56 6242905. 5 2003583. 2 220.0 220.0 1 2 3 4 10 57 6242929 .8 2003501. 7 214.0 214. 0 58 6242954. 7 2003420 .2 208.0 208.0 11 12 13 14 59 6242980 .1 2003338. 2 202.0 202.0 32.2 25.6 24.2 23. 6 23. 1 20. 7 21. 1 23 .2 25.2 24.9 60 6243004. 3 2003255. 0 196.0 196.0 61 6243030. 9 2003164. 8 190.0 190.0 18.2 17. 7 17 .1 16.9 62 6243063. 9 2003069. 5 184.0 184.0 1 2 3 4 10 63 6243098. 5 2002988 .1 118 .o 178.0 1 11 12 27 .4 39.6 35.9 38.7 41.4 44.0 48.3 54.5 58. 8 S2. 0 BARRIER 18 TYPP:(A) Road Edges contd. 8 46.4 43.0 -- - - -----COORDINATES-- ---- - ---10 1 2 10 X y z zo DELZ p 63 6243098. 5 2002988 .1 178.0 178.0 .0 0 11 12 64 6243123 .4 2002936 .1 174 .o 174.0 42.6 45.6 50.4 S3.9 Sl.8 41.l 43.4 40.6 38.3 36.3 65 6243152. 3 2002882. 3 170 .o 170.0 1 40.l 27.5 Contour Receivers (a.t S feet) RECEIVER LEQ(H) LlO 82 67. 9 71.4 ------------COORDINATES------------- X y z ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXC'EEDING 1.0 DBA 81 6241333. 2 2006345. 6 381.4 82 6241066. 8 2006329. 8 376.8 ROADWAY SEGMENT 83 6240920. 8 2006275. 0 374.0 84 6240938. 7 2005893 .2 365.6 10 85 6241089. 7 2006144 .8 375.3 86 6241111. 0 2006109. 7 377 .0 11 12 13 14 87 6241097. 2 2005971.5 370. 7 19.1 19.4 19.9 20.2 27 .2 27 .2 24.9 23.2 21.9 23.9 88 6241145. 0 2005985. 3 376.0 89 6241150. 3 2005853. 4 370.2 24.5 25.1 26.1 32.0 90 6241297. 0 2005902. 5 373.2 1 2 3 4 10 91 6241588. 7 2005973. 6 377. 0 92 6241586. 5 2006047. 7 378.0 11 12 13 14 93 6241591.4 2006143. 5 381.2 30.6 28.l 37 ,9 32.3 33.2 34. 5 35.8 37 .6 37 .o 38. 7 94 6241601. 2 2006235. 0 381.4 95 6241571. 8 2006307. 0 383.2 40.0 41.1 40. 7 38.9 96 6241513. 8 2006321. 7 383. 7 1 2 3 4 10 97 6241409. 4 2006342 .8 383. 7 98 6241228 .1 2006351. 8 381.5 11 12 13 14 1 35.3 38.8 38.2 40,2 38.8 37 .9 37 .4 36. 7 35. 7 35.0 ALPKA FACTORS -RECEIVER ACROSS, ROADWAY DOWN 36.5 33.3 31.6 33 ,8 1 2 3 4 1 .0 .0 .o .o .o .o .o .o .o .o 33.5 33.4 33.3 33 .2 .0 .0 .0 .0 .0 .0 .0 . 0 1 2 3 4 10 2 .o .0 .0 . 0 .0 .0 .o .0 .o .0 . 0 .0 .o .o .o .o .o .o 11 12 13 14 .0 .o .0 .o .0 .0 .o .o .o .o 33 .8 34.0 33.9 34.1 33. 7 31.4 34 .1 32 .4 36. 9 36.4 .o .0 .0 .o .0 .o .o . 0 4 • .o .0 .0 .o .o .o .o .o .0 .o 31.9 31.8 38.9 36 .6 .o .0 .0 .o .0 .o .0 .0 1 2 3 4 5 • .o .o .o .o .o .0 .o .0 .o .o 38.8 40.8 40.9 36. 5 .o .o .o .o .0 .o .o .o 1 2 3 4 10 6 • .0 .o .0 .0 .o .0 .o .0 .o .0 . 0 .0 .o .o .o .o .o .o 11 12 13 14 7 . . 0 .0 .o .o .o . 0 .o .0 .o .0 39.6 41.5 41.8 40.7 39.2 37 .6 37 .8 35.8 34. 3 33.0 .0 .o .o .o .o .o .0 .o 8 • .0 .o .o .0 .0 .o .0 .0 .o .0 32.031.2 28.4 31..8 .0 .o .o .o .o .o .o .0 1 2 3 4 10 9 • .0 .o .0 .0 .0 .0 .o .0 .o .0 .0 .o .0 .o .0 .0 .o .0 11 12 13 14 10 .0 .o .o .o .o .0 .o .0 .0 .o 32.3 25.6 24.1 23.5 23.2 21.1 22.2 23.1 26.0 26.0 .o .0 .0 .0 .0 .o .0 .0 19.4 18.9 18.4 18.0 1 2 3 4 10 SHIELDING FACTORS -RECEIVER ACROSS, ROADWI\Y DOWN 11 12 1 . .0 .o .0 .0 .0 .o .0 .0 .o .o 32.2 46.5 44.5 49.8 58.0 64.0 57.0 48.6 43.S 40.8 .0 .o .o .o .o .o .o .o 2 • .0 .o .o .o .o .0 .o .0 .0 .o 38.1 37 .o .0 .0 .o .0 .0 .o .0 .o 10 1 2 10 3 . .o .o .0 .0 .0 .o .o .0 .o . 0 .0 .o .0 .o .0 .o .0 .o 11 12 4 • .0 .o .0 .o .0 .0 .0 .o .o .o 36 .5 38.4 40.5 44.6 50.1 55.? 58.8 55.6 51.l 46.2 .0 .o .o .o .o .0 .o .0 5 • .o .0 .0 .o .o .0 .0 . 0 .o .0 47 .1 32 .2 . 0 .o .o . 0 .o .0 .o .0 6 . .0 .0 .0 .o .o .0 .o .0 .o .0 .0 .0 .0 .o . 0 .0 .0 .0 RECEIVER LEQ(H) LlO 7 .o .0 . 0 . 0 .o .0 .o . 0 . 0 .0 83 67 .3 70.9 . 0 .0 . 0 .0 .0 .0 .0 .0 8 .o .o .o .0 .o .o . 0 .o . 0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA .0 .o .o .0 .o .o . 0 .o 9 . . 0 .0 .o .o .o .0 .0 .0 . 0 .o ROADWAY SEGMENT .o .0 . 0 .0 .o .0 .o .0 10 .o .0 . 0 .o . 0 . 0 .o .o . 0 .0 10 .0 .0 .o .o . 0 .0 .o .0 11 12 13 14 CONT3.STA 4/15/2002 2:42PM 19.2 19.5 19.9 20.3 27 .2 27 .3 25.1 23.5 22.2 24.3 11 12 13 14 35.3 38.4 36. 7 38.1 36.4 35.1 34.5 33.6 32.4 31.6 24. 7 25.3 26.3 32 .9 1 2 3 4 10 32.9 29.6 27.7 29.7 1 2 3 4 11 12 13 14 29.1 28.5 28.1 27.6 32.1 28.9 37. 8 32.0 32.7 34 .0 35.3 36.8 35.9 37.5 1 2 3 4 10 38.6 39. 5 38. 9 37 .3 11 12 13 14 1 2 3 4 10 28.0 28.5 28.9 29.3 29.4 27 .2 30.1 28.6 33 .2 32.8 11 12 13 14 34.6 34. 7 36.0 33. 9 33.5 36.5 35.8 38.0 37 .1 36.3 36.0 35.5 34. 7 34.4 1 2 3 4 36.4 38.9 39.9 36.4 36.3 33 .6 32 .4 34 .9 1 2 3 4 10 1 2 3 4 35. 5 35. 7 JS. 3 34 .9 11 12 13 14 1 2 3 4 10 40.S 41.4 42.8 42.0 40.8 39.2 40.2 37 .8 35. 9 34. 7 11 12 13 14 33. 5 39. 0 30 .8 34 .2 35.2 35. 7 35.9 36 .3 36. l 33. 3 35. 2 33.3 36. 8 35. 9 1 2 3 4 10 37 .1 36. 5 37 .4 34.8 11 12 13 14 1 2 3 4 34. 7 28.0 26.6 26.0 25.6 23.6 24.6 26.l 28.4 28 .4 37 .o 38. 7 38.6 34 .1 1 2 3 4 10 21.9 21.3 20. 7 20 .5 1 2 ,3 4 10 11 12 13 14 37 .9 39.5 40.2 39.3 38.0 36.5 37 .4 JS. 3 33.8 32.6 11 12 30. 7 42.6 36.5 40.5 45.l 46.4 45.4 43. 5 41.9 40.1 31.5 37 .2 28.8 31.9 1 2 3 4 10 38. 7 37 .4 10 1 2 10 11 12 13 14 32.4 25. 7 24.3 23.8 23.3 21.3 22.3 23.8 26.0 26.0 11 12 36.5 38.0 39.6 41.0 42.5 43.9 44.4 43.8 40.4 36 .8 19.5 18.9 18.4 18. l 1 2 3 4 10 41.9 30.7 11 12 37. 9 54.4 55.1 61.7 60.2 53.2 46. 7 42.4 39.8 37 .9 RECEIVER LEQ(H) Ll0 86 58.3 61.S 36. 5 34.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 34.4 35.8 37.6 39.9 44.2 48. 8 52.4 56.4 57. l 53.3 10 53. 7 37 .4 11 12 13 14 22.5 22.8 23.2 23.6 30.5 30.4 28.l 26.5 25.2 27 .2 RECEIVER LEQ{H) Ll0 84 56.6 59. 5 27. 7 28.2 29.3 35.8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34 .4 31.1 40.2 34.6 35. 7 37 .o 38. 7 40.2 39.0 40.6 10 41. 7 42.3 41.1 40.1 1 2 3 4 10 11 12 13 14 22. 9 23 .1 23. 5 24 .0 30 .8 30. 7 28 .4 26. 7 25.5 27.5 11 12 13 14 35.8 38. 5 37 .2 38.4 36. 7 35.6 34.8 33.9 32.6 31.8 27 .9 28.5 29. 5 36.1 1 2 3 4 10 33.0 29.9 27.9 29.9 1 2 3 4 11 12 13 14 29.4 28.8 28.4 27 .8 35.3 32 .1 40.4 34 .4 35 .2 36 .2 37 .3 39.1 37 .6 38 .4 1 2 3 4 10 39.1 39.1 37. 6 37 .o 11 12 13 14 1 2 3 4 10 2B.2 2B.8 29.1 29.6 29.6 27 .4 30.3 28.8 33. 5 33 .0 11 12 13 14 34. 7 34. 9 36.4 34.4 32.9 35.3 33 .4 34. 8 32.9 31.8 30 .9 30. 0 28.8 27 .9 1 2 3 4 36. 7 39.2 40.2 36.3 29.3 26.0 24.0 25.9 1 2 3 4 10 1 2 3 4 25.1 24. 7 24.2 23.7 11 12 13 14 1 2 3 4 10 40.8 41.7 43.2 42.5 41.3 39. 7 40. 9 38. 7 36. 7 35.3 11 12 13 14 34.0 39. 5 31.3 34 .8 23.9 24.7 25.0 25.5 25.4 23 .3 26.3 24 .9 29.5 29.2 1 2 3 4 10 30.9 31.0 32.4 30.5 11 12 13 14 1 2 3 4 35.428.7 27 .3 26. 7 26.4 24 .3 25.4 26.9 29.2 29.3 32.8 35.3 36.6 33.3 1 2 3 4 10 22.8 22.2 21.7 21.4 1 2 3 4 10 11 12 13 14 37 .5 38.4 40.l 39.9 39.1 38.3 39.6 37 .4 36.0 35.0 11 12 31.2 42. 7 35. 5 39.2 43.7 45.2 44.5 42.9 41.6 40.0 34.0 39.8 31. 7 35.1 1 2 3 ' 10 38. 7 37.5 10 1 2 10 11 12 13 14 35 .6 29.0 27.6 27.1 26.7 24.6 25.7 27.2 29.5 29.6 11 12 36. 7 38.2 39.6 40. 7 42.0 43.0 43.4 42.6 39 .3 35. B 23.2 22.6 22.1 21.8 1 2 3 ' 10 42.0 31.2 11 12 37.4 48.4 40.0 34.6 37 .5 39 .2 38.5 37 .3 36.5 35. 5 RECEIVER LEQ(H) Ll0 87 57 .o 60.0 34 .8 34.1 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33.l 34. 2 35.1 35.9 36.8 37 .6 37. 7 36.6 34. 0 38 .1 10 47 .1 36.4 11 12 13 14 23 .1 23.4 23.8 24.2 31.0 30.9 28.6 27.0 25.6 27. 7 RECEIVER LEQ(H) Ll0 85 58.4 61.8 28.2 28. 7 29. 8 36.4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 OBA 11 12 13 14 ROADWAY SEGMENT 35.5 32.4 41.0 35. 5 36.4 37 .8 39 .2 41.2 39.2 40.8 10 41.4 41.6 40.0 39.2 1 2 3 4 10 11 12 13 14 21.5 21.8 22 .2 22. 7 29 .6 29 .6 27. 3 25. 7 24.4 26.5 11 12 13 14 34 .8 37 .3 35.8 36.8 35 .0 33. 7 32. 9 31.8 30.629.7 27 .o 27.6 28.6 35.1 1 2 3 4 10 31.027.625.7 27. 7 1 2 3 4 11 12 13 14 27.0 26.3 25.9 25.3 33.8 30. 5 39. 7 33.9 34.9 36 .3 37 .9 39.4 38.5 40.0 1 2 3 4 10 41.3 41.9 40.8 39. 9 11 12 13 14 1 2 3 4 10 25.6 26 .3 26 .6 27 .1 27 .3 25.1 28.1 26.6 31.3 31.0 CONT3.STA 4/15/2002 2:42PM 32 .1 32.9 34.3 32 .5 11 12 l) 14 l 2 3 4 37 .4 30.6 29.2 28.6 28.3 26.2 27.3 28.8 31.1 31.2 35.0 37.6 38.7 35.3 l 2 3 4 10 24. 7 24 .2 23. 5 23. 2 l 2 3 • 10 11 12 13 14 39.8 40.7 42.5 42.3 41.4 40.3 41.6 39 ,3 37 .4 36 .2 11 12 31.3 43.5 30.9 32.8 37 .0 38.8 38.5 38.0 37.6 37 .o 35.0 40.4 32 .2 35.5 l 2 3 4 10 36.5 35.8 10 l 2 10 11 12 13 14 35.9 29.3 27.8 21.3 26.9 24.9 25.9 27.5 29.8 29.9 11 12 35.3 3S.9 36.4 36.937,3 37.6 31.6 35.8 32.7 30.1 23.5 22.9 22.3 22.1 l 2 3 4 10 42.3 32.4 11 12 30.4 42.0 32.9 35.4 39.4 41.l 40. 7 39.8 39.0 37.9 RECEIVER LEQ(Hl LlO 90 59.0 62.0 37 .2 36.3 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 35.4 36.6 37. 5 38.2 39.1 39.6 39. 7 38.2 35.2 32.3 10 41.3 30.4 11 12 13 14 24.1 24.6 25,2 25.4 32 .3 32 .3 30.l 28, 3 26.8 28.8 RECEIVER LEQ(H) LlO 88 57 .8 60.8 29.3 29.9 31.0 37. 7 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 36.8 33.9 43.1 37 .8 39.2 41.3 43.3 44.9 43.S 44. 3 10 44.9 44.4 41.9 40.2 1 2 3 4 10 11 12 13 14 23 .3 23.6 24.0 24.4 31.2 31.1 28.9 27.2 2S.9 28.0 11 12 13 14 36 ,4 39.0 37 .4 38.636.7 35.5 34.6 33 .6 32.3 31.S 28.5 29.1 30 .1 36. 7 1 2 3 4 10 32 .8 29.4 27 .4 29.2 1 2 3 • 11 12 13 14 28 .6 28,027.4 26. 7 35. 7 32 .6 41.4 35. 9 37 .0 39.1 40.7 42.0 40.3 41.6 l 2 3 4 10 42.2 42.6 4.1.0 40.1 11 12 13 14 1 2 3 4 10 26.9 21.5 28.l 28. 7 28.9 26. 7 29. 7 28 .3 32. 9 32.6 11 12 13 14 34.4 34.5 36.0 34.l JS .1 38. 3 36.9 31.9 36. 3 JS .1 34 .3 33 .4 32.0 31.3 l 2 ) • 36. 5 39. l 40.4 37.3 32. 6 29.1 27 .2 29 .2 l 2 3 4 10 l 2 3 4 28.S 26.0 21.S 26.9 11 12 13 14 1 2 3 4 10 41.5 42.8 45.4 46.1 45.4 44.7 45.5 43,l 41.1 39.6 11 12 13 14 38.3 42.8 33. 9 37 .4 21.1 21.9 28.2 28.8 28.7 26. 1 29.6 28.1 32.8 32.4 l 2 3 4 10 34.1 34.3 35.7 33.7 11 12 13 14 l 2 ) 4 37. 7 30.8 29.3 28. 7 28.4 26.4 27 .4 28.9 31.2 31.2 36.2 38.7 39.8 36.2 1 2 3 4 10 24.7 24.1 23 .6 23 .1 l 2 3 4 10 11 12 13 14 40.7 u.s 43.4 43.2 42 .3 41.0 42 .4 40.3 38.S 37.S 11 12 35.5 40.2 29.2 32.4 36.5 39.0 38.9 39,0 39.0 38.8 35.9 41.0 32.5 35.8 1 2 3 4 10 38.4 31 .8 10 1 2 10 11 12 13 14 36.2 29.5 28.l 27.5 27.2 25.l 26.2 27. 7 30.0 30.l 11 12 37 .2 37. 7 38.1 38.1 38.2 38.037.7 35.6 32 .J 29.0 23.7 23.1 22.6 22.3 l 2 3 4 10 39.1 34.2 11 12 31.l 42.3 32.8 35.6 40.0 41.6 41.2 40.3 39.8 38.8 RECEIVER LEQ(H) LlO 91 67. 7 71.3 38.0 37.0 10 1 2 10 ROADWAY SEGMENT SOUND LINEL CONTRIBUTIONS EXCEEDING 1. 0 OBA 11 12 ROADWAY SEGMENT 36 .3 37 .4 38 .3 38 .9 39 .6 40 .o 40 .2 38 .9 35.8 32.6 10 41.5 31.1 11 12 13 14 23.8 24.l 24.5 25.l 31. 9 31.9 29. 7 28.4 27 .2 29.4 RECEIVER LEQCH) LlO 89 57 .4 60.3 29.9 30.4 31.5 38.5 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38.5 36.l 45.5 40.1 41. 6 43.5 46.2 51.0 52.6 57 .4 10 58. 0 54. 0 48. 2 45.3 l 2 3 • 10 11 12 13 14 24.0 24.8 25 .2 25.5 32 .3 32 .4 30.2 28.4 26.8 28.6 11 12 13 14 40. 6 43 .1 41.3 42.4 40.4 39.2 38.3 37 .3 36 .o 35.1 29.1 29. 7 30.8 37. 6 1 2 3 • 10 36.4 33,0 31.0 33. 0 l 2 3 • 11 12 13 14 32 .4 31.9 31.4 30 .8 36. 7 33,6 42.4 37. 2 38.4 40 .1 41.4 42.6 40,8 41.3 l 2 3 • 10 41.9 41. 7 39. 7 38. 7 11 12 13 14 1 2 3 • 10 31.0 31. 7 32.0 32 .5 32. S 30.2 33.2 31.7 36.4 36.1 11 12 13 14 38.0 38.2 39.7 37.6 34.4 37 ,2 35. 7 36. 7 34.9 33 .8 32. 9 32.030.7 29 .8 1 2 3 • 40.0 42.6 44.1 40.8 31.1 27 .8 25.7 27.7 1 2 3 • 10 1 2 3 • 26,8 26.3 25.8 25.l 11 12 13 14 1 2 3 4 10 45.3 48.1 54.6 62.0 60.8 53.1 50.6 45.5 42 .6 40. 7 11 12 13 14 39.1 44.1 35.0 37 .8 25.3 26.l 26.5 27 .1 27 .2 25.0 27 .9 26.5 31.2 30.9 l 2 3 4 10 32 .? 32.8 34.2 32 .4. 11 12 13 14 l 2 3 4 37 .9 30.9 29.4 28.9 28.3 25,9 27 .o 28.6 Jo .e 30.8 34.8 37.4 38.5 35.3 l 2 3 4 10 24.1 23.5 22.9 22.6 1 2 ) 4 8 10 11 12 13 14. 39,5 40.5 42.6 42.8 42.2 41.8 43.2 41.2 39.5 38.4 11 12 33.8 34.7 26.7 30. 3 34. l 36. 7 37 .3 38.2 39 .1 40.2 31 .3 4,2.6 33.9 31.1 l 2 3 4 10 41. l 41.0 10 1 2 10 CONT3.STA 4/15/2002 2:42PM 11 12 ROADWAY SEGMENT 40.0 40.2 39.S 38.4 37.6 36.3 35.2 33.4 30.2 27.1 10 34.2 30.7 11 12 13 14 22.5 22.8 23.3 23,6 30.6 30. 7 29.9 28.4 27.2 29. 3 RECEIVER LEQIHI LlO 92 67 .6 71.2 29.8 30.3 31.4 38.0 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA. 11 12 13 14 ROADWAY SEGMENT 37, 6 34.9 43.7 37. 7 38.6 39.9 41.6 44.3 44.3 47.6 10 51.8 58.2 59. 7 55.4 1 2 3 4 10 11 12 13 14 23.6 23.9 24.3 24.8 31. 7 31.6 29.4 28.1 26.9 29.1 11 12 13 14 48.1 49.3 46.4 46.6 43 .8 42.1 40.9 39.6 38.1 37 .1 29.5 30.1 31.2 38.1 1 2 3 4 10 38.2 34.6 32.6 34.5 1 2 3 4 11 12 13 14 33.9 }3.3 32.7 32.1 37 .9 35.5 44. 7 39. 1 40,3 42.0 44.3 47.9 49.l 53 .6 1 2 3 4 10 58.4 57.0 50.8 46.9 11 12 13 'l4 1 2 3 4 10 32.4 33 .0 33. 5 34.0 34.0 31.9 34.9 33 5 38 .4 38.2 11 12 13 14 40.3 40.8 42.6 41.1 42.0 44.4 42.5 43 .) 41.1 39 .8 38 .9 37 .8 36 .4 35.5 1 2 3 4 43.9 47.3 50.5 49.0 36.8 33.3 31.3 33. 3 1 2 3 4 10 l 2 3 4 32. 7 32.1 31.6 31.1 11 12 13 14 1 2 3 4 10 55. 3 62 .9 59. 7 51.2 46.8 43.5 43.4 40.6 38.7 37 .4 11 12 13 14 36. 3 42 .1 33. 7 36.8 31.3 32. 0 32.3 32. 8 32 .8 30. 6 33 .6 32 .0 36. 8 36 .6 1 2 3 4 10 38.4 38. 7 40.3 38.4 11 12 13 14 1 2 3 4 37 .3 30.6 29.3 28. 7 28. 3 26.1 26.2 27 .4 29.6 29.4 40.94).7 45.5 42.4 1 2 3 4 10 22.8 22.3 21.8 21.4 l 2 3 4 10 11 12 13 14 47 .1 50. 9 59. 7 62. 6 54. 7 49.5 47.5 43.7 41.2 39 .4 11 12 24.6 34.6 29.3 32.3 35. 7 37.5 39.2 41.2 43.5 46. 7 38.1 43.4 34.4 37 .4 l 2 3 4 10 50.8 53 .1 10 l 2 10 11 12 13 14 37. 5 30.6 29.1 28.6 28.1 25.6 26.8 28.3 30.5 30.5 11 12 50.2 48.8 45.7 42.8 40.4 38.4 36.4 34 .8 32 .3 29.8 23 .9 23. 3 22. 7 22.3 1 2 3 4 10 34.5 24.6 11 12 25.1 34. 7 27 .4 31.0 34.8 37.3 38.l 39.l 40.4 41.7 RECEIVER LEQ(H) LlO 95 69.3 72.6 43.0 43.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 42.0 42.0 41.0 39.6 38.6 37.035.7 34.1 30.9 27.9 10 34.2 25.0 11 12 13 14 22.1 22.4 22.8 23.3 30.2 30.3 28.9 27 .3 26.0 28.1 RECEIVER LEQIHI Ll0 93 69.0 72.5 28.6 29.1 30.1 36.8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 36.4 33. 7 42 .3 36.1 37 .1 38.1 39. 7 42.3 41.8 44.6 10 48.0 52.4 54.6 54.6 1 2 3 4 10 11 12 13 14 23.2 23.5 23.8 24.3 31.2 31.2 29. 7 28.6 27.4 29.6 11 12 13 14 51. 5 53. 7 51. 7 51.9 49.0 47.2 45.9 44.6 43.0 42.0 30.0 30.6 31.6 38.4 l 2 3 4 10 43 .1 39.5 37 .4 39.3 1 2 3 4 11 12 13 14 38.8 38.2 37. 7 37 .1 38. 0 35.5 44. 7 38. B 39. 9 41.3 43 .4 47.0 47.1 51.0 l 2 3 4 10 56.5 61.6 58.2 52.9 11 12 13 14 1 2 3 4 10 37 .3 38.0 38.4 38.9 38.9 36. 7 39.8 38.3 43.2 43.1 11 12 13 14 45.3 45.9 47.9 46.3 46 .3 48 .2 45.2 45.5 43.3 41.9 41.0 39.9 38.5 37 .6 l 2 3 4 49.2 52.8 56.0 53.5 38.9 35.5 33 .4 35.2 1 2 3 4 10 1 2 3 4 34.5 33.8 33 .1 32.4 11 12 13 14 l 2 3 4 10 57 .4 57 .3 53 .3 48. 3 44.4 41.6 41.6 39.1 37 .4 36.0 11 12 13 14 34 .8 40.9 32.6 35. 8 32 .4 33 .2 33. 7 34.4 34. 5 32 .4 35.4 34.0 38. 7 38.3 l 2 3 4 10 40.2 40.4 41.9 40.0 11 12 13 14 1 2 3 4 36.2 29.5 28 .1 27.6 27.2 25. l 25.6 27 .1 29.2 29.0 42.5 45.4 47. 7 45.5 1 2 3 4 10 22 .3 21.9 21. 3 21.0 1 2 3 • 10 11 12 13 14 51.6 57.9 64 .1 57 .1 50.4 46. 5 45.8 42.3 40.1 38.6 11 12 24. 9 35.3 30. 7 33 .3 36.4 37 .9 39.9 42.2 45. 7 51.4 37 .4 43 .o 34.2 37 .3 1 2 3 4 10 61.5 59. 7 10 1 2 10 11 12 13 14 37.6 30.9 29.5 29.0 28.5 26.1 26.4 27.9 30.1 30.1 11 12 57 .5 58.2 51.8 45.9 42.0 39.4 37 .4 35.3 33.6 31.0 23.5 23.0 22.5 22 .1 1 2 3 4 10 35.6 24. 9 11 12 25.1 34.8 28.5 31.8 35.6 38.0 39.0 40.3 42 .1 44.2 RECEIVER LEQ{H) LlO 96 67 .6 71.1 46.3 47 .2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 45.3 44.8 43.3 41.4 39.6 37 .9 36.3 34.8 31.9 29.1 10 34.5 25.1 11 12 13 14 21.9 22.2 22.6 23.0 30.1 30.1 28.1 26.7 25.5 27 .6 RECEIVER LEQ(HI LlO 94 68.6 72.1 28.0 28.5 29.6 36.2 1 2 3 4 10 ROA!MAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA CONT3.STA 4/15/2002 2:42PM 11 12 13 14 33.9 33.S 33 .l 32. 7 35. 7 33.1 41. 7 35.6 36,4 37,5 39,l 41.3 40,9 43.S l 2 3 4 10 46.6 49.8 51.l 51.2 11 12 13 14 l 2 3 • 10 33,l 33 .6 33.8 34.2 34.1 31.9 34.8 33 .2 37.9 37.5 11 12 13 14 39.2 39.4 40. 7 38. 7 48.0 50.5 48. 7 49.2 46.B 45.2 44.1 42.8 41.3 40.3 l 2 3 4 40.9 43 .1 44.0 39.9 41.S 38.0 35.9 37 .9 l 2 3 4 10 l 2 3 4 37.2 36.6 36.0 35.5 11 12 13 14 l 2 3 4 10 42.6 44.1 44.2 42. 7 40.8 39.0 39.2 )6.8 35.1 33 .6 11 12 13 14 32 .5 37.5 27.8 30. 8 35.8 36.5 36.9 37 .4 37 .5 35 .4 38.4 37.041.841.7 l 2 3 4 10 43. 7 44.2 46.1 44. 7 11 12 13 14 l 2 3 4 31.4 24. B 23.5 22.8 22.0 19.8 20.8 22,6 26.2 26.4 47 .4 50.6 52. 7 49. 9 l 2 3 4 10 19. 9 19.3 18. 9 18. 5 l 2 3 4 10 11 12 13 14 53.0 53.2 50.9 47.1 44.1 41.2 41.3 38.6 36,8 35. 5 11 12 29. 7 42. 9 39. 0 41.9 45.7 49.9 57.9 61. 7 52.5 46.3 34.5 40.4 31. 7 35.0 1 2 3 4 10 42.7 4.0 .2 10 l 2 10 11 12 13 14 35.5 28.9 27 .s 27.0 26.6 24.4 25,2 26.8 29,0 28,8 11 12 39.8 42 .5 46.3 52 .3 58.5 56.1 49. 7 44 .4 41.2 38, 9 22.2 21.6 21.l 20,8 l 2 3 4 10 43 .2 30 .1 11 12 25.6 36.2 32.0 34.6 37.5 39.1 41.5 44.3 48,6 56,5 61.4 52.8 10 l 2 10 11 12 52.9 57 .6 55.l 48.6 44.0 41.0 38. 7 36.4 34,6 32.3 36. 7 25.6 RECEIVER LEQ(HJ Ll0 97 66. 0 69.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ROADWAY SEGMENT 10 11 12 13 14 19. 7 20.0 20.4 20.9 28.0 28.4 26.2 24.8 23,725.9 26.3 26.9 27.9 34.4 l 2 3 4 10 11 12 13 14 33.9 31.4 40.6 34 .6 35. 5 36. 7 38.3 40.3 39.8 42.5 44.5 46.7 47 .3 46.2 l 2 3 4 10 11 12 13 14 42.9 46.0 44.6 45.6 43.6 42 .1 41.1 40.0 38.6 37 .6 38.8 35.4 33.4 35. 3 l 2 3 4 34. 7 34.2 33.7 33.2 1 2 3 4 10 11 12 l3 14 33 .5 34.1 34. 5 35.0 35.0 32. 8 35.8 34.3 39.1 38.9 40.9 41.3 43.0 41.3 l 2 3 4 43.9 46. 7 48.2 44.6 l 2 3 4 6 10 11 12 13 14 47.9 48.7 47.8 45.4 42. 7 40.6 40.5 38.0 36.1 34.6 33 ., 39.l 30.0 33.2 l 2 3 4 10 11 12 13 14 33.7 27.2 25.8 25.2 24.8 22.2 23 .3 24.9 26.9 26.6 19.9 19,4 18. 7 18,4 1 2 3 4 10 11 12 26.8 38.3 34.4 36.8 39. 7 41.8 45.2 49.2 57. 7 60.3 51.4 46.1 10 1 2 10 11 12 45.6 51.l 56 .1 54.3 49.1 44.2 41.4 38.8 36.8 34.9 38.826.7 RECEIVER LEQIHl Ll0 98 66.6 70 .1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 OBA ROADWAY SEGMENT 10 11 12 13 14 19.6 19. 9 20.2 20. 7 27 .5 26. 7 23.6 22.2 21.2 23.4 23.9 24.5 25.5 32 .1 1 2 3 4 10 11 12 l3 14 31.5 29.0 38.8 33.3 34. 0 35.S 36 .8 39.0 )8.5 40.2 42 .o 43 .) 43.1 41. 6 l 2 3 4 10 11 12 13 14 38.5 41.9 40.9 42 .4 40. 8 39 .8 39.0 38.2 37 ,0 36.2 37.5 34.2 32.3 34 .4 l 2 3 4 CONT3.STA 4/15/2002 2:42 PM ATTACHMENT 2 *.STA *.OPT ISTFL 2NDFL WALLl WALL2 KEY TO FILE CODES ATTACHMENT 2 ST AMINA output file OPTIMA output file Future traffic conditions, first-floor receivers, no constructed sound barriers. Future traffic conditions, second-floor receivers, no constructed sound barriers. Future traffic conditions, first-floor receivers, with constructed sound barriers. Future traffic conditions, second-floor receivers, with constructed sound barriers. NO'l'E, STAM2VU1 Version 1.20 STJ\IIINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) 1'1\M"FIC NOISE PREDICTION MODEL MODIFIED TO: l . Al.LOW EQUIVALENT SPEEDS BELOW 3 0 MPH PER NCHRP 311; 2 . CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEHS AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL. OTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOJt IBM-COMfATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNl.VERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL, 615-327-8130, FAX 615-327-8137 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 rs REFLECTED BELOW IN THE * .STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGf:D. (INPUT UNITS-ENGLISH . OUTPUT UNITS-ENGLISH ) Calavera Hills Village E-1 -daytime traffic EMISSION LEVELS: Calveno Levels (trucks>JOmphl OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .oo .00 .ooo 2 .JOO 8.000 OROADWAY 41 42 43 H 45 46 47 48 49 50 51 52 53 54 55 OROADWAY 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 OROADWAY 69 1 2 CODE 1 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT ADJUSTMENT FOR PASSENGER CARS HEIGHT ADJUSTMENT FOR HEAVY TRUCKS HEIGHT ADJUSTMEN'l' FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO CO = 5.20 Cl = 38.80 SO (CARS) IHT) IMT) (VEH4) HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEHS) MT--CAL VENO CO = 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6 J HT--CALVENO CO • 50.40 Cl • 19 .20 so = College Boulevard -nb (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 10.0 HT 0. 30.0 MT 0. 30.0 VEH4 733, 50.0 VEH5 27. 50.0 VEH6 10. 50.0 ------------COORDINATES-----------·- X y z GRADE 6243206. 7 2002908.5 170.0 1 6243168. 3 2002983 .2 176.0 1 6243133. 3 2003060.1 182.0 1 6243102.3 2003145.4 188.0 1 6243072. 9 2003238 .8 194.0 1 6242965. 4 2003596.6 220.0 1 6242882. 9 2003870.1 240.0 1 6242842. 3 2004006. 6 250.0 1 6242813. 3 2004094 .4 256.0 1 6242788. 3 2004157. 9 260.0 1 6242746. 4 2004250.1 266.0 1 6242697. 3 2004338.8 272.0 1 6242641, l 2004425.4 278.0 1 6242567 .9 2004525.4 284 .0 1 6242321.1 2004B61. 6 304.0 1 College Boulevard -nb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEHS 27. 50.0 VEH6 10. so.a - - -------- --COORDINATES------------- X y z GRADE 6242321.1 2004861. 6 304 .o 1 6242172. 9 2005062. 9 316.0 1 6242116 .1 2005139. 7 322.0 1 6241879. 2 2005461. 6 350.0 1 6241842. 3 2005514. 7 354.0 1 6241806. 7 2005512. 6 358.0 1 6241772. 6 2005639. 4 362.0 1 6241739.8 2005719. 7 366.0 1 6241709. 8 2005821. 0 370.0 1 6241696 .1 2005887 .2 372.0 1 6241684. 5 2005970 .1 374.0 1 6241682. 3 2006070. 4 375.4 1 6241691.1 2006188.S 376.0 1 6241710.4 2006288. 5 378.0 0 6241740.4 2006386.0 377 .0 0 College Boulevard -nb (n-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 ------- - - - --COORDINATES-- - - - ------- - X y z GRADE 6241740.4 2006386. 0 377 .0 0 6241752.S 2006417. 0 376.0 0 6241783. 9 2006487 .6 314.0 0 .oo .00 .oo lSTFL.STA 4/22/2002 3 6241817. 6 2006549. 6 372.0 0 4 6241887. 3 2006652. 5 370.0 0 5 6241954. 9 2006738 .1 368.0 0 6 6242021. 3 2006821.2 366.0 0 7 6242089. 7 2006907. 6 364.0 0 8 6242157 .2 2006992. 4 362 .0 0 • 6242216. 9 2007067 .6 360.0 0 10 6242274. 8 2007140. 4 358 .o 0 11 6242366.2 2007259. 6 356.0 0 12 6242410. 8 2007327. 5 354.0 0 13 6242439. 8 2007316.4 352 .0 0 14 6242486. 3 2007465. 0 348.5 0 OROADWAY College Boulevard -nl:> contd. (n-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 HT o. 30.0 VEH4 1192. so. 0 VEH5 44. 50. o VEH6 16. 50.0 - - - ----- - - --COORDINATES-- - - - - - ----- -X y z GRADE 14 6242486. 3 200'1465.0 348.S 0 15 6242526.2 2007556. 9 345.0 0 16 6242560. 6 2007651. 0 341. S 0 17 6242593. 7 2007746.4 338.0 0 18 6242626. 6 2007841. 3 334. S 0 OROADWAY College Boulevard -sb (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 HT 0. 30.0 VEH4 1192. 50.0 VEH5 44. so.o VEH6 16. 50 .0 ------------COORDINATES---- --------- X y z GRADE 1 6242587. 6 2007857 .1 334. 5 1 2 6242555. 0 2007763. 7 338. 0 1 3 6242521.2 2007666. 3 341. 5 1 4 6242487. 8 2007574. 3 345.0 1 5 6242449. 3 2007486 .1 348 .5 1 6 6242411.8 2007413 .1 352 .0 1 7 6242389. 6 2007374 .3 354.0 1 8 6242342. 0 2007299 .1 356.0 1 9 6242311, 5 2001255. 8 358.0 1 10 6242221. 4 2007140. S 360.0 1 11 6242152 .1 2007053. 8 362.0 1 12 6242067. 3 2006946. S 364 .o 1 13 6241996 .4 2006857. 7 366 .o 1 14 6241918 .6 2006760. 0 368.0 1 15 6241881. 3 2006712. 9 370.0 1 OROA™'AY College Boulevard -sb contd. (n-of-cvdl VEHICLE TYPE VEHICLES/HOUJl 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 ------ --- ---COORDINATES-- - - - - - - - - --• X y z GRADE 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{11 6241701. 7 2006402. 9 377 .o 1 OROJ.I'MAY College Boulevard -sb (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 ------------COORDINATES------------- X y z GRADE 4 6241701. 7 2006402. 9 377 .o 1 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 624164.3.6 200!,967. 2 374 .o 0 9 6241653. 6 2005881. 0 372.0 0 10 6241668. 6 200S811. 0 370.0 0 11 6241700. 4 2005705. 4 366.0 0 12 6241734. 8 2005621. 6 362 .0 0 13 624.1770.4 2005552 .2 3S8.0 0 14 6241807. 3 200S491. 3 354 .o 0 15 6241845. 4 200S437 .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 .o 0 OROADWAY College Boulevard -ab contd. (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. so.a VEH5 27. 50.0 VEH6 10. 50.0 - - - - ---• - - --COORDINATES-- -~ - - ---- - - -X y z GRADE 18 6242286. 7 2004836.6 304 .0 0 19 6242534 .2 2004501.0 284. 0 0 20 6242606. 7 2004401.6 278.0 0 21 6242661. l 2004317.2 272 .0 0 22 6242708. 6 2004231. 0 266.0 0 23 6242749. 8 2004141.3 260.0 0 24 6242173. 9 2004080. l 256.0 0 25 6242801. 7 2003994. 7 250.0 0 26 6242842. 9 2003857. 9 240.0 0 27 6242925. 4 2003584. 7 220.0 0 28 6243032. 9 2003227 .2 194 .o 0 5:38 PM 29 6243062 .o 2003131. 9 188.0 42 6241612. 2 2006224, 7 376.4 376.4 30 6243094. 8 20030'4.7 182.0 43 6241604,7 2006225.3 376.4 376.4 31 6243130 .4 2002964. 7 176.0 44 6241597.0 2006225.8 376.4 376.4 32 6243170.4 2002887. 9 170.0 1 BARRIER TYPE(A) Pad Edges contd.6tgate) 0ROAIMAY Carlsbad Village Prive -eb - ---- - - --COORDINATES-- - - - - - - - - X y z zo DELZ p VEHICLE TYPE VEHICLES/HOUR SPEED 41 6241621, 2 2006224. 6 376.4 376.4 .o 0 CARS 0. 30.0 49 6241614. 9 2006202. 2 377 .6 377 .6 HT o. 30.0 1 MT o. 30.0 VEH4 534. 45.0 BARRIER TYPE(A) Pad Edg:ea cont.d. 7 VEHS 10. 45.0 VEH6 2. 45.0 - - - - - - ---COORDINATES--- - - - - - - -- - - - ----- - --COORDINATES---- - - -------X y z zo DELZ p X y z GRADE 45 6241586. S 2006204. 6 376 .2 376.2 .0 0 eb 6239065. 5 2005793 .1 266.0 1 46 6241595.6 2006203.8 376.5 376.5 eb2 6239434.0 2005883 .6 270.0 1 47 6241602. 5 2006203. 5 376. 7 376. 7 1 6240728. 0 2006265.6 347 .3 1 48 6241608. 3 2006202. 9 376.9 376.9 2 6240822. 0 2006297. 8 354.J 1 49 6241614. 9 2006202. 2 377 .6 377 .6 3 6240917 .4 2006329. 6 361.3 1 so 6241611. 0 2006172. 2 377 .o 377 .o 4 6241012. 5 2006359. 8 368.0 1 Sl 6241607. 3 2006128. 6 376.8 376.8 5 6241107. 5 2006381. 3 373 .4 1 52 6241606. 9 2006126. 7 376. 7 376. 7 6 6241204. 3 2006392. 9 377 .4 1 53 6241605. 0 9006083. 0 376.3 376 .3 7 6241301. 6 2006394. 9 380.0 1 54 6241604.2 2006056.0 375.2 375.2 8 6241400. 0 2006387. 2 381.2 0 1 9 6241495. 5 2006370.0 381.0 0 10 6241591. 0 2006343. 6 379.5 0 BARRIER TYPE(A) Pad Edges contd. 8 11 6241686.6 2006315. 7 378.0 0 ---------COORDINATES---------- X y z zo DELZ p OROADWAY 10 Carlsbound Village Drive -wb 54 6241604.2 2006056.0 315 .2 375.2 .o 0 55 6241604. 1 2006027. 3 375.1 375. l 56 6241606, 1 2005983. 9 374.5 374 .5 VEHICLE TYPE VEHICLES/HOUR SPEED 57 6241606, 7 2005981. 0 374.2 374 .2 CARS 0. 30 .0 SB 6241610 ,3 2005937. 7 373.1 373 .1 H1' 0. 30.0 59 6241613.3 2005915.6 373 .2 373.2 MT o. 30.0 60 6241581. 0 2005903 .4 372. 0 3?2 .0 VEH4 534. 45.0 61 6241563. 5 2005898. 5 372. 0 372.0 VEHS 10. 45 .o 62 6241538.8 2005891.6 370 .4 370.4 VEH6 2. 45.0 63 6241502.9 2005878.4 368 .0 368.0 --- ---- - ----COORDINATES-------------1 X y z GRADE 1 6241699. 0 2006356. 0 318.0 1 BARRIER TYPE(Al Pad Edges contd. 9 2 6241601.1 2006384. 3 379 .s 1 3 6241504. 5 2006411. 0 381.0 1 ---------COORDINATES------ ----4 6241403. 5 2006429 .1 381.2 0 X y z zo DELZ p s 6241303. 8 2006436. 9 380.0 0 63 6241502. 9 2005878. 4 368.0 368.0 .0 0 6 6241201. 4 2006434. 8 377 .4 0 64 6241442. 3 2005856. 3 366.0 366.0 7 6241099, 6 2006422. 6 373.4 0 65 6241381. 7 2005837 .2 364.0 364.0 8 6240999.3 2006399. 7 368.0 0 66 6241278. 6 200S800. 0 362.0 362.0 9 6240903. 5 2006369 .2 361.3 0 67 6241154. 7 2005755. 8 358.0 358.0 10 6240809. 5 2006337. 9 354.3 0 68 6241136. 6 2005749. 2 358.0 358.0 11 6240714. 9 2006305 .6 347 .3 0 69 6241085.9 2005731.1 358.0 358.0 wb 6239425. 7 2005913.9 270.0 0 70 624107S.0 2005729.2 358.0 358. 0 wb2 6239059 .8 2005825. 2 266.0 0 71 6241055. 6 2005725. 5 357 .6 357. 6 1 72 6241015. 7 2005711. 7 363.3 363 .3 1 BARRIER TYPE(A) Pad Edges BARRlER 10 TYPE(Al Pad Edges contd.10 --- - - - - --COORDINATES----- - - --- X y z zo OELZ p ------ ---COORDINATES---- - - - - -- 1 6240931.4 2005942.0 365.8 365.8 .0 0 X y z zo OELZ p 2 6240910. 9 2005952. 8 365.8 365.8 72 6241015. 7 2005711. 7 363.3 363.3 .0 0 3 6240892. 5 2006012. 5 365.8 365.8 73 6240993. 9 2005704. 8 363.3 363.3 4 6240893. 5 2006014. 4 366.8 366.8 74 6240961. 1 2005175. 2 363.3 363 .3 s 6240876. O 2006084. 5 366.8 366.8 75 6240969.3 2005776.2 364 .3 364 .3 6 6240875 .1 2006086. 4 367 .s 367 .5 76 6240948. 8 2005833. 3 364.3 364.3 7 6240858. 5 2006158. 3 367 .5 367 .5 77 6240960. 7 2005855 .o 364.3 364.3 8 6240858. 0 2006160. 7 368.5 368.5 1 9 6240844 .1 2006219. 8 368. 5 368.5 10 6240859. 2 2006246. 0 368. 5 368.5 BARRlER 11 TYPE(A) Road Edges 1 - - - - - - ---COORDINATES--- --- - - - - BARRIER TYPE(A) Pad Edges contd. 2 X y z zo OELZ p 0 6239439.0 2005867 .6 270. 0 270.0 .0 0 ---------COORDINATES----------1 6240733.2 2006243.2 347 .3 347 .3 X y z zo DELZ p 2 6240821 . 8 20062'71. 9 354 .3 354 .3 10 6240859. 2 2006246. 0 368.S 368.5 .o 0 3 6240923. 2 2006310. 5 361.3 361.3 11 6240871. 1 2006253. 9 368.5 368.5 4 6241018 .1 2006339. 6 368.0 368.0 12 6240915. 5 2006274. 7 369.0 369.0 5 6241111.1 2006361. 8 373.4 373.4 13 6240928. 7 2006281. 9 369.0 369.0 6 6241205.0 2006372.3 377 .4 377 .4 14 6240956. 7 2006297 .1 369. 0 369.0 7 6241301. 7 2006374. 9 380.0 380.0 15 6240983. 7 2006312 .1 369.0 369.0 8 6241398. 3 2006366. 3 381.2 381.2 16 6240986. 7 2006309. 6 370.8 370.8 9 6241490.8 2006349.7 381.0 381.0 17 6241031.3 2006328.6 370.8 370.8 1 18 6241059. 6 2006335. 6 370.8 370.8 19 6241062.2 2006336.2 371.8 371.8 BARRIER 12 TYPE(A) Road Edges contd. 2 1 ---------COORDINATES---------- BARRIER TYPE IA) Pad Edges contd. 3 X y z zo DELZ p ' 6241490. B 2006349. 7 381.0 381.0 .o 0 ----- ----COORDINATES----------10 6241585. 4 2006323. 9 379.5 379.5 X y z zo DELZ p 11 6241629. 5 2006310. 0 378.6 378.6 19 6241062. 2 2006336 .2 371. 8 371 .8 .0 0 12 6241640. 8 2006298 .1 378.2 378.2 20 6241088. 5 2006340. 2 371. 8 371.8 13 6241647. 0 2006282. 7 378.3 378.3 21 6241127. 7 2006345. 8 373. 5 373.5 14 6241631. 6 2006194. 7 376.0 376.0 22 6241141. 9 200634.8 .1 374.5 374..5 15 6241624 .1 2006122. 4 376.0 376.0 23 6241144 .2 2006348 .1 374 .5 374.5 16 6241624. 6 2005984. 9 374.0 374.0 24 6241175.8 2006352.8 376.0 376.0 17 6241634. 5 2005891. 3 372. 0 372 .0 25 6241200. 5 2006355. 7 377 .1 377.l 18 6241648. 9 2005819 .1 370.0 370. 0 26 6241222. 6 2006359. 0 378.2 378.2 1 27 624.1266. l 2006351 .1 378.5 378.S 28 6241299. 3 2006356. 7 377 .4 377 .4 BARRIER 13 TYPE(A) Road Edges contd. 3 1 --------~COORDINATES--------- - BARRlER TYPE(A) Pad Edges contd.4 X y z zo OELZ p 18 6241648. 9 2005819 .1 370.0 370.0 .0 0 - ---- ----COORDINATES-------- - -19 6241663 .3 2005759 .6 368.0 368.0 X y z zo DELZ p 20 6241679. 5 2005709. 3 366.0 366.0 28 6241299.3 2006356. 7 377 .4 377 .4 .o 0 21 6241696. 9 2005663 .1 364.0 364.0 29 6241332.3 2006355.4 379.0 379.0 22 6241714. 2 2005620. 9 362 .o 362.0 30 6241378 .4 2006353. 7 380.6 380.6 23 6241732. 7 2005584. 0 360.0 360.0 31 6241382.0 2006353.4 380.8 380.8 24 6241769. 7 2005516. 9 356.0 356.0 32 6241425. 5 2006345. 8 379.8 379.8 25 6241807. 2 2005458. 0 352.0 352.0 33 6241457. 7 2006338. 7 379.S 379.5 26 6241843. 6 2005406. 6 348.0 348.0 34 6241491. 7 2006332 .o 379.6 379.6 27 6241877 .1 2005360. 4 344.0 344.0 35 6241534. 9 2006322. 9 380.S 380.5 1 36 6241537 .4 2006322. 7 380.4 380.4 37 6241579.2 2006310.4 379.1 379.1 BARRIER 14 TYPE(A) Road Edges contd. 4 1 ---------COORDINATES---------- BARRIER TYPE(A) Pad Edges contd. 5 X y z zo OELZ p 27 6241877. l 2005360. 4 344.0 344 .o .0 0 --- ---- --COORDINATES--- --- - - - -28 6241912. 9 2005312. 4 340.0 340.0 X y z zo DELZ p 29 6241945. 9 2005267. 3 336.0 336.0 37 6241579.2 2006310.4 379.1 379 .1 .0 0 30 6241980. 0 2005221. 7 332.0 332.0 38 6241605. 6 2006302. 3 378. 3 378.3 31 6242013. S 2005176. 6 328.0 328.0 39 6241616, 7 2006284. 9 377 ,4 377 .4 32 6242048. l 2005129. 8 324.0 324 .0 40 6241628. 7 2006264 .1 377 .0 377 .0 33 6242082 .2 2005084. 2 320.0 320.0 41 6241621.2 2006224.6 376.4 376.4 34 6242119. 8 2005032. 2 316.0 316.0 ISTFL.STA 4/22/2002 5:38 PM 35 6242169. 5 2004966. 3 312.0 312.0 .0 .0 .0 .0 .0 .o .0 .0 .o .o 36 6242218. 0 2004898. l 308.0 308.0 .0 .0 .0 .o .0 .o .o .0 .o .o l .0 .0 .o .o .0 .0 .0 .0 8 .o .o .0 .o .0 .o .o .o .o .0 BARRIER 15 TYPS(AI Roa.d Edges contd. 5 .o .o .0 .o .0 .o .o .0 .o .o .o .o .0 .o .o .o .0 .o .0 .o - --- - - ---COORDINATES---- - - - ---.o .o .0 .o .o .o .o .o X y z zo DELZ p 9 • .o .o .0 .o .0 .0 .0 .0 .o .0 36 6242218. 0 2004898. l 308.0 308.0 .0 0 ,0 .o .0 .o .0 .o .0 .o .0 .o 37 6242267. l 2004831.l 304 .0 304.0 ,0 .0 .0 .o .0 .o .o .o .o .o 38 624231Ei.2 2004764. 7 300.0 300.0 ,0 .o .0 .0 .0 .o .0 .0 39 6242366. 5 2004697 .1 296.0 296.0 10 • ,0 .o .0 ,0 .0 .0 .0 .o .0 .o 40 6242415, 0 2004630 .1 292.0 292.0 .o .0 .0 . 0 .0 .0 .o .o .0 .o 41 6242465, 3 2004S63. 0 288.0 288.0 .0 .0 .0 . 0 .o .0 . 0 .o .0 .o 42 6242S14,4 2004496.0 284 .o 284.0 ,0 .0 .o .o .o .0 . 0 .0 43 6242S64, 1 2004429, 0 280,0 280.0 44 6242607. 4 2004367. 8 276.0 276.0 4S 6242642 .1 2004312. 9 272.0 272.0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY OOWN 1 1 .o .o .o .0 .o .o .0 .o ,0 .o BARRIER 16 TYPE(A) Road Edges contd. 6 .o .0 .0 .0 .0 .o .o .o .0 .o .o .0 .0 .0 .0 .0 ,0 .o .o .o ---------COORDINATES--- - ----- -.o .0 .0 .0 .o .o ,0 .o X y z zo DELZ p 2 .0 .0 .0 .o .0 .0 ,0 .0 .o .o 4S 6242642 .1 2004312. 9 272 .0 272 .0 .0 0 .o .o .0 . 0 .0 .0 .o .o .o .o 46 6242613.9 2004256.2 268.0 268.0 .o .0 .0 .o . . 0 . 0 .o .0 .0 .o 47 6242703. 3 2004197. 9 264.0 264.0 .0 .0 . 0 . O, ,0 .0 . 0 .0 48 6242729. 3 2004140 .1 260.0 260.0 3 .o .0 .0 .o .0 .o . 0 .0 .o .0 49 6242753. 6 2004080. 0 256.0 2S6.0 .o .0 .o .o .o .o ,0 .0 .o .o so 6242773. 2 2004021.1 252 .0 252 .0 .o .o .0 .o .0 .o .o .0 .o .o Sl 6242789 .4 2003966. 8 248. 0 248.0 .o .o .0 .o .0 .o .0 .0 S2 6242807. 3 2003912. 5 244 .0 244.0 4 .o .0 .o .o .0 . 0 .o .o .o .0 SJ 6242831.0 2003830.4 238 .0 238.0 .0 .o .o .o .0 .o .o .o .o .0 S4 6242855. 3 2003748. 4 232 .0 232.0 .o .0 .o .o . 0 .o . 0 .o .0 .0 1 .o .0 .o .0 . 0 .o . 0 .o s . 0 .0 .o .o . 0 .0 .o .o .0 .0 BARRIER 17 TYPE(Al Road Edges contd, 7 .o .0 .0 .o .o .o .o .o .0 .0 .0 .0 .0 .o .o .o .o .0 .0 .0 ---------COORDINATES---- ----- -.o .o . 0 . 0 .0 . 0 .0 .0 X y z zo DELZ p 6 .o .o . 0 . 0 .o . 0 . 0 .o .o .0 S4 6242855. 3 2003748. 4 232.0 232.0 .0 0 .o .o . 0 . 0 .o .0 . 0 .0 . 0 .0 ss 6242880. 1 2003665. 0 226.0 226.0 .o .o .0 .o . 0 .o . 0 .0 .0 .o S6 6242905. 5 2003S83.2 220.0 220.0 .o .o .0 .o .o .0 . 0 .0 S7 6242929 .8 2003501. 7 214. 0 214.0 7 .0 .o .o .o .o . 0 .o .o .0 .0 S8 62429S4. 7 2003420.2 208.0 208.0 .0 .o .o . 0 .o . 0 .0 .o .0 .o S9 6242980.l 2003338.2 202.0 202.0 .0 .o . 0 . 0 .0 . 0 .o .o .0 .0 60 6243004. 3 20032SS. 0 196.0 196.0 .o .0 .0 . 0 .0 . 0 .0 .0 61 6243030.9 2003164.8 190.0 190.0 8 • .o .0 .0 .o .c .o . C .0 .c .0 62 6243063. 9 2003069. S 184.0 184.0 .o .0 .0 .o .o .0 .o .o .0 .0 63 6243098. 5 2002988 .1 178.0 178.0 .0 .0 .o .0 .0 .o .o .0 .0 .0 1 .o .0 .0 .o .0 .o .o .0 9 • .0 .0 .o .o .o .0 .o .o .0 .0 BARRIER 18 TYPE(A) Road Edges contd. 8 .0 .0 .o .o .o .o .o .0 .0 .0 .o .o .0 .o .0 .o .o .0 .o .0 ---------COORDINATES-- - - ------.o .o .0 .0 .0 .o .o .0 X y z zo DELZ p 10 • .o .0 .0 .o .o .o .o .0 .o .0 63 6243098. 5 2002988 .1 178.0 178.0 .o 0 .o .o .0 .o .0 .o .o .0 .o .0 64 6243123.4 2002936.1 174.0 174.0 .o .o .0 .0 .o .o .o .o .0 .0 6S 6243152. 3 2002882. 3 170.0 170.0 .o .o .0 .0 .0 .o .o .0 1 Receivers (at S feet) RECEIVER LEQIH) LlO 1 S6,S S9.2 - - - - - - - - - ---COORDINATES---- - --------ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA X y z 1 6240989. 6 2005746.2 368.3 ROADWAY SEGMENT 2 6240966.4 200S813 .6 369.3 3 6240912 .1 200S981.6 370.8 10 4 624089S. 8 2006048.1 311.8 s 6240880. 3 2006108.4 372.S 11 12 13 14 6 6240874. 9 2006130. 7 372 .5 24.3 24.S 25.0 2S.4 32.6 32.8 30.6 28.9 27 .l 28.8 7 62408S8. 6 2006195. 0 373 .5 8 6240854. 6 2006218. 0 373.S 29. 1 29.8 30.8 37.6 9 624094S .1 2006279 .6 374.0 1 2 3 4 10 10 6240971. 3 2006293 .o 374.8 11 6241009 .1 2006308 .4 375.8 11 12 13 14 12 6241034. 7 2006318. 7 37S.8 36.9 33. 7 42. 1 36.6 38.2 38. 7 39.6 40.5 38.4 38.8 13 6241092 .4 2006327. 8 376.8 14 6241120.8 2006330, 0 376.8 39.3 39.2 37 .5 36 .6 lS 6241162. 0 2006334 .8 378.6 1 2 3 4 10 16 6241188. 0 2006336 .8 378.6 17 62412S0 .1 2006340 .1 379.6 11 12 13 14 18 6241279. 2 2006343. 4 379.6 32.6 3S.3 33. 7 35. l 33.4 32.2 31.3 30.4 29.2 28.S 19 6241320 .4 2006338. 2 381.4 20 6241347. 6 2006336.0 381.4 29.8 26.5 24.5 26.4 21 6241407. 5 2006330. 5 382.4 1 2 3 4 22 6241433. 3 2006326. 0 382 .4 25.6 25.0 24.5 23.8 23 6241474. 0 2006318.6 382 .4 1 2 3 4 10 24 6241505. 4 2006311. l 382.4 25 6241554. 7 2006297. 3 381.4 11 12 13 14 26 6241586.8 2006290. 2 3al.4 24 .2 24.8 25.3 25. 7 26.0 23.7 26.8 25.4 30.0 29 .6 27 6241608. 5 2006271. 4 381.4 28 6241611. 8 2006242. 0 381.4 31.3 31.4 32.8 30.8 29 6241600. 9 2006186. 0 381.2 1 2 3 4 30 6241597. 5 2006154. 0 381.2 33.2 35.5 36.7 33.3 31 6241S92. 6 2006103 .4 380.2 1 2 3 4 10 32 6241593 .4 2006072 .4 380.2 33 6241590. 2 2006038. 9 378.0 11 12 13 14 34 6241591. 3 2006007. 3 378.0 37 .4 38.1 40.0 40.1 39.6 39.4 40.9 39.5 38.0 37 .2 JS 6241595.4 20059S8. 3 377 .o 36 6241600 .1 2005926 .1 377 .0 36.1 42.1 33.9 37 .3 37 6241586. 9 2005916 .1 377 .0 1 2 3 4 10 38 6241546. 5 2005904 .1 377 .o 1 11 12 13 14 37.6 30.9 29.5 29.0 28.6 26.3 27.4 28.8 31.0 30.9 ALPHA FACTORS -RECEIVER ACROSS. ROMMAY DOWN 24.4 23.8 23.2 22. 8 1 . .o .0 .0 . 0 .o .o .o .o .0 .o 1 2 3 4 10 .o .0 .0 .0 .0 .0 .o .0 .0 .o ,0 .o .o .o .o .o .o .o .o .o 11 12 .o .0 .0 .0 .0 .0 .0 .0 37 .3 46.4 36. 7 31.9 35.2 37 .1 36. 7 35.8 JS.4 34. 7 2 .o .o .0 .o .0 .o .o .0 .o .o .o .0 .0 .o .0 .0 .0 .o .0 .0 34.2 31.6 .o .0 .0 .o .0 .0 .0 .0 .0 .o 10 1 2 10 .o .o .0 .o .0 .o .o .0 l . .o .0 .0 .o .o .o .o .o .o .o 11 12 .o .0 .o .o .0 .0 .0 .0 .0 .0 33 .1 33.6 34.3 34 .8 35.4 JS.9 35.9 34 .4 31.S 35.6 . 0 .o .o .o .0 .o .o .0 .0 .o .o .0 .o .o .0 .0 .0 . 0 4S.3 36.S 4 . .o .o .0 .o .0 .o .0 .0 .o .0 .o . 0 .0 .o .0 .0 .0 .0 .0 .0 .o . 0 .o .o .o .o .0 .o .o .o RECEIVER LEQ(HI LlO .o .0 .o .o .o .o .0 .0 2 56.6 59.S 5 . .o .o .o .o .o .o .o .0 .o .o .o .o .o .o .o .o .0 . 0 .o .o ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA .o .0 .o .o .0 .0 .0 .o . 0 .0 .o .0 .0 .o .0 .0 .0 .0 ROAIMAY SEGMENT 6 .o .0 .0 .o .o .o .0 .o .o .o .o . 0 .0 .o .0 .o .0 .0 .0 .0 10 . 0 . 0 .0 .o .o .0 .0 .o .o .0 . 0 . 0 .o .o .0 .0 .0 .o 11 12 13 14 7 . . 0 . 0 . 0 .0 . 0 . 0 . 0 .0 .o .0 23. 7 23. 9 24 .4 24.8 32.0 32.4 30.1 28.4 26. 6 28.4 ISTFL.STA 4/22/2002 5:38 PM 32,9 35.8 34.2 35.8 34.0 33.2 32.S 31.8 30.5 29.8 28.8 29.4 30.4 37.1 1 2 3 4 10 31.2 28.0 26.2 28.3 1 2 3 4 11 12 13 14 21.8 21.3 21.0 26.5 36.3 33.0 41.5 35.8 37 .3 38.4 39.2 40.2 38.2 38.6 1 2 3 4 10 39.4 39.4 37. 7 37 .o 11 12 13 14 1 2 3 4 10 26.9 27 .4 27.7 28.0 28.0 25.8 28.6 27.1 31.6 31.1 11 12 13 14 32.8 32. 7 34 .o 32 .o 32.6 35.6 34 .1 35.1 33. 5 32 .4 31.6 30.6 29.4 28.6 1 2 3 4 34.2 36. 5 37. 3 33.8 29.9 26.6 24. 7 26. 5 1 2 3 4 10 1 2 3 4 26.0 25.4 24.8 24.3 11 12 13 14 1 2 3 4 10 37. 7 38.6 40.0 39.5 38.6 37 .3 38.9 36.8 35.1 34 .0 11 12 13 14 33 .o 38. 7 30.8 34.2 24.S 25.2 25.6 26.2 26.2 24 .1 27.0 25.6 30.2 29.8 1 2 3 4 10 31.5 31.5 33 .0 30. 9 11 12 13 14 1 2 3 4 34.8 28.2 26.9 26.3 26.0 23.9 25.0 26.6 28.9 28.9 33.4 35.9 36.9 33.1 1 2 3 4 10 22.4 21.8 21.3 21.0 1 2 3 4 10 11 12 13 14 37 .6 38.3 40.1 40.1 39.4 39.1 40.6 39.1 37 .6 36.6 11 12 38.2 51.1 44.4 40.0 42.0 42.2 40. 9 38 .9 37. 7 36.4 35. 7 41.6 33 .1 36. 3 1 2 3 4 10 35 .4 34. 5 10 1 2 10 11 12 13 14 36.8 30.2 28. 7 28.2 27.9 25.8 26.9 28.4 30.6 30.S 11 12 33. 6 34. 8 36.2 37 .2 38.5 40.0 40.9 41.0 39. 5 42 .6 24.0 23.4 22.8 22.4 1 2 3 4 10 50 .8 36.6 11 12 37 .4 47 .4 39.2 33.2 36,4 38.1 37.S 36.5 36.0 35.1 RECEIVER LEQ(Hl Ll0 5 59. 7 62 .9 34.6 33.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33.2 34.1 34.8 35.3 36.l 36.7 36.8 35.S 32.9 37.S 10 46.3 36.5 11 12 13 14 21.4. 21.8 22.2 22.7 29.5 29.5 27 .1 25.4 24.2 26.2 RECEIVER LEQ(Hl Ll0 3 57 .5 60.5 26.6 27.1 28.1 34.6 1 2 3 4 8 9 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 33.8 30.S 38.8 32 .9 33. 7 34 .8 36. 3 38.0 36.2 37. 7 10 38.6 39.2 38.1 37 .2 1 2 3 4 ,7 10 11 12 13 14 22.6 23.0 23.4 23.8 30.6 30. 5 28.l 26.S 25.2 27.2 11 12 13 14 32. 7 35. 7 34.S 35.9 34.5 33.6 33 .0 32.4 31.3 30.6 27.528.2 29.2 35. 7 1 2 3 4 10 32.1 29.0 27.0 29.2 1 2 3 4 11 12 13 14 28.8 28.4 28.2 2.7.9 34.8 31.6 39.9 34.0 34. 7 36.0 37.6 39.1 37 .2 38.3 1 2 3 4 10 38.9 39.4 38.1 37 .2 11 12 13 14 1 2 3 • 10 28.3 28.8 28.9 29.2 29.1 26.8 29.5 27.9 32.5 32. 0 11 12 13 14 33. 5 33 .4 34.5 32.4 32.8 35 .6 34.2 35.4 33.8 32.8 32.1 31.0 30.0 29 .2 l 2 3 4 34.6 36.5 37.4 33.7 30.6 27 .3 25.5 27 .s 1 2 3 4 10 1 2 3 4 26.8 26.3 25.9 25.4 11 12 13 14 1 2 3 4 10 37 .6 38. 5 39.9 39.3 38.2 36.9 38.4 36.2 34.6 33. 5 11 12 13 14 32. 5 38.3 30. 3 33.6 25.9 26.4 26. 7 27 .1 27 .1 25.0 27.9 26.4 30.9 30. 5 l 2 3 4 10 32.2 32.2 33.4 31. 5 11 12 13 14 l 2 3 4 34.1 27 .6 26.3 25. 7 25. 3 23.3 24 .4 25.9 28.3 28.3 33.9 36.2 37 .2 33 .2 1 2 3 4 10 21.8 21.2 20. 7 20. 3 l 2 3 • 10 11 12 13 14 37.8 38.5 40.1 39. 7 38.8 37 .8 39.3 37.5 35.6 34.S 11 12 38.3 52.6 47 .2 43.0 44.3 43.4 41.1 39.5 38.0 36.6 33.5 39.2 31.2 34. 7 1 2 3 4 10 35.6 34.4 10 l 2 10 11 12 13 14 35.3 28.6 27.3 26. 7 26.4 24.4 25.4 27.0 29.4 29.S 11 12 33. 7 34 .9 36.3 37. 6 39.2 41.1 42.3 42.9 42.4 45.2 23.0 22.4 21.9 21.6 l 2 3 4 10 53. 7 36. 7 11 12 37.3 4.9.9 4.2.2 37.5 40.2 4.0.9 39 .8 38.3 37.2 36.1 RECEIVER LEQ(H} Ll0 6 60.2 63.6 35.2 34.3 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33. 5 34. 7 35.8 36.7 37 .e 39.0 39.4 39.1 37.1 40.7 10 49.3 36. 7 11 12 13 14 21.2 21. S 21.9 22.3 29.2 29.1 26.8 25.1 23.9 25.9 RECEivtR LEOIH) Ll0 • 58.3 61.5 26.3 26.8 27 .8 34.3 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l.ODBA 11 12 13 14 ROADWAY SEGMENT 33 .5 30.3 38. 7 32.6 33 .5 34..6 36.0 37 .8 36.0 37 .5 10 38.5 39.1 38 .0 37 .o 1 2 3 4 10 11 12 13 14 22 .1 22 .4 22. 8 23. 3 30 .1 30.1 27.8 26.1 24.8 26.8 11 12 13 14 33.1 35. 8 34 .5 36.0 34.6 33, 7 33 .3 32.6 31.6 31.0 27 .3 27. 7 28. 8 35 .2 l 2 3 • 10 32.4 29.4 27.6 29.6 1 2 3 4 11 12 13 14 29.3 29.0 28. 7 28.4 34 .3 31.1 39. 3 33 .4 34 .3 35.5 36.8 38 .6 36. 7 38.1 l 2 3 4 10 38.8 39.3 38.2 37 .3 11 12 13 14 1 2 3 4 10 28. 7 29.2 29.4 29. 7 29.4 27.2 29.9 28.4 32. 9 32 .2 11 12 13 14 33 .8 31. 7 34.8 32.5 lSTFL.STA 4/22/2002 5:38 PM l 2 3 4 32.8 26.3 24.9 24.3 24.0 21.9 23.0 24.5 26.8 26.9 34. 7 36. 7 37 .4 33.6 1 2 3 4 10 20.4 19.8 19.3 19,1 1 2 3 4 10 11 12 13 14 37 .5 38.5 39.8 39.2 38.2 36.8 38.2 36,0 34.4 33.4 11 12 38.3 56.4 57 .7 55.5 50.2 46.2 43 .2 40.3 38.4 36.8 32 .3 38.l 30. l 33.3 1 2 3 4 10 35.6 34.3 10 1 2 10 11 12 13 14 33.8 27.3 26.0 25.4 25 .0 23.0 24.1 25.6 27,9 28.0 11 12 33.6 34.8 36.4 38.1 41.l 43.9 46.9 49.4 54 .2 54. S 21.S 20.9 20.4 20.1 1 2 3 4 10 55.4 37 .4 11 12 38.3 53.1 49.4 44.4 45.l 43.9 42.0 39.7 38.1 36.7 RECEIVER LSQIH) LlO 9 66.9 70.4 35.6 34.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33. 7 34.8 36.4 37 ,6 39.5 41.4 42.7 43.7 43.7 46.0 2 10 54.1 36.7 11 12 13 . 14 19.1 19.4 19.8 20.1 27.2 27 .3 25.0 23.4 22.2 24.2 RECEIVER LEQ(H) LlO 7 62. 7 66.2 24. 7 25.3 26.3 32 .9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 32.0 28.8 37.9 31.9 32.9 34.l 35.4 37. 0 36.1 37. 7 10 38.9 39.8 39.1 37 .6 1 2 3 4 10 11 12 13 14 20.4 20.8 21.2 21.6 28.S 28.4 26.1 24.4 23.2 25.2 11 12 13 14 33. 7 36. 7 36.0 38.l 37 .3 36.4 36.0 35.3 34 .3 33.8 25.6 26.l 27 .1 33.6 1 2 3 4 10 35.4 32.5 30.6 32.8 l 2 3 4 11 12 13 14 32.8 32.9 33.0 33.2 32.9 29. 7 38.2 32.1 32. 9 34 .2 35.4 37 .1 35.7 37.2 1 2 3 4 10 38.3 38.9 38.1 36.8 11 12 13 14 1 2 3 4 10 34.l 34.0 33 .6 33.5 33.0 30.5 33 .0 31.3 35.9 35.2 11 12 13 14 36.S 36.3 37 .4 35, 0 32. 8 3S.8 34. 7 36 .6 35. 5 34.8 34.S 34.0 3).0 32.4 1 2 3 4 37 .2 38.8 38.9 34.3 33.9 30.8 28.9 31.0 l 2 3 4 8 10 l 2 3 4 30.6 30.2 29.9 29.4 11 12 13 14 l 2 3 4 10 38.1 39.8 40.4 39.6 38.3 36.7 37. 6 35. 5 33 .8 32. 7 11 12 13 l4 31.6 37.3 28.8 31.9 29.9 30.2 30. S 30. 8 30.6 28.2 31.2 29.6 34.l 33.6 l 2 3 4 10 35.1 35.0 35. 9 33. S 11 12 13 14 l 2 3 4 32.4 25.7 24.3 23. 7 23.3 21.2 22. 3 23.8 26.0 2S.9 35. 5 37 .2 37 .6 33. 7 l 2 3 4 6 10 19.4 18.8 18.3 18.0 l 2 3 4 10 11 12 13 14 37 .3 38. 7 39.5 38.8 37 .8 36.4 37. 7 35.5 33.8 32.9 11 12 33 .s 50. 6 52 .6 60. 0 61.3 53.9 47.3 43 .o 40. 3 38.4 31.8 37.6 29.4 32.6 l 2 3 4 10 36.8 35.3 10 1 2 10 11 12 13 14 33. 1 26.6 2S.2 24. 7 24.3 22.2 23.3 24.9 27.2 27 .3 11 12 34. 7 36.1 37.9 40.2 44.2 48.9 53 .3 57 .o 56.2 52.2 20.8 20.2 19. 7 19.4 l 2 3 4 10 S2.4 33.8 11 12 38.3 56.1 SS.4 S1.0 48 .4 4S.3 43.0 40.l 38.4 36.8 RECEIVER LEQ(H) LlO 10 67 .4 70.9 3S.6 34.4 10 l 2 5 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROAIM'AY SEGMENT 33. 7 34.8 36.4 37.9 40.5 42. 7 4S.O 46.5 48.6 S0.4 10 55.1 37.2 11 12 13 14 19.l 19.4 19.8 20.2 27 .3 27.3 25.1 23.4 22.2 24.2 RECEIVER LEQIHI LlO 8 64.6 68.l 24.8 25.3 26.3 32 .9 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.8 28.5 37. 7 32 .0 33.0 34.2 35. 5 37 .1 36.4 37 .9 10 39.1 40.1 39.4 37 .8 l 2 3 4 10 11 12 13 14 20.1 20.4 20.8 21.2 28.1 28.1 25.8 24.l 22.B 24.9-11 12 13 14 34. 1 37 .2 36.5 38.6 37. 7 36. 7 36.3 35. 7 34.8 34.3 25.3 25.8 26.8 33.4 l 2 3 4 10 36.0 33.2 31.6 33.8 l 2 3 4 11 12 13 14 33 .8 33.8 34.0 34.2 32 .6 29.4 38.0 31. 9 32 .8 34. O 3S.3 36.8 3S.6 37 .1 l 2 3 4 10 38 .1 38. 9 38.0 36. 7 11 12 13 14 1 2 3 4 10 3S.4 3S. l 34.6 34. 5 34 .1 31.6 34.2 32 .4 36.6 3S.8 11 12 13 14 37.0 36.7 37.7 35.2 32. 7 35.7 34.9 36.8 35, 8 35.3 35.0 34.3 33.3 32. 7 1 2 3 4 37.6 39.2 39.3 3S.1 34 .2 30.9 29.l 31.5 l 2 3 4 ' 6 8 10 1 2 3 4 31.2 31.030.7 30.4 11 12 13 14 l 2 3 4 10 38.4 40.1 40.8 39.8 38.4 36.8 37.6 35.6 34. 0 32.8 11 12 13 14 31. 7 37 .3 28. 8 31. 9 30.8 31.3 31.3 31.6 31.3 29. 0 31. 7 29,9 34.3 33 ,9 1 2 3 4 10 35.4 35.2 36.4 34.0 11 12 13 14 1 2 3 4 32.4 2S.8 24 .3 23. 7 23.4 21.3 22. 3 23.8 26. 0 26.0 35.7 37.5 37.6 33.7 1 2 3 4 10 19.4 18.8 18. 3 18.0 l 2 3 4 10 11 12 13 14 37 .2 38. 7 39.5 38. 7 37.6 36.3 37.5 35.3 33. 7 32. 7 11 12 34.1 S0.9 S2.3 S8.3 62. 7 S6. 7 49.2 43.9 41.0 38.9 31.6 37.4 29.2 32 .3 l 2 3 4 10 37 .2 3S.6 10 1 2 s 10 11 12 13 14 lSTFL.STA 4/22/2002 5:38 PM 11 12 ROADWAY SEGMENT 35.1 36.5 38.5 41.0 45.5 50.7 54.8 57.8 55.3 51.2 10 52 .2 34 .5 11 12 13 14 19.1 19.4 19.8 20.2 27 ,2 27 .2 24.8 23.2 21. 7 23.9 RECE,:IVER LEQ(H) Ll0 11 67 .6 71.l 24.5 25.1 25. 7 31.5 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 30.6 28.0 38.0 32.3 33.S 34.6 35.9 37.8 37 .2 39.0 10 40.3 41.4 41.1 39.3 1 2 3 4 10 11 12 13 14 19.1 19.4 19 .9 20.3 27.3 27.4 25.1 23.5 22.2 24.2 11 12 13 14 35.6 39.1 38.3 40.2 38.8 37.9 37 .2 36.4 35.1 34.4 24.7 25.3 26.3 32 .8 1 2 3 4 10 35.8 32.5 30.632.7 1 2 3 4 11 12 13 14 32.2 31.8 31.4 31.0 31.3 28.2 37.8 32.3 33 .1 34.3 35.6 37.2 36.6 38.3 1 2 3 4 10 39.5 40.4 39.9 38.4 11 12 13 14 1 2 3 4 10 31.4 31.9 '32.1 32 .5 32.3 30.1 33. 0 31.4 36.0 35.6 11 12 13 14 37 .3 37 .4 38.8 36.5 34 .5 )7 .9 37.2 39.3 38 .1 37 .2 36.6 36.1 35 .2 34. 7 1 2 3 4 38.9 40.9 41.2 36. 7 36.4 33.6 32.0 34.2 1 2 3 4 10 1 2 3 4 34. 2 34 .2 34 .4 34 .6 11 12 13 14 1 2 3 4 10 40.1 41. 9 42.2 41.0 39.5 37 .9 38.0 36.1 34 .4 33 .1 11 12 13 14 32. l 37 .) 28 .1 31. 7 35 .6 35.S 35.0 34. 9 34 .5 32. l 34 .6 32 .8 37 .0 36.2 1 2 3 4 10 37 .4 37 .1 38.1 35.9 11 12 13 14 1 2 3 4 32.2 25. 6 24.1 23. 5 23 .2 21.0 22.1 23,725.9 25.9 38. 0 39.9 40.0 35.5 1 2 3 4 10 19.4 18. 8 18.4 18.0 1 2 3 4 10 11 12 13 14 39.0 40.6 41.2 40.1 38. 7 37 .1 37. 7 35. 7 34.1 32 .9 11 12 31. 7 45. 7 42.8 46.9 53.5 61. 5 57 .3 49.0 44.4 41.4 31.8 37 .3 28.8 31.9 1 2 3 4 10 39.2 37 .4 10 1 2 10 11 12 13 14 32 .4 25. 8 24 .3 23. B 23 .4 21.3 22 .3 23.9 26.1 26.0 11 12 36.9 38.8 41.1 44.2 49.9 55.9 57.9 53.8 47.0 42.5 19.4 18. 9 18.4 18.0 1 2 3 4 10 45.4 31.8 11 12 33.2 48. 7 48.6 54 .6 62.6 60.2 52.6 45.5 41.9 39.6 RECEIVER LEQ(H) Ll0 14 64. 7 68.1 37.6 36.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 35.6 37 .3 39.2 42.3 47. 7 52.4 56.8 57.7 53. 7 49. 7 10 51.1 33.5 11 12 13 14 19.0 19.2 19. 7 20.1 27.1 27.1 24.8 23.1 21.4 23. 7 RECElVER LEQ(H) Ll0 12 67 .6 71.2 23.9 24.0 24.9 31.3 1 2 3 4 10 RO~AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 RO~AY SEGMENT 30.5 28.1 38.0 32.7 33.5 34.8 36.l 38.0 37 .3 39.3 10 40. 7 41.8 41.5 39.7 1 2 3 4 10 11 12 13 14 19.0 19.3 19.8 20.2 27 .2 27 .2 24.9 23.3 21.9 24.0 11 12 13 14 36.0 39.5 38.5 40.4 39.0 38.0 37 .3 36.5 35.2 34.5 24.5 25.1 26.1 32.6 1 2 3 4 10 35.8 32.4 30.4 32.5 1 2 3 4 11 12 13 14 32.0 31.6 31.2 30.7 30.9 28.0 37 .8 32.3 33 .2 34 .2 35. 7 37 .4 36.8 38.5 1 2 3 4 10 39. 7 40.7 40.3 38.6 11 12 13 14 1 2 3 4 10 31.0 31.6 31.9 32.3 32.1 29.9 32.8 31.2 35.9 35.6 11 12 13 14 37 .4 37 .5 38.9 36. 7 34 .6 38 .1 37. 5 39.6 38 .4 37.5 36.9 36 .1 35.1 34 .6 1 2 3 4 39.0 41.1 41.5 37.2 36 .2 33 .2 31.5 33. 7 1 2 3 4 10 1 2 3 4 33. 5 33.4 33. 4 33.3 11 12 13 14 1 2 3 4 10 40.5 42.3 42. 6 41. 4 39. 7 38.1 38.2 36.2 34.4 33.3 11 12 13 14 32.2 37 .2 27. 5 31.1 34. 0 34 .2 34.0 34.1 33. B 31.4 34.0 32.3 36. 7 36.0 1 2 3 4 10 37 .4 37 .2 38. 4 36.2 11 12 13 14 1 2 3 4 32.2 25.5 24.0 23.2 23.1 21.0 22.0 23.6 25.8 25.8 38.3 40.2 40.3 35.8 1 2 3 4 10 19.3 18. 7 18 .3 17 .9 1 2 3 4 10 11 12 13 14 39.3 41.0 41.4 40.4 38.9 37 .3 37. 8 35. 7 34.2 32.9 11 12 30.9 44.7 41.5 45.3 51.0 58.0 58 .3 50.5 45.4 42.1 32.0 37 .2 28.6 31.7 1 2 3 4 10 39. 7 37 .8 10 1 2 10 11 12 13 14 32. 2 25.6 24.2 23.6 23.2 21.1 22.2 23. 7 25.9 25.9 11 12 37 .3 39.3 41.8 44.8 49.7 54. 7 54 .4 49.4 44.6 41.4 19.3 18 .1 18.3 17. 9 1 2 3 4 10 44. 7 31.1 11 12 32.6 41.4 45.5 52.2 61.2 62.6 53.7 46.5 42.5 40.0 RECEIVER LEQ(H) Ll0 15 64.5 68.0 38.0 36.5 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 35.9 37. 7 39 .1 43.0 41.8 53 .8 58.0 57.0 52.5 48.1 10 47.6 32.7 11 12 13 14 19.2 19.6 20.0 20.4 27.4 21.4 25.1 23.1 21.1 23 .0 RECEIVER LEQ(H) Ll0 13 66.3 69.8 23.4 23 .9 24.9 31.5 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 lSTFL.STA 4/22/2002 5:38 PM 30.8 28.3 38.3 32.8 33.9 34.9 36.4 38.S 37.8 39.7 10 41.2 42.3 42.1 40.4 11 12 13 14 1 2 3 4 10 31.3 32.0 32 .2 32. 7 32.6 30.4 33 .3 31.8 36.6 36.3 11 12 13 14 38.2 38.4 39.9 38.0 37.0 40.4 39.4 41.l 39.6 38.5 37.8 36.8 35.5 34.7 1 2 3 4 40.S 43.0 43.9 39.8 36.0 32.6 30.7 32. 7 1 2 3 4 10 1 2 3 4 32.2 31.8 31.4 30.9 11 12 13 14 1 2 3 4 10 43.0 44.6 44.6 43.1 41.1 39.3 39.3 36.9 35.3 33.8 11 12 13 14 32 .6 37 .4 27 .6 30. 7 31.2 31. 8 32.0 32.4 32.3 30.1 33 .0 31.5 36.2 35.9 1 2 3 4 10 37. 7 37 .9 39.4 37 .2 11 12 13 14 1 2 3 4 31.3 24.6 23.3 22. 7 21.9 19. 7 20. 7 22.3 25.4 25.9 39.6 41.8 42 .4 38.1 1 2 3 4 10 19.4 18.9 18 .4 18.l 1 2 3 4 10 11 12 13 14 41. 3 42.9 43.2 41.9 40.2 38 .4 38 .6 36.4 34 .8 33 .4 11 12 28.4 41.3 37. 7 40.8 43.9 47.7 53. 5 57. 9 52.6 47.0 32 .4 37. 1 27 .4 30. 5 1 2 3 4 10 43 .1 40.6 10 1 2 . 3 10 11 12 13 14 31.2 24. 6 23.2 22. 7 23.2 21.3 22. 3 23. 9 26.1 26.1 11 12 40.2 42.1 46.1 so. 3 53.4 so .1 46.3 42.9 40.2 38 .1 19.6 19.0 18. 5 18.2 1 2 3 4 10 41.8 28.6 11 12 30.2 43. 8 40.3 43 .8 48 .5 54 .1 59.4 53.5 47 .4 43 .5 RECEIVER LEQ(HJ Ll0 18 63 .8 67 .3 40.1 38.1 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROA!MAY SEGMENT 38 ,3 40.4 43.2 46.8 51.9 55,3 52.0 47.1 43.1 40.4 10 44.0 30.5 11 12 13 14 18.8 19.1 19.4 19.8 26.l 25.7 23.5 22.4 21.l 23.4 RECEIVER LEQIH) Ll0 16 64.0 67 .5 23.8 24.4 25.4 32.0 l' 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROAOWAY SEGMENT 31.5 29.1 38.9 33.4 34.5 35.6 37.2 39.2 38.5 40.8 10 42. 7 44 .2 44 .1 42.S 1 2 3 4 10 11 12 13 14 19.1 19.5 19.9 20.3 27. 3 27 .3 24.6 21.4 20.8 22.9 ll 12 13 14 39.1 42.3 41.2 42.5 40.6 39.3 38.4 37 .4 36.0 35.1 23.3 23.9 24.9 31.S 1 2 3 4 10 36.4 32.9 31.0 33.0 1 2 3 4 11 12 13 14 32.4 31.9 31.4 30. 9 30.9 28.5 38.4 33.0 34.0 35.1 36.5 38.6 38.1 39.8 1 2 3 4 10 41.5 42.1 42.S 40.8 11 12 13 14 1 2 3 4 10 31.2 31.9 32.2 32.6 32.6 30.3 33.3 31.8 36.6 36.3 11 12 13 14 38.3 38.6 40.1 38.2 37.4 40.7 39. 7 41.3 39.1 38.7 37.9 36.9 35.6 34.8 1 2 3 4 40.7 43.3 44.4 40.4 36.1 32.1 30.8 32 .8 1 2 3 4 10 1 2 3 4 32.3 31.8 3' .. 4 31.0 11 12 13 14 1 2 3 4 10 43.S 45.2 45. l 43.4 41.3 39.S 39.5 36.9 35.3 33.9 11 12 13 14 32.6 37.4 27.7 30.9 31.2 31.8 32. 1 32 .s 32 .4 30.2 33 .l 31.6 36.J 36.0 1 2 3 4 10 37 .9 38.1 39.5 31.5 11 12 13 14 1 2 3 4 31.4 24.8 23.4 22.8 22 .1 u.0 20.a 22.3 24.5 25.4 39.8 42.1 42.8 38.5 1 2 3 4 10 19 .1 18.5 1.8.1 17 .7 1 2 3 4 10 11 12 13 14 41. 7 43.4 43,6 42.2 40. 5 38. 7 38. 7 36.5 34 .9 33. 5 11 12 27.9 40.5 36 .9 39. 9 42 .9 46.0 51.4 57 .8 55.0 48.4 32.4 37. 3 27 .4 30.4 1 2 3 4 10 44.0 41.3 10 1 2 10 11 12 13 14 31.0 24.4 23.0 22.4 21.5 20.0 22.2 23.8 26.0 26.0 11 12 40.9 43.6 47.3 51.6 53 .2 49.3 45.1 41.9 39.6 37.3 19.5 18.9 18.4 18.1 1 2 3 4 10 41.0 28.0 11 12 29.4 43.0 39.4 42.8 47.1 51.9 58 .3 55.248.7 44.4 RECEIVER LEQ(H) Ll0 19 63.9 67 .4 41.3 39.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38.7 41.0 43.9 ,&7,5 52.2 53 .7 50.l 45.2 42.2 39.7 10 43.2 29.8 11 12 13 14 18.0 18.3 18. 7 19.2 26.3 26.6 24.4 23.2 22.0 24.2 RECEIVER LEQ(Hl Ll0 17 63. 7 67 .2 24.7 25.2 26.2 32 .9 1 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32.3 29.8 39.1 33.9 34,8 36.l 31.6 39.1 39.0 41.4 10 43.4 45.0 45.1 43.6 1 2 3 4 10 11 12 13 14 19.1 19.4 19.8 20.2 27 .0 25.9 23.5 22.1 21.l 23.1 11 12 13 14 40.5 43.3 42.1 43 .3 41.3 40.0 39.0 38.0 36.6 35. 7 23.7 24.3 25.3 31.9 1 2 3 4 10 36.9 33.4 31.4 33 .4 1 2 3 4 11 12 13 14 32 ,9 32.4 31.9 31.4 31.4 28.9 39.0 33.3 34 ,3 35 .6 37 .o 39.1 38.5 40.5 1 2 3 4 10 42 .3 43. 7 43.6 42.0 11 12 13 14 1 2 3 4 10 31.7 32.3 32 .6 33.1 33.0 30.8 33. 8 32 .2 37 .1 36.8 11 12 13 14 38.8 39.1 40.8 38.9 38 .6 u.a 40.1 42 .2 40.3 39. l 38.2 31.2 35.9 35.1 l 2 3 4 41.S 44.2 45.4 41.6 36.4 32. 9 31.0 33.0 1 2 3 4 10 1 2 3 4 32. 5 32.0 31.5 31.1 11 12 13 14 lSTFL.STA 4/22/2002 5:38 PM 44.9 46.2 46.0 44.1 41.9 39.8 40.0 37.3 35. 7 34 .2 11 12 26.6 37 .9 34 .1 36.4 39.6 41. 7 45.1 49.0 55.4 57 .2 33.0 38.1 28.5 31.5 1 2 3 4 10 50.7 45.9 10 1 2 10 11 12 13 14 32.2 25.5 24.2 23.6 22.9 20.6 21.6 23.1 25.1 24.9 11 12 45.0 49.4 53 .2 52.0 47.6 44.0 41.2 38. 7 36.6 34.6 18. 7 18. 7 18.2 17 .9 1 2 3 4 10 38.4 26.5 11 12 27 .6 39. 7 36.l 38. 8 41. 9 44 .6 48.9 54. 9 57 .4 so. 9 RECEIVER LEQ(Hl Ll0 22 64.5 68.0 46.0 42 .6 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 42.2 45. l 49.S 53.0 51.8 47 .6 43. 7 40.9 38.6 36.5 10 40.2 27. 7 11 12 13 14 19. 8 20.1 20. 5 21.0 28.2 28.4 26 .3 25.0 23.8 26.0 RECEIVER LEQ{HI Ll0 20 63 .9 67 .4 26.4 27 .o 27. 9 34 .6 1 2 '· 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.1 31.5 40.8 34. 7 35. 7 37 .o 38.5 40.8 40.0 42.6 10 45. l 47 .4 48.2 46.9 1 2 3 4 10 11 12 13 14 18 .2 18. 5 18.9 19.4 26.6 26.9 24. 7 23.4 22.2 24.5 11 12 13 14 43 .3 45.9 44.l 45.0 42.6 41.1 40.0 38.8 37 .3 36.4 25.0 25.5 26.5 33.2 1 2 3 4 10 37 .5 34.0 32.0 33.9 1 2 3 4 11 12 13 14 33 .4 32 .8 32.3 31.8 32 .6 30.0 39. 7 34.0 35.0 36.2 37.7 40.0 39.2 41.6 1 2 3 4 10 43. 7 45.5 45.8 44.3 11 12 13 14 1 2 3 4 10 32.0 32. 7 33 .0 33.5 33.5 31.3 34 .3 32.8 37. 7 37. 5 11 12 13 14 39 .6 40.0 41.9 40.1 41.0 44.0 42.6 43.6 41.5 40.2 39.2 38.l 36. 7 35. 8 1 2 3 4 42 .8 45.9 47.8 44.7 37.0 33.5 31.5 33.5 1 2 3 4 10 1 2 3 4 33.0 32.4 32.0 31.5 11 12 13 14 1 2 3 4 10 48.5 49. 7 48. 7 46.0 43.2 41.0 40.9 38.2 36.3 34.8 11 12 13 14 33.6 39.2 30.2 33.3 31.7 32.4 32. 7 33 .1 33.1 30.9 33. 9 32 .4 37 .2 37 .o 1 2 3 4 10 38.9 39.3 41.0 39.1 11 12 13 14 1 2 3 4 33.9 27 .3 25.9 25.3 24.9 22.5 23.4 24.9 27.0 26.8 41. 7 44.4 46.0 42.4 1 2 3 4 10 20.0 19.5 18 .9 18 ,6 1 2 3 4 10 11 12 13 14 45.6 46.9 46.6 44.5 42 .2 40.1 40.2 37 .6 35 .8 34.4 11 12 26.2 37 .4 33.4 35.9 39.1 41.0 44.0 47.6 53.2 57.8 32. 9 38.3 28. 8 31.9 1 2 3 4 10 52.5 46.9 10 1 2 10 11 12 13 14 32.4 25.8 24.5 23.9 23.2 21.0 21.8 23.4 25.4 25.2 11 12 46.l so. 5 53.5 so. 7 46.5 43.1 40.5 38.0 36.0 33.8 18.5 17 .9 17 .3 17 .o 1 2 3 4 10 37.8 26.2 11 12 27. l 39.0 35.4 37.8 41.1 43. 5 47 .5 52. 7 57. 7 52. 7 RECEIVER LEQ IH) Ll0 23 64.9 68 .4 47 .3 43.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 42.9 46.2 so. 7 53.2 50.5 46.2 42.8 40.1 38.0 35.8 10 39.5 27 .2 11 12 13 14 20. 7 21.0 21.4 21.9 29.1 29.l 27.125,7 24.5 26.6 RECEIVER LEQ{H) Ll0 21 64.3 67 .9 27.l 27.6 28.7 35.3 1 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIStJTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.8 32.2 41.3 35.2 35.9 37 .3 38.9 41.0 40.5 42.9 10 45.9 48.6 49.6 48.4 1 2 3 4 10 11 12 13 14 19.3 19.6 20.1 20.5 27.8 27.9 25.9 24.5 23.4 25.S 11 12 13 14 44.5 47.0 45.0 45.6 43.1 41.S 40.3 39.1 37.6 36.6 26.0 26.6 27.6 34.2 1 2 3 4 10 37 .8 34.2 32.2 34 .2 1 2 3 4 11 12 13 14 33 .6 33.0 32.5 31.9 33. 7 31.l 40.4 34.6 35.S 36.8 38.4 40.4 39.8 42.5 1 2 3 4 10 44.6 46.8 47.3 46.1 11 12 13 14 1 2 3 4 10 32 .2 32 .9 33 .2 33. 7 33. 7 31.5 34.6 33 .1 38.0 37 .8 11 12 13 14 39.9 40.4 42.2 40 .6 42 .4 45.4 43.7 44.6 42.3 40.9 39.8 38 .6 37 .1 36.2 1 2 3 4 43.4 46.6 48.9 46 .1 37 .4 33.9 31.9 33.8 1 2 3 4 10 1 2 3 4 33 .3 32. 7 32.2 31.7 11 12 13 14 1 2 3 4 10 50.2 51.4 49.8 46. 7 43.8 41.0 41.0 38.5 36. 6 35.1 11 12 13 14 34.1 39. 7 30.9 34. l 32.0 32.6 33 .0 33 .4 33 .4 31.2 34 .2 32. 7 37 .6 37 .4 1 2 3 4 10 39 .4 39.8 41.6 39.9 11 12 13 14 1 2 3 4 34.6 28.0 26.6 26.0 25.6 23.2 24.225.7 27.8 27.6 42.6 45. 5 47.4 44.0 1 2 3 4 10 20.9 20.3 19.8 19. 5 1 2 3 4 10 11 12 13 14 47.6 48.7 48.0 45.5 42 .9 40 .8 40.6 38.l 36.2 34.6 11 12 25. 8 36 .6 32 .4 35.1 38.1 39.9 42.5 45.5 50.4 57 .1 33 .5 38.9 29. 8 32.9 1 2 3 4 10 55. 8 49.0 10 1 2 10 11 12 13 14 33.5 26.9 25.5 24. 9 24.5 21.9 23.1 24.6 26.5 26.3 11 12 48.3 52 .3 53 .1 49.0 44.8 41.8 39 .4 37 .1 35 .3 32. 7 19.6 18.9 18.4 18.1 1 2 3 4 10 37 .1 25. 7 lSTFL.STA 4/22/2002 5:38 PM 22.0 22.4 22.8 23.3 30.3 30.4 28.9 27.3 26.1 28.2 RECEIVER LEQ(HI LlO 24 65.4 68.8 28.6 29.1 30.2 36.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CON'I'RIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 36.5 33.8 42 .5 36.3 37 .1 38.4 39.9 42.3 41.9 44. 5 10 48.5 53 .2 55.6 54. 6 l 2 3 4 10 11 12 13 14 21.5 21.8 22.1 22.1 29. 7 29.1 21. 7 26.3 25.1 21.2 11 12 13 14 48.9 50,S 47.6 47.6 44.7 42.9 41.6 40.3 38. 7 37. 7 27. 7 28.2 29.2 35.9 1 2 3 4 10 38.8 35.2 33.2 35.1 1 2 3 4 11 12 13 14 34.4 33.8 33 .3 32. 7 35.3 32.8 41.8 35.4 36.4 37 .6 39.2 41.4 40.7 43.S 1 2 3 4 10 46. 6 49.6 50.9 50.1 11 12 13 14 1 2 3 4 10 32.9 33 .6 34.0 34.6 34.6 32.5 35.5 34.1 39.0 38.9 11 12 13 14 41.0 41.6 43 .6 42 .o 45.4 48.0 45.8 46.3 43. 7 42.0 40.8 39.5 38.0 37.0 1 2 3 4 45.0 48.6 52.0 50.5 38. l 34.6 32.6 34.S l 2 '· 3 4 10 1 2 3 4 33.9 33.3 32.8 32.2 11 12 13 14 l 2 3 4 10 57 .1 58.9 54.5 48.6 44.7 41.8 41.8 39.3 37. 5 36.2 11 12 13 14 35.2 41.1 32. 7 35.9 32 .5 33.l 33.5 34. 0 34 .0 31. 9 34.9 33 .4 38.3 38.2 l 2 3 4 10 40.3 40.8 42.7 41.1 11 12 13 14 l 2 3 4 36.3 29.5 28.1 27. 6 27 .2 25.1 25.8 27.1 29.2 29.0 43.9 47.3 49.9 47.3 l 2 3 4 10 22.3 21. 7 21. 3 20.9 1 2 3 4 6 10 11 12 13 14 52.1 52. 9 so. 9 47 .2 44,l 41.4 41.3 38. 7 36.9 35.4 11 12 24. 7 34.8 30.1 32 .8 36.1 37 .4 39.5 41.6 44.7 48.9 34.4 40.2 31.5 34. 7 1 2 3 4 10 56.2 57 .8 10 1 2 10 11 12 13 14 35 .1 28.5 27 .2 26.6 26.2 23. 9 24.8 26.3 28.5 28.3 11 12 53 .6 52 .8 48.5 43.9 41.3 38.9 36.8 34. 7 33.1 30.4 21.7 21.2 20.6 20.3 1 2 3 4 10 35.0 24. 7 11 12 25.5 36 .1 31. 7 34. 5 37. 6 39 .2 41.6 44 .4 48.5 54.8 RECEIVER LEQ(HI LlO 27 68.6 72 ,2 57 .8 51.1 10 1 2 10 ROAOWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROAIMA"l SEGMl!N'l' 49. 7 53. 5 52.047.7 43. 7 41.0 38. 7 36 .4 34. 7 32.0 10 36.5 25.4 11 12 13 14 22 .2 22 .6 23.0 23.3 30.4 30.6 29.5 27.9 26.7 28.8 RECEIVER t.EQ(H) LlO 25 66.1 69.6 29. 3 29. 8 30. 9 37 .6 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL, CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 37 .2 34.6 43.6 37.5 38.3 39.5 41.3 43.8 43.6 46. 7 10 50.4 55.5 S8. 7 56.0 1 2 3 4 10 11 12 13 14 21.9 22.3 22.8 23.2 30.2 30.2 28.5 26.9 2S.8 27.9 11 12 13 14 50.0 51.2 47.9 47.8 44.9 43.1 41.8 40.5 38.9 37. 9 28.3 28.8 29.8 36.5 1 2 3 4 9 10 39.0 35.4 33.4 35.3 1 2 3 4 11 12 13 14 34,6 34,0 33,4 32.8 36.1 33.5 42.0 3S,9 36.8 37 .9 39.5 41.8 41.2 44.0 1 2 3 4 10 47 .2 51.6 53.4 52.6 11 12 13 14 l 2 3 4 10 33.0 33. 7 34.1 34. 7 34.8 32.6 JS. 7 34.3 39.2 39.1 11 12 13 14 41.2 41. 7 43 .6 42.1 47 .1 49.1 46.4 46. 7 44.0 42.2 41.0 39. 7 38.1 37 .1 1 2 3 4 45.0 48. 7 S2.0 50.9 38.2 34.6 32.6 34.5 l 2 3 • 10 1 2 3 4 33.9 33.3 32.8 32.2 11 12 13 14 1 2 3 4 10 58.4 62. 7 56 .8 50.0 45.6 42.6 42.7 40.2 38.4 37 .2 11 12 13 14 36.1 42 .o 33.4 36. 5 32.4 33 .1 33.5 34.0 34.1 31.9 34.9 33 .s 38.4 38.3 1 2 3 4 10 40.4 40.9 42.9 41.3 11 12 13 14 1 2 3 4 36.9 30.2 28.8 28.3 27 .8 25.7 26.1 27.3 29.4 29.2 44.2 47 .8 50.8 48.6 1 2 3 4 10 22.6 22.0 21.5 21.1 1 2 3 4 10 11 12 13 14 54. 7 56.1 52 .8 48.2 44 .4 41.3 41.S 39.1 37 .3 35.9 11 12 24 .4 34.5 29.5 32 .3 35. 7 37 .1 39.2 41.0 43.9 47.5 34.9 40. 7 32.2 3S.5 1 2 3 4 10 53 .4 57 .1 10 1 2 10 11 12 13 14 35 .9 29.2 27 .8 21 .. 3 26. 9 24. 8 25 .5 27 .o 29.1 28.9 11 12 53 .2 51. 0 47 .1 43.0 40.6 38.4 36.4 34.5 32 .6 30.0 22. 3 21. 7 21.2 20.8 1 2 3 • 6 10 34.6 24.5 11 12 25. 2 35.2 30 .6 33.4 36.6 38. 0 40 .2 42.5 46.l so. 9 RECEIVER LEQ(H) LlO 28 69.8 73. 3 57. 6 54.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBU'l'IONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 51.9 53.3 49.3 45.1 42 .1 39.6 37 .4 35.3 33. 7 30.9 10 35.5 24.7 11 12 13 14 22.4 22,8 23 ,2 23, 7 30,6 30.8 30.9 29.4 28.2 30.4 RECEIVER LEQ(HI LlO 26 61.3 10 .8 30 .9 31.4 32.4 39.0 1 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38.6 36,l 44.9 38. 7 39.6 40.8 42.5 45.1 45.1 48.2 10 53.2 59.4 61. 7 56.4 1 2 3 4 10 11 12 13 14 lSTFL.STA 4/22/2002 5:38 PM 11 12 13 14 40.6 40.8 42.3 40.4 48.S 49,8 47.0 47.0 44.3 42.5 41.3 40.0 38.4 37.4 1 2 3 4 42.9 45.7 48.1 46.0 38.S 35,0 32.9 34.8 1 2 3 4 10 1 2 3 4 34.2 33.6 33.0 32.4 11 12 13 14 1 2 3 4 10 52.3 59.2 65.3 56.3 50.1 46.3 45.6 42.3 40.2 38. 7 11 12 13 14 37.S 43.1 34.5 37 .6 32.6 3).4 33.8 34.3 34.4 32.2 35.3 33.8 38. 7 38.6 1 2 3 4 10 40.7 41.2 43.l 41.5 11 12 13 14 1 2 3 4 38.0 31.3 30.0 29.4 28.9 26.7 26.4 27.8 30.0 30.0 44.4 47,8 51.0 49.6 1 2 3 4 10 23.5 22.9 22 .4 22.0 1 2 3 4 10 11 12 1' 14 56.5 64, 7 60.l 51.547.1 43. 7 43.7 41.1 39.3 38.1 11 12 25.0 34. 7 28.5 31.8 35.6 38.0 39.0 40.4 42.2 44.4 37 .1 43 ,o 34.8 37 .9 l 2 3 4 10 46.6 47.8 10 l 2 10 11 12 1' 14 38.4 31, 7 30.3 29.8 29 .3 27 .1 26.8 27.4 29.6 29.4 11 12 45.9 45.2 43 .s 41.5 39. 6 37.9 36.2 34. 7 31.9 29.1 22 .8 22,2 21.7 21.3 l 2 3 4 10 34.4 25.0 11 12 24.5 34. 5 29.2 32.2 35.6 37 .3 39.0 41.0 43 .4 46.4 RECEIVER LEO(H) LlO 31 69.1 72. 7 51.1 54.0 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 50.9 49. 0 45.8 42.6 40.2 38.2 36.3 34 .5 32 .3 29. 7 10 34.4 24.5 11 12 13 14 23.4 23. 7 24.1 24 .6 31.4 31.4 29.6 28.5 27.4 29.5 RECEIVER LEQ(Hl LlO 29 69.8 73 .3 30 .0 30.6 31.6 38 .4 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38.1 35.6 44.9 39.1 40.3 41.8 44.1 47.9 48.3 52 .4 10 59.1 61. 5 55.2 50.6 1 2 3 4 10 11 12 13 14 22.8 23.l 23.6 24.0 31.0 31.0 30.2 28.9 27.8 29.9 11 12 13 14 45.3 47 .4 44. 7 45.3 43.0 41.6 40.6 39.5 38.l 37 .2 30.4 30.9 32.0 38.6 l 2 3 4 10 38.4 35.0 32 .9 34.9 l 2 3 4 11 12 13 14 34 .2 33.5 32.8 32 .3 38.2 35.6 44.6 38.5 39.5 40.9 42.8 45.7 46.1 49.3 l 2 3 4 10 55.2 61.4 60.1 54.4 11 12 13 14 l 2 3 4 10 32.4 33 .1 33.6 34.1 34.3 32 .1 35.l 33. 7 38.4 38.l 11 12 13 14 40.0 40.3 41.9 40.l 47 .3 48.8 45.7 45.9 43.4 41.9 40.9 39. 7 38.3 37 .3 l 2 3 4 42 .6 45.2 47.2 44.6 38.5 35.0 33.0 34.9 1 2 3 4 10 l 2 3 4 34.l 33.4 32.8 32.2 11 12 13 14 l 2 3 4 10 50.3 54.8 64.1 60.2 52.3 47.7 46.7 43.0 40.7 39.1 11 12 13 14 37.8 43.3 34 .4 37 .4 32. 3 33.0 33.5 34.1 34.2 32.0 35.1 33.6 38.4 38.2 l 2 3 4 10 40.1 40.5 42.1 40.4 11 12 13 14 l 2 3 4 37. 7 30.9 29.5 28.9 28.5 25.9 26.5 28.1 30.3 30.3 42.9 46.1 48.8 46.8 l 2 3 4 10 23 .8 23.2 22. 7 22.3 l 2 3 4 10 11 12 13 14 53 .2 62.2 64.6 54.2 48.8 45.4 44.6 41.739.7 38.3 11 12 25.0 34.8 27 .9 31.5 35.2 37.7 38.6 39.8 41.3 43.1 37 .1 42.8 34.3 37 .4 l 2 3 4 10 44. 7 45.4 10 l 2 10 11 12 13 14 37.8 31.2 29.8 29.3 28.8 26. 7 26.2 27.7 29.9 29,8 11 12 44.0 43.5 42 .3 40.6 39.2 37.5 36.0 34.5 31.4 28. 7 23 .2 22.7 22.1 21.8 l 2 3 4 10 34.4 25.0 11 12 24 .9 34.6 28. 7 32 .1 35.6 38. 0 39.1 40.8 42.7 45.1 RECEIVER LEOIH) LlO 32 69.6 73 .2 48.0 49.6 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 47 .3 46.4 44.3 42.0 39.9 38.1 36.2 34. 7 32.0 29.4 10 34.4 24.B 11 12 13 14 23.6 23.9 24 .3 24. 7 31.6 31.6 29.9 29.0 27.9 30. 0 RECEIVER LEQ(H) LlO 30 69. 7 13.2 30.5 31.l 32 .2 38.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAI:M'AY SEGMENT 38. 7 36.2 45. 6 39. 9 41.1 42.8 45.3 49.0 49.9 54. 7 10 60. 7 60. 9 53 .9 50.1 1 2 3 4 10 11 12 13 14 23.1 23.4 23.8 24.3 31.2 31.1 30.l 29.0 27.9 30.0 11 12 13 14 44. 7 46.8 44.4 45.0 42.9 41.6 40.6 39.6 38.2 37 .4 30.5 31.1 32.1 38.8 l 2 3 4 10 38.6 35.2 33.2 35.l l 2 3 4 11 12 13 14 34 .4 33. 7 33 .1 32 .5 38.4 35.B 44.9 38.9 40.l 41.4 43.5 47.0 47.0 50.8 1 2 3 4 10 56.8 62.0 58.9 53.9 11 12 13 14 l 2 3 4 10 32.6 33 .4 33.8 34.4 34.5 32.3 35.3 33.8 38.6 38.2 11 12 13 14 40.1 40.3 41.8 39.9 47.0 48.? 45.7 46.0 43.7 42.4 41.5 40.4 39.1 38.2 l 2 3 4 42.4 45.1 47.2 44.6 39.4 36.0 33.9 35.8 l 2 3 4 10 l 2 3 4 35.0 34.2 33 .5 32.8 11 12 13 14 l 2 3 4 10 49.6 53.2 63 .3 63 .4 54 .3 49.1 47.9 43.9 41.4 39. 7 11 12 13 14 38.5 43.9 34.9 37 .9 32 .8 33.6 34 .1 34.8 34.9 32 .8 35 .9 34.4 39 .1 38.8 l 2 3 4 10 lSTFL.STA 4/22/2002 5:38 PM 11 12 13 14 38.2 31.4 30.0 29.4 29.0 26.2 26.6 28.3 30.5 30.5 11 12 40.9 40.9 40.2 38.9 38.0 36.6 35.4 33.7 30.5 27.4 2'.0 23.4 22.8 22.4 l 2 3 4 10 34.2 25.0 11 12 25.3 34.9 27.i 31.2 35 .l 37.5 38,3 39.4 40.8 42.3 RECEIVER LEQ(Hl LlO 35 68.6 72.1 43.7 44.5 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING LO OBA 11 12 ROADWAY SEGMENT 43.2 42. 6 41.5 40.0 38.9 37. 3 35.9 34.3 31.1 28.3 10 34.4 25.3 11 12 13 14 23.9 24.2 24.6 25.2 32.0 32.0 29.8 28.6 27.4 29.6 RECEIVER LEO(HI LlO 33 68.1 71. 7 30.1 30. 7 31.8 38. 7 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDJNG 1.0 OBA 11 12 13 14 ROADWAY SEGMENT JS. 7 36.3 45.9 40. 7 42.2 44.2 47.0 51. 8 54.0 58.9 6 10 58.9 53.6 •&8.2 45. 3 l 2 3 4 10 11 12 13 14 23.7 24.0 24.4 24 .8 31. 7 31. 7 29.4 28,2 27.0 29.1 11 12 13 14 40.6 43.1 41.4 42 .4 40. 5 39.3 38,4 37 .5 36.2 35.4 29.6 30.2 31.3 38.1 1 2 3 4 10 36.6 33.2 31.3 33.2 l 2 3 4 11 12 13 14 32. 7 32. l 31.6 31.0 38.1 35.6 44.9 39.3 40.6 42.2 44.6 48.6 49.7 54. 5 1 2 3 4 10 59.3 57 .3 S0.9 41.3 11 12 13 14 l 2 3 4 10 31.2 31. 9 32 .2 32. 7 32. 7 30,5 33.5 31.9 36.7 36.3 11 12 13 14 38.1 38.3 39. 7 37. 7 42.0 44.4 42.4 43.3 41.2 39.9 38.9 37.9 36.5 35.6 1 2 3 4 40.1 42.6 44 .1 40. 7 36.8 33.4 31.4 33.4 1 2 3 4 10 1 2 3 4 32.8 32.2 31.7 31.2 11 12 13 14 1 2 3 4 10 45.1 47.8 54 .2 62 .0 62. 7 54,5 51,5 46.3 43.1 41.1 11 12 13 14 39.5 44 .5 35, 1 38.1 31.4 32.0 32.4 32.9 32.8 30.6 33.6 32 .1 36.9 36.6 1 2 3 4 10 38.5 38.8 40.3 38.4 11 12 13 14 1 2 3 4 38.1 31.1 29.7 29.1 28.5 26.0 27,1 28. 7 30,9 30.9 40,8 43. 7 45.3 42.3 1 2 3 4 10 24.2 23.7 23.0 22.7 1 2 3 4 10 11 12 13 14 47 .o 50.6 59.4 63.4 55.6 50.0 47.9 44.0 41.4 39.6 11 12 34.1 35.l 26.6 30.0 33.9 36.5 37.1 37.9 38.8 39.8 38.2 43.5 34.5 3'1.5 l 2 3 4 10 40. 7 40.8 10 1 2 10 11 12 13 14 37 .6 30. 7 29.2 28.6 28.2 25. 6 26.8 28.4 30.6 30.6 11 12 39,9 39. 9 39.2 38.l 37 .3 36 .0 35.1 33 .2 30.0 26.9 24.0 23.3 22.7 22.4 1 2 3 4 10 34.1 32 .2 11 12 25.0 34. 7 27 .3 30.934.7 37 .2 38.0 39.0 40.3 41.5 RECEIVER 1,EQ(Hl LlO 36 69.3 72 .8 42. 7 42. 9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA, 11 12 ROADWAY SEGMENT 41. 7 41. 7 40.8 39.4 38.4 36 .8 35.6 34.0 30.8 27.8 10 34.2 25.0 11 12 13 14 24.1 24.3 24 .8 25.3 32 .2 32.2 29.9 29.0 27.9 30.0 RECEIVER LEO(H) LlO 34 68.4 '72.0 30. 5 31.l 32.2 39 .2 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING LO OBA 11 12 13 14 ROADWAY SEGMENT 39 .2 36.8 46.8 41. 7 43 .3 45.6 49.2 53.9 56. 7 61.0 10 58. S 52.8 47 .0 45.o 1 2 3 4 10 11 12 13 14 23.8 24.1 24.5 24.9 31,8 31.8 29.6 28.4 27.3 29.4 11 12 13 14 40.4 43.0 41.3 42.5 40.6 39.5 38.8 37 .0 36.6 35.8 29.8 30.4 31.5 38.4 l 2 3 4 10 37 .1 33. 7 31.8 33.7 l 2 3 4 11 12 13 14 33 .l 32. 5 32.0 31.4 38.4 35.9 45.3 40.0 41,3 43.l 45.8 49.9 51.4 S6.6 1 2 3 4 10 59.9 56.3 50.0 46.7 11 12 13 14 l 2 3 4 10 31. 6 32.3 32.6 33.l 33 .1 30.9 33.9 32.4 37 .1 36. 7 11 12 13 14 38.4 38.5 39.9 37.8 41.6 44.0 42.1 43.1 41.0 39.8 38.9 37.8 36.S 35.7 l 2 3 4 40.l 42.5 43.8 40.4 36.9 33.5 31.5 33.5 1 2 3 4 10 l 2 3 4 32.9 32.3 31.8 31.2 11 12 13 14 l 2 3 4 8 10 U.7 47 .4 52. 7 59. 7 64.4 57.7 53.4 48.0 44.3 41. 9 11 12 13 14 40.3 45.1 35.6 38,5 31.4 32.1 32.4 32.9 32.9 30. 7 33. 7 32.2 36.9 36.6 l 2 3 4 10 38.5 38.7 40.2 38.2 11 12 13 14 1 2 3 4 38.5 31.6 30.1 29.5 28.8 26.2 27 .3 28.9 31.l 31.0 40.6 43.3 44.9 41.6 1 2 3 4 10 24 .4 23 .8 23 .2 22. 9 1 2 3 4 10 11 12 13 14 46.8 49.8 57.4 63.a sa.s s1.1 49,4 45.0 42.l 40.2 11 12 34.1 36.2 26.4 29. 7 33. 7 36.2 36. 7 37 .s 38.3 39.2 38.8 43.9 34.8 37. 7 l 2 3 4 10 40.0 40.2 10 l 2 10 11 12 13 14 37. 8 30.9 29.S 28.9 28.4 25.8 26.9 28. 5 30.8 30-7 11 12 39.4 39.3 38 .1 37 .6 36.9 35.7 34.8 33.0 29.8 26.5 24.l 23.5 22.9 22 .6 1 2 3 4 10 34.9 32.6 11 12 25.1 34 .8 27.0 30.7 34. 5 36 .9 37 .6 38.6 )9. 7 40.8 RECEIVER LEO(Hl LlO 37 67 .5 71.1 41.9 41.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA lSTFL.STA 4/22/2002 5:38 PM ROADWAY SEGMENT 10 11 12 13 14 24.0 24.2 24.8 2S.2 32.2 32. 1 29.8 28.6 27.5 29.7 30.2 30.7 31.9 38.8 1 2 3 4 10 11 12 13 14 38.9 36.5 46.4 41.2 42.8 45.J 48.9 53.5 55.4 58.2 S6.3 51.6 46.9 44.4 1 2 3 4 10 11 12 13 14 39.8 42.4 40.7 41.9 40.0 38.B 38.1 37.1 35.8 35.0 36.3 32.9 31.0 33.0 1 2 3 4 32.4 31.8 31.3 30.7 1 2 3 4 10 11 12 13 14 31.0 31.6 32.0 32,4 32 .4 30.2 33.1 31.6 36.3 36.0 37.7 37.9 39.J 37 .2 1 2 3 4 39.S 41.9 43.4 39.9 1 2 3 4 10 11 12 13 14 44.1 46.5 51.8 57 .8 61. 7 57 .4 53 .3 48.1 44 .4 41.9 40.1 44.9 35.4 38.2 1 2 3 4 10 11 12 13 14 38 .2 31.2 29.7 29.2 28.5 26.2 27 .2 28.8 31.0 31.0 24.3 23. 7 23 .1 22.8 1 2 3 4 10 11 12 34 .2 36.6 26 .4 29.8 33.8 36.436.7 37 .5 38.3 39.1 39 .9 39.8 10 1 2 10 11 12 39.0 39 .1 38.6 37 .6 36. 9 35.8 35.0 33.0 29.9 26.6 35.3 32. 7 RECEIVER LEQIHJ LlO 38 64.8 68.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ROADWAY SEGMENT 10 11 12 13 14 24.4 24.9 25.3 25.7 31.8 31.9 29.7 28.2 27.3 29.4 29.9 30.5 31.6 38.6 1 2 3 4 10 11 12 13 14 38.5 36.2 46.0 40.9 42.5 44.6 48.2 51.8 52.3 54.0 53.1 49.9 45.S 43.4 1 2 3 4 10 11 12 13 14 38.9 41.6 40.0 41.2 39.3 38.2 37.4 36.4 35.1 34.3 35.6 32.2 30.3 32.3 1 2 3 4 31.8 31.3 30.8 30.3 l 2 3 4 10 11 12 13 14 30.5 31.2 31.5 31.9 31.8 29.6 32.5 31.0 35.7 35.3 37 .1 )7 .) 38. 7 36. 6 1 2 3 4 39.0 41.4 42. 7 39 .2 1 2 3 4 10 11 12 13 14 43.4 45.8 50.5 54.9 56.8 54 .8 52.4 47.6 44.6 41.9 39.9 44, 7 3S.O 37.9 1 2 3 4 10 11 12 13 14 38.0 31.0 29.S 28.9 28.1 26.0 27 .o 28. 6 30.7 31.6 25.8 25.2 24.7 23.7 1 2 3 4 10 11 12 34.4 37 .3 26. 7 30.0 34 .2 36. 7 37 .o 37. 7 38 .4 39.1 39. 7 39.4 10 1 2 10 11 12 38.6 38.9 38.5 37.6 37.0 36.1 35.3 33.3 30.3 26.8 36.0 32.9 lSTFL.STA 4/22/2002 5:38 PM STAll2Wl veraion 1.20 STAMINA 2 . 0 /BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDIC1'ION MODEL MODIFIED TO: NOTE: 1. ALLOW EQUIVALENT SPEED$ BELOW 30 MPH PER NCHRP JU; 2 . CORRECT MEDIUM TRUCK BARRIER CALCULATION ERP.OR BY USING VEH4, VEHS AND VEH6 FOR CARS, MT AND HT; ANO 3 . PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL. DTA TO ALLCM 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 T£L 615-327-8130, FAX 615-327-8137 IN STAM2VU1, THE TAAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2. 0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTXO BELOW IN THE • .STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS-ENGLISH , OUTPUT UNITS-ENGLISH ) Calavera Hills Village E-1 -daytime t.raffic EMISSION LEVELS: Calveno Levels (trucks>30mph) 0Pfl0GRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .oo .oo .00 .000 2.300 8.000 OROADWAY 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 OROADWAY 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 OROADWAY 69 l 2 CODE 1 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT An.TUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT ADJUSTMENT FOR PASSENGP. CARS HEIGHT ADJUSTMENT FOR HEAVY TRUCKS HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO (CARS! (HT) (MT) (VEH4) CO = 5.20 Cl = 38.80 SO = HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEHS) MT--CAL VENO CO -= 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 WHICLES (VEH6) HT--CALVSNO CO a: 50.40 Cl ai 19.20 so • College Boulevard -nb (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT o. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10, 50.0 --- - ------ --COORDINATES--- - - - ---- --- X y z GRADE 6243206. 7 2002908 .5 170 .0 1 6243168. 3 2002983. 2 176.0 1 6243133 .3 2003060 .1 182.0 1 6243102. 3 2003145.4 188.0 1 6243072. 9 2003238 .8 194.0 1 6242965 .4 2003596.6 220.0 1 6242882. 9 2003870 .1 240.0 1 6242842. 3 2004006. 6 250.0 l 6242813. 3 2004094. 4 256.0 l 6242788.3 2004157. 9 260.0 1 6242746. 4 2004250 .1 266.0 1 6242697. 3 2004338. 8 272 .0 1 6242641. 1 2004425.4 278.0 l 6242567 .9 2004525 .4 284.0 1 6242321. l 2004861. 6 304.0 1 College Boulevard -nh contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30. 0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 -------- - - --COORDINATES---------- ---X y z GRADE 6242321.1 2004861. 6 304.0 l 6242172. 9 2005062. 9 316.0 1 6242116.1 2005139. 7 322.0 1 6241879 .2 2005461.6 350.0 1 62418'2,3 2005514. 7 354.0 l 6241806, 7 2005572 .6 358.0 l 6241772. 6 2005639.4 362.0 1 6241739 .8 2005719. 7 366.0 l 6241709 .8 2005821. 0 370.0 l 6241696.1 2005887 .2 372.0 l 6241684.5 2005970 .1 374.0 1 6241682. 3 2006070. 4 375.4 1 6241691.1 2006188. 5 376.0 1 6241710.4 2006288. 5 378.0 0 6241740.4 2006386. 0 377 .0 0 Colleg-e Boulevard -nb (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. so.a ----- - - --- --COORDINATES-- - - - --- - - --- X y z GRADE 6241740, 4 2006386. 0 377 .a 0 6241752. 5 2006417. 0 376.0 0 6241783. 9 2006487 .6 374 .o 0 .oo .oo .00 2NDFL.STA 4/22/2002 3 6241817. 6 2006549.6 372.0 0 4 6241887 .3 2006652. 5 370.0 0 5 6241954. 9 2006738 .1 368.0 0 6 6242021. 3 2006821.2 366.0 0 7 6242089. 7 2006907 ~6 364.0 0 8 6242157. 2 2006992 .4 362 .o 0 9 6242216. 9 2007067. 6 360.0 0 10 6242274. 8 2007140 .4 358.0 0 11 6242366. 2 2007259. 6 356.0 0 12 6242410. 8 2007327. 5 354.0 0 13 6242439. 8 2007376. 4 352 .0 0 14 6242486. 3 2007465. 0 348.S 0 OROAIMAY College Boulevard -tu) contd. (n-of-cvd) VEHICLE. TYPE VEHICLES/HOUR SPEED CARS o . 30. 0 HT o. 30.0 MT o. 30 .0 VEH4 1192. 50.0 VEHS 44. 50.0 VEH6 16. 50.0 - - - - - - - - ----COORDINATES---- --- - - - - -- X y z GRADE 14 6242486. 3 2007465.0 348.5 0 15 6242526. 2 2001556. 9 345.0 0 16 6242560. 6 2007651. 0 341.5 0 17 6242593. 7 2007746. 4 338.0 0 18 6242626.6 2001841. 3 334.S 0 OROADWAY College Boulevard -sb (n-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30, 0 HT o. 30.0 MT o. 30. 0 VEH4 1192. 50.0 VEH5 44. 50.0 VEH6 16. 50.0 --- ---------COORDINATES------------- X y z GRADE 1 6242587. 6 2007857 .1 334 .5 1 2 6242555.0 2007763. 7 338.0 1 3 6242521.2 2007666.3 341.5 1 4 6242487. 8 2007S74. 3 34S.O 1 5 6242449.3 2007486 .1 348. 5 1 6 6242411. 8 2007413 .1 352.0 1 7 6242389. 6 2007374. 3 354.0 1 8 6242342 .o 2007299 .1 356.0 1 9 6242311.5 200725S. 8 358.0 1 10 6242221.4 2007140. 5 360.0 1 11 6242152 .1 2007053. 8 362.0 1 12 6242067. 3 2006946. 5 364.0 1 13 6241996 .4 2006857. 7 366.0 1 14 6241918.6 2006760. 0 368.0 1 15 6241881. 3 2006712. 9 370.0 l OROA!MAY College Boulevard -sb contd. (n-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPESD CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. so.a VEH5 44. 50,0 VEH6 16. 50.0 - - - - - - ------COORDINATES-------- - ---- X y z GRADE 15 6241881. 3 2006712. 9 370.0 1 16 6241826. 9 2006641. 0 312 .o 1 17 6241763 .1 2006538.4 374 .0 1 18 6241714. 9 2006437 .1 376. 0 1 4 (1) 6241701. 7 2006402. 9 377 .0 l OROAIMAY College Boulevard -sb (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. so.o - - ----------COORDINATES-------------X y z GRADE 4 6241701. 7 2006402. 9 377 .o l 5 6241669.8 2006299 .1 378.0 0 6 6'241649. 8 2006196.0 316.0 0 7 6241639. 8 2006071. 6 375.4 0 8 6241643. 6 2005967 .2 374 .o 0 9 6241653.6 2005881.0 112 .a 0 10 6241668. 6 2005811. 0 370.0 0 11 6241700. 4 2005705 .4 366 .o 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 OROADWAY College Boulevard -sb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEE[) CARS 0. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEHS 27. 50.0 VEH6 10. 50.0 - - ---- - - - - --COORDINATES-- - - ------- -- X ~ z GRADE 18 6242286. 7 2004836. 6 304. 0 0 19 6242534 .2 2004501. 0 284 .o 0 20 6242606. 7 2004401.6 2"18.0 0 21 6242661.1 2004317.2 272 .0 0 22 6242708. 6 2004231.0 266.0 0 23 624274.9 .8 2004141.3 '260.0 0 24 6242773. 9 2004080 .1 256.0 0 25 6242801. 7 2003994. 7 250.0 0 26 6242842. 9 2003857. 9 240.0 0 27 6242925. 4 2003584. 7 220.0 0 28 6243032. 9 2003227. 2 194.0 0 5:38 PM 29 62'3062. 0 2003131.9 188.0 0 42 6241612. 2 2006224. 7 376.4 376.4 30 6243094. 8 2003044. 7 182.0 0 43 6241604.7 200622S.3 376.4 376.4 31 6243130 .4 2002964. 7 176.0 0 44 6241597. O 200622S. 8 376.4 376.4 32 6243170.4 2002887. 9 170.0 0 1 BARRIER TYPE(A) Pad Edges contd. 6 (gate) OROAIMAY Carlsbad Village Drive -eb - - --- - - --COORDINAT!S-- - ----- - - X y z zo DELZ p VEHICLE TYPE VEliICLES/HOUR SPEED 41 6241621. 2 2006224. 6 376.4 376 .4 .0 0 CARS o. 30.0 49 6241614.9 2006202.2 377 .6 377 .6 HT 0. 30.0 1 MT 0. 30.0 VEH4 534. 4S.O BARRIER TYPE(A) Pad Edges contd. 7 VEHS 10. 45.0 VEH6 2. 45.0 ---------COORDINATES---------- ---- ------ --COORDINATES-------------X y z zo DELZ p X y z GRADE 45 6241586. 5 2006204. 6 376.2 376.2 .0 0 eb 6239065. 5 2005793 .1 266.0 1 46 6241595.6 2006203.8 376.5 376.5 eb2 6239434. 0 2005883. 6 270.0 1 47 6241602. 5 2006203. 5 376. 7 376. 7 1 6240'728. 0 2006265. 6 347 .3 1 48 6241608. 3 2006202. 9 376.9 376.9 2 6240822. 0 2006297. 8 354.3 1 49 6241614. 9 2006202 .2 377 .6 377 .6 3 6240917.4 2006329. 6 361.3 1 50 6241611. 0 2006172. 2 377 .o 377 .0 4 6241012. 5 20063S9. 8 368.0 1 51 6241607. 3 2006128. 6 376.8 376.8 5 6241107. 5 2006381.3 373 .4 l 52 6241606. 9 2006126. 7 376. 7 376. 7 6 6241204. 3 2006392. 9 377 .4 l S3 6241605. O R006083. O 376.3 376.3 7 6241301. 6 2006394. 9 380.0 1 54 6241604. 2 )006056. 0 375.2 375.2 8 6241400. 0 2006387 .2 381.2 0 1 9 6241495. 5 2006370.0 381.0 0 10 6241591. 0 2006343. 6 379.5 0 BARRIER TYPE(A) Pad Edges contd. 8 11 6241686. 6 2006315. 7 378.0 0 ---------COORDINATES------- - - - X y z zo DELZ p OROADWAY 10 carlsbound Village Drive -wb S4 6241604.2 2006056.0 375.2 375 .2 .0 0 S5 6241604. 7 2006027. 3 375. l 375.l 56 6241606. 7 2005983. 9 374. 5 374.5 VEHICLE TYPE VEHICLES/HOUR SPEED 57 6241606. 7 2005981. 0 374.2 374.2 CARS 0. 30.0 58 6241610 .3 2005937. 7 373.1 373.1 MT o. 30.0 S9 6241613. 3 2005915. 6 373 .2 373.2 MT o. 30.0 60 6241581. 0 2005903. 4 372 .0 372.0 VEH4 534. 45.0 61 6241563. 5 2005898 .5 372 .o 372. 0 VEHS 10. 45.0 62 6241538. 8 2005891. 6 370.4 370.4 VEH6 2. 45.0 63 6241502. 9 2005878. 4 368.0 368.0 --- - - - - - - - --COORDINATES-- - - - - - - - - - - -1 X y z GRADE 1 6241699.0 2006356. 0 378.0 1 BARRIER TYPE(A) Pad Edges contd. 9 2 6241601, 7 2006384. 3 379.5 1 3 6241S04. S 2006411.0 381.0 1 - - - - - ----COORDINATES-- - - --- ---4 6241403. 5 2006429.1 381.2 0 X y z zo DELZ p 5 6241303. 8 2006436.9 380.0 0 63 6241502. 9 200S878. 4 368.0 368.0 .o 0 6 6241201.4 2006434.8 377 .4 0 64 6241442. 3 200S856. 3 366.0 366.0 1 6241099.6 2006422 .6 373.4 0 65 6241381. 7 2005837 .2 364.0 364.0 8 6240999.3 2006399. 7 368. 0 0 66 6241278.6 2005800.0 362.0 362.0 9 6240903. 5 2006369 .2 361.3 0 67 6241154. 7 2005755. e 358.0 3S8.0 10 6240809. S 2006337. 9 354.3 0 68 6241136.6 200S749.2 358.0 3S8.0 11 6240714. 9 2006305.6 347 .3 0 69 624108S. 9 200S731. 1 3S8.0 358.0 wb 6239425. 7 200S913. 9 270.0 0 70 6241075. 0 2005729. 2 3S8.0 3S8.0 wb2 62390S9. 8 200S82S .2 266.0 0 71 6241055.6 2005725.5 357 .6 357 .6 1 72 6241015. 7 2005711. 7 363.3 363.3 1 BARRIER 1'YPE(A) Pad Edges BARRIER 10 TYPE(A) Pad Edges contd.10 ____ .,. ----COORDINATES---------- X y z zo DELZ p ----- - - --COORDINATES-- - --- - - - - 1 6240931. 4 200S942. 0 365.8 365.8 .o 0 X y z zo DELZ p 2 6240910.9 2005952.8 365.8 365.8 72 6241015. 7 2005111.1 363 .3 363.3 .o 0 3 6240892. S 2006012. 5 36S.8 365.8 73 6240993. 9 2005704. 8 363.3 363.3 4 6240893. 5 2006014. 4 366.8 366.8 74 6240967. 7 2005775. 2 363.3 363.3 5 6240876. 0 2006084. 5 366.8 366.8 75 6240969.3 2005776.2 364.3 364.3 6 624087S .1 2006086 .4 367. 5 367 .5 76 6240948. 8 2005833. 3 364.3 364.3 7 62408S8. S 2006158. 3 367. 5 367 .5 77 6240960. 7 2005855. 0 364.3 364.3 8 62408S8. 0 2006160. 7 368. 5 368.5 1 9 6240844 .1 2006219. 8 368.5 368.S 10 62408S9.2 2006246.0 368.5 368.S BARRIER 11 TYPE(A) Road Edges 1 ---------COORDINATES---------- BARRIER 'l'YPE(A) Pad Edges contd. 2 X y z zo DELZ p 0 6239439. 0 2005867. 6 270.0 270.0 .o 0 ---------COORDINATES----------1 6240733. 2 2006243. 2 347 .3 347 .3 X y z zo D'&L'Z. p 2 624082"1. 8 2006277. 9 354.3 354.3 10 62408S9. 2 2006246. O 368.5 368.S .0 0 3 6240923.2 2006310.S 361.3 361.3 11 6240871.1 20062S3. 9 368.5 368.5 4 6241018 .1 2006339. 6 368.0 368. 0 12 6240915. S 2006274. 7 369.0 369.0 5 6241111.1 2006361. 8 373 .4 373 .4 13 6240928. 7 2006281. 9 369.0 369.0 6 6241205. 0 2006312. 3 377 .4 377 .4 14 6240956. 7 2006297 .1 369.0 369.0 7 6241301. 7 2006374. 9 380.0 380.0 15 6240983. 7 2006312 .1 369 .o 369.0 8 6241398.3 2006366.3 381.2 381.2 16 62'0986.1 2006309.6 3'70.B 310.8 9 6241490.8 2006349.1 381.0 381.0 17 6241031.3 2006328. 6 370. 8 370.8 1 18 6241059.6 2006335.6 370.8 370.8 19 6241062 .2 2006336. 2 371.8 371.8 BARRIER 12 TYPE(A) Road Edges contd.2 1 ---------COORDINATES---------- BARRIER TYPE(A) Pad Edges contd. 3 X y z zo DELZ p 9 6241490. Q 2006349. 7 381.0 • 381,0 .o 0 - - - ------COORDINATES-- ---- ----10 6241585.4 2006323.9 379.5 379.5 X y z zo DELZ p 11 6241629.5 2006310.0 378.6 378.6 19 6241062. 2 2006336. 2 371.8 371.8 .o 0 12 6241640. 8 2006298 .1 378.2 378.2 20 6241088. 5 2006340. 2 371.8 371.8 13 6241647. 0 2006282. 7 378.3 378.3 21 6241127. 7 200634S. 8 373.5 373.5 14 6241631. 6 2006194. 7 376.0 376.0 22 6241141. 9 2006348 .1 374.5 374.5 1S 6241624 .1 2006122 .4 376.0 376.0 23 6241144.2 2006348.1 314.5 374.S 16 6241624..6 2005984.9 314.0 374..0 24 62411 75. 8 2006352. 8 376.0 376.0 17 6241634. 5 2005891. 3 372 .0 372 .o 25 6241200. 5 2006355. 7 377 .1 377 .1 18 6241648. 9 2005819 .1 370.0 370.0 26 62'1222. 6 20063S9. 0 378.2 378.2 1 27 6241266 .1 2006357. 7 378. S 378.5 28 6241299. 3 20063S6. 7 377 .4 377 .4 BARRIER 13 TYPE(A) Road Edges contd.J 1 --- ------COORDINATES-- - - - - - - - - BARRIER TYPE(A) Pad Edges contd. 4 X y z zo DELZ p 18 6241648. 9 2005819 .1 370.0 370.0 .o 0 -- --- - - --COORDINATES-- - ---- - - - 19 6241663. 3 2005759. 6 368.0 369.0 X y z zo DELZ p 20 6241679. 5 2005709. 3 366.0 366.0 28 6241299 .3 2006356. 7 377 .4 377 .4 .o 0 21 6241696. 9 2005663 .1 364 .o 364 .o 29 6241332. 3 2006355. 4 379.0 379.0 22 6241714. 2 2005620. 9 362 .o 362.0 30 62'1378.4 2006353.7 380 .6 380.6 23 6241732. 7 2005584. 0 360.0 360.0 31 6241382. 0 2006353. 4 380. 8 380.8 24 6241769. 7 2005516. 9 3S6.0 356.0 32 624142S. 5 2006345. 8 379 .8 379.8 2S 6241807. 2 2005458. 0 352.0 3S2 .0 33 6241457. 7 2006338. 7 379. 5 379.5 26 6241843. 6 2005406. 6 348.0 348.0 34 6241491. 7 2006332. 0 379.6 379. 6 27 6241877 .1 2005360. 4 344.0 344 .0 35 6241S34. 9 2006322. 9 380.5 380.S 1 36 6241537 .4 2006322. 7 380.4 380.4 37 6241519.2 2006310.4 319. l 319. l BARRIER 14 TYPE(Al Road Edges contd. 4 1 ---------COORDINATES---------- BARRIER TYPE(A) Pad Edges contd. 5 X y z zo DELZ p 27 6241877.1 2005360.4 344 .. 0 344 .o .o 0 ---------COORDINATES----------28 6241912. 9 2005312. 4 340.0 340.0 X y z zo OELZ p 29 6241945. 9 2005267. 3 336.0 336.0 37 6241579. 2 2006310. 4 319.1 319.1 .0 0 30 624.1980 .0 2005221.1 332.0 332.0 38 624160S. 6 2006302. 3 378.3 378.3 31 6242013. 5 2005176. 6 328.0 328.0 39 6241616. 7 2006284. 9 377 .4 377 ,4 32 6242048 .1 2005129. 8 324 .o 324 .o 40 6241628. 7 2006264-7 377 .o 377 .0 33 6242082. 2 2005084. 2 320.0 320 .o 41 6241621. 2 2006224. 6 376.4 376.4 34 6242119.8 2005032.2 )16.0 316.0 2NDFL.STA 4/22/2002 5:38 PM 35 6242169. 5 2004966. 3 312.0 312.0 .o .o .0 .o .0 .o .0 .o .o .o 36 6242218. 0 2004898 .1 308.0 308.0 .o .0 .o .o .0 .o .0 .o .o .o 1 .0 .o .0 .o .0 .o .0 .o 8 . .0 .o .o .o .o .0 .o .o .o .o BARRIER 15 TYPE(A) Road Edges contd. 5 .o .o .o .o .0 .o .o .o .o .0 .0 .0 .o .0 .o .o .o .0 .o .o ---------COORDINATES----------.o .0 .o .0 .0 .o .o . 0 X y z zo OELZ p 9 . .o .0 .o .0 .0 .0 .o .o .0 .o 36 6242218. 0 2004898.1 308.0 308.0 .0 0 .0 .0 .o .0 .0 .0 .o .0 .0 .o 37 6242267 .1 2004831.1 304.0 304.0 .o .o .o .0 .0 .o .o . 0 .0 .o 38 6242316. 2 2004764. 7 300.0 300.0 .o .0 .o .o .0 .o .o . 0 39 6242366. 5 2004697 .1 296.0 296.0 10 .o .o .0 .0 .0 .0 .o .0 .o .o 40 6242415.0 2004630.l 292.0 292.0 .0 .0 .o .0 . 0 . 0 .o .o ,0 .o 41 6242465. 3 2004563. 0 288 .o 288.0 .0 .0 .o .o .o .o . 0 .0 .0 .o 42 6242514.4 2004496.0 284.0 284 .0 .o .0 . 0 .0 .o .0 . 0 .0 43 6242564 .1 2004429. 0 280.0 280.0 44 6242607 .4 2004367. 8 276.0 276.0 45 6242642 .1 2004312. 9 212.0 272.0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY DOWN 1 1 . 0 .0 .o .o .o .0 .o .o .o .o BARRIER 16 TYPE(A) Road Edges contd. 6 .o .0 .o .o .0 .o .0 .o .0 .0 .o .0 .o .o .o .o . 0 . 0 .0 .0 --- ------COORDINATES----------.0 .0 .o . 0 .0 .o .0 .o X y z zo OELZ p 2 . 0 .0 .0 .0 .0 . 0 .o .0 .o .0 45 6242642 .1 2004312. 9 272.0 272.0 .0 0 . 0 .o .o .0 . 0 . 0 .o .o .0 .o 46 6242613 .9 2004256 .2 268.0 268.0 .o .0 .0 .o•. .o .0 . 0 .0 .o . 0 47 6242703. 3 2004197. 9 264 .o 264.0 .0 .0 . 0 .0 • .0 .o .0 . 0 48 6242729. 3 2004140 .1 260.0 260.0 3 . .o . 0 .o .0 .0 . 0 .0 .o .o .0 49 6242753. 6 2004080. 0 256.0 256.0 .o .o .o .0 .o .o .o .0 .0 . 0 50 6242113. 2 2004021. l 252.0 252.0 .0 .o .o .0 .o .o . 0 . 0 .0 . 0 51 6242789.4 2003966.8 248. 0 248.0 .o .o .0 . 0 .o . 0 .0 .o 52 6242807. 3 2003912. 5 244.0 244.0 4 .o .o .0 .o .0 .o .o .o .o . 0 53 6242831. 0 2003830. 4 238.0 238.0 .0 .o .0 .o .o .o .o .o .0 .o 54 6242855. 3 2003148 .4 232.0 232.0 .o .o .0 . 0 .o .0 .o .0 .0 .o 1 .o . 0 .0 .o . 0 . 0 .o .o 5 • . 0 .o .0 .0 . 0 .o .0 .o .0 . 0 BARRIER 17 TYPE(A) Road Edges contd. 7 .0 .0 .o .0 .0 .o .0 .o .o .0 .0 .o .0 .0 .0 .o .o .0 .o .0 ---------COORDINATES----------.o .0 .o .o . 0 . 0 .o .o X y z zo DELZ p 6 • .o .0 .0 .0 .o .o . 0 .0 .0 .o 54 6242855.3 2003748.4 232.0 232.0 . o 0 .o .0 .o .o .0 .0 .o . 0 .0 .o 55 6242880. 7 2003665. 8 226.0 226.0 .o .o .0 .0 .o .o .0 .o .0 .0 56 6242905. 5 2003583. 2 220.0 220.0 .0 .0 .o .0 .0 .o .o .0 57 6242929. 8 2003501. 7 214.0 214 .0 7 . .0 .0 .o .0 .0 .o . 0 .0 .o .0 58 6242954. 7 2003420. 2 208.0 208.0 .0 .o .0 . 0 .0 .0 .0 .0 . 0 .o 59 6242980. 1 2003338. 2 202.0 202.0 .o .o .0 .0 .o .0 .o .0 .0 .o 60 6243004. 3 2003255. o 196.0 196.0 .o .0 .0 .o . 0 .0 .o .o 61 6243030. 9 2003164. 8 190.0 190.0 8 • .o .o .0 .0 .o .o .0 .o .o .0 62 6243063. 9 2003069. 5 184.0 184.0 .0 .o .o .0 .0 .o .0 .o .o .o 63 6243098. 5 2002988. 1 118.0 118.0 .0 .0 .0 .o .0 .o .0 .0 .o .0 1 .o .o .0 .0 .o .0 .0 . 0 9 • .o .0 .0 .0 .0 .o .0 . 0 .o .0 BARRIER 18 TYPE(A} Road Edges contd. 8 .0 .0 .o .0 .o .o .0 .o .o .0 .0 .0 .o .o .0 .0 .o .0 .0 .o ------ ---COORDINATES----- -_.,. --.0 .0 .o .o .0 .0 . 0 .0 X y z zo OELZ p 10 .o .0 .o .o .o .o .o .0 .o .0 63 6243098. 5 2002988 .1 178.0 178.0 .o 0 .o .0 .o .o .o .0 .o .o .o .0 64 6243123.4 2002936.1 174.0 174.0 .o .o .o .0 .0 .o .o .o .0 .0 65 6243152. 3 2002882. 3 170.0 170.0 .o . 0 .o .o . 0 .0 .o .o 1 Receivers (at 15 feet) RECEIVER LE.Q(Hl Ll0 1 56.9 59. 7 ------------COORDINATES-------------RO~AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA X y z 1 6240989. 6 2005746.2 378.3 ROADWAY SEGMl!N'I' 2 6240966 .4 2005813. 6 379.3 3 6240912 .1 2005981. 6 380.8 10 4 6240895. 8 2006048 .1 381.8 5 6240880. 3 2006108.4 382. 5 11 12 13 14 6 6240874. 9 2006130. 7 382.5 24.5 25.2 26.1 26.1 33.1 33 .2 31.3 29.5 27.5 29.1 7 6240858. 6 2006195. 0 383.5 8 6240854. 6 2006218. 0 383.5 29.4 30.l 31.2 38.1 9 6240945 .1 2006279. 6 384.0 1 2 3 4 10 10 6240971.3 2006293. 0 384.8 11 6241009 .1 2006308. 4 385.8 11 12 13 14 12 6241034. 7 2006318. 7 385.8 37 .5 34.1 42 .9 37 .s 38 ,3 38.8 39. 7 40,6 38.5 38. 9 13 6241092 .4 2006327. 8 386.8 14 6241120.8 2006330.0 386.8 39.5 39.5 38.0 37 .1 15 6241162 .o 2006334. 8 388.6 1 2 3 4 10 16 6241188.0 2006336. 8 388.6 17 6241250. l 2006340 .1 389.6 11 12 13 14 18 6241279.2 2006343. 4 389.6 33 .2 35. 9 34.4 36.0 34. S 33 .s 32.8 31.9 30.8 30.1 19 6241320,4 2006338. 2 391.4 20 6241347. 6 2006336. 0 391.4 31.5 28.3 26.3 28.3 21 6241407. S 2006330. S 392.4 1 2 3 • 22 6241433. 3 2006326.0 392 .4 27.6 27.0 26.5 25.9 23 6241474. 0 2006318. 6 392.4 1 2 3 4 10 24 6241505 .4 2006311.1 392.4 25 6241554. 7 2006291' .3 391.4 11 12 13 14 26 6241586.8 2006290.2 391.4 26.2 26.8 :P.3 27. 7 27 .9 25.5 28.6 27 .1 31. 7 31.2 27 6241608. S 2006271. 4 391.4 28 6241611.8 2006242. 0 391.4 32. 9 32.9 34.1 32 .0 29 6241600.9 2006186 .o 391.2 1 2 3 • 30 6241597 .5 2006154. 0 391.2 34.3 36.4 37.3 33. 9 31 6241592. 6 2006103. 4 390.2 1 2 3 4 10 32 6241593 .4 2006072. 4 390.2 33 6241590.2 2006038 .9 388.0 11 12 13 14 34 6241591.3 2006007 .3 388.0 37 .6 38.2 40.1 40.2 39.9 39.741.2 39. 7 38 .2 37 .3 35 6241595. 4 2005958.3 387 .o 36 6241600 .1 2005926.1 387 .o 36.2 42.2 34.0 37 .3 37 6241586.9 2005916 .1 387 .o 1 2 3 • 5 6 10 38 6241546. 5 2005904 .1 387 .o 1 11 12 13 14 37.7 31.0 29 .5 29.0 28.6 26.6 27.7 29.3 31.6 31. 7 ALPHA FACTORS -RECEIVER ACROSS, ROADWAY DOWN 25.3 24.7 24.1 23.7 1 . .o .o .0 .0 .0 .o .0 .0 .o .0 1 2 3 4 10 .o . 0 .o .0 .0 .o .0 .o . 0 . 0 .o .0 .o .o .0 .o .o .o .o .o 11 12 .0 .o .0 .o .0 . 0 .0 .0 37 .3 47 .0 38. 5 32. 7 36.0 37.3 36.9 35.9 35. 5 34.8 2 .0 .o . 0 .0 .0 .o . 0 .o .0 .0 .0 ,0 .o .0 .o .0 . 0 .o .o .0 34 .3 33. 7 .0 .0 .0 .0 .0 .0 .o .0 .o .0 10 1 2 4 10 .0 .o .0 .0 .0 .o .0 .0 3 .0 .o .0 .0 .0 .0 .0 .0 .o .0 11 12 .0 .o .0 .0 .0 .0 . 0 .0 . 0 .0 33 .4 33 .8 34. 5 34. 9 35. 5 36.2 36.3 35.2 32 .6 37 .1 .0 .o .0 .o .0 .0 . 0 .0 .0 .0 .0 . 0 .0 .0 .0 .0 .o .0 46, 1 36.6 4 .0 .0 .0 .0 .0 .o .0 .0 .o .0 .o .0 .0 . 0 ,0 .0 .o . 0 .0 .0 .0 .o .0 . 0 .0 .o .0 .0 .0 .0 llECEIVER LEQ(Hl Ll0 .0 .0 .0 .0 .0 .o .0 .0 2 57 .2 59. 9 5 .o ,0 .o .0 .0 .o .0 .o . 0 .o .0 .0 .0 .0 .0 .0 .o .0 . 0 . 0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA .0 ,0 .0 .o .0 .0 .o .0 .0 .0 .o .0 .o .o .0 .o .0 .o ROADWAY SEGMENT 6 .0 .0 .0 .0 .0 .0 .0 .0 .o .0 .o .0 .0 .0 .0 .o .0 .0 ,0 .0 10 .o .0 .o .o .0 .o .0 .o ,0 . 0 .0 .0 .0 .o ,0 .0 .0 .0 11 12 13 14 7 .0 .0 .0 .0 .0 .0 .o .0 .o .0 24 .2 24.9 25. 7 25.8 32. 7 32.8 30.S 28.8 27. 0 28. 7 2NDFL.STA 4/22/2002 5:38 PM 33.5 36.6 35.3 37.0 35.5 34.8 34.2 33.6 32.4 31.8 29.0 29.7 30.7 37. 5 1 2 3 4 10 33.2 30.0 28.2 30.3 1 2 3 4 11 12 13 14 29.9 29.5 29.2 28.7 36.8 33.5 42.1 36.9 37. 7 38.5 39.3 40.3 38.3 38.8 1 2 3 4 10 39.5 39.6 38.0 37 .4 11 12 13 14 1 2 3 4 10 29.1 29.6 29.8 30.1 30.0 27.7 30.6 29.0 33.5 32 .9 11 12 13 14 34.6 34 .5 35. 6 33 .4 33 .2 36 .2 34. 9 36 .2 34. 7 33. 8 33 .1 32 .2 31.1 30,4 1 2 3 4 35. 5 37 .6 38 .1 34. 5 31.7 28.5 26.6 28.5 1 2 3 4 10 1 2 3 4 28,0 27.4 26.9 26.4 11 12 13 14 1 2 3 4 10 38.0 38. 7 40.2 39. 6 38. 7 37 .6 39.2 37 .4 36.0 35.0 11 12 13 14 34.l 39.4 31.2 34 .6 26. 7 27 .3 27.6 28.2 28.2 26.0 28.9 27 .4 31.9 31.5 1 2 3 4 10 33 .l 33.0 34.4 32.2 11 12 13 14 l 2 3 4 35.2 28.6 27.3 26. 7 26.4 24.4 25.5 27 .1 29.5 29.6 34 .5 36.8 37.6 33.7 1 2 3 4 10 23.2 22. 6 22. 0 21.7 1 2 ': 3 4 10 11 12 13 14 38.0 38.4 40.2 40.2 39. 7 39.5 40.8 39.3 37. 7 36. 7 11 12 38.2 51.9 47 .3 41.743.4 42.6 41. 5 39.3 37 .8 36.6 35.S U.7 33.6 36.9 1 2 3 4 10 35.5 34.6 10 1 2 10 11 12 13 14 37 .3 30. 7 29.2 28.8 28.4 26.3 27 .4 29.0 31.4 31.5 11 12 34 .2 35.3 36.4 37.5 39.3 41.6 41.9 42.2 41.8 46,8 25.0 24.5 23.9 23.5 l 2 3 4 10 52.9 37 .J 11 12 37 .4 47 .8 39.8 34 .1 37 .2 38 .3 37.8 36.6 36.1 35.2 RECEIVER LEQ(H) LlO 5 61.1 64 .2 34. 7 34 .0 10 1 2 10 ROAIM'AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33.6 34 .3 34.9 35.4 36.2 37 .1 37 .3 36.4 34.1 38.6 10 47 .3 36.9 11 12 13 14 U.5U.9U.2U.6H.4H.2~.8H.l~.9H.8 RECEIVER LEO(HI LlO 3 58. 7 61.6 27 .3 27.8 28.8 35.3 1 2 3 4 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.3 30.9 39.3 33.6 34.S 36.2 37 .s 38.5 36.6 37.8 10 38. 7 39.3 38.2 37 .5 1 2 3 4 10 11 12 13 14 23.4 23 .8 24.1 24.5 31.5 31.5 29.2 27 .5 26.0 27, 7 11 12 13 14 33 .4 36.6 35.6 37 .2 36.0 35.2 34.6 34.1 33.0 32.3 28.028.7 29. 7 36.3 l 2 3 4 10 33 .8 30.6 28.6 30.8 l 2 3 4 11 12 13 14 30.4 29.9 29.7 29.3 35 .3 32.0 40.3 34.9 36.0 37 .3 38. 3 39.3 37 .3 38 .4 1 2 3 4 10 39.0 39.6 38.2 37 .6 11 12 13 14 l 2 3 4 10 29.6 30.1 30.2 30.6 30.4 28.1 31.0 29.3 34.0 33.5 11 12 13 14 35.0 35.0 36.0 33.8 33.3 36.4 35.2 36.6 35.2 34.4 33.8 32.9 31.9 31.2 1 2 3 4 35.9 37.7 38.) 34.4 32.6 29.4 27.6 29.6 l 2 3 4 10 1 2 3 4 29.1 28.6 28.3 27.8 11 12 13 14 1 2 3 4 10 38.0 38. 7 40.0 39.4 38.3 37 .1 38.8 36.9 35.6 34.6 11 12 13 14 33 .4 38. 7 30. 7 34.2 28.3 28.7 29.0 29.3 29.2 27.l 29.9 28.4 32.9 32.4 l 2 3 4 10 34.0 33.9 35.0 33.0 11 12 13 14 6 l 2 3 • 34.8 28.3 26.9 26.4 26.0 24.0 25.l 26.7 29.1 29.3 35.2 37.2 38.0 33.9 1 2 3 4 10 22,9 22.3 21.S 21.4 1 2 3 4 10 11 12 13 14 38.1 38.7 40,2 39.8 38.9 38.2 39.6 37.9 36.4 35.5 11 12 38.3 54. 7 50.9 45 .6 45.9 44.0 42.6 40.0 38.2 36. 7 34.6 40.4 31.9 35.4 1 2 3 4 10 35. 7 34.5 10 1 2 10 11 12 13 14 35.9 29.3 28.0 27.4 27 .o 25.0 26.1 27.6 30.0 30.0 11 12 34.2 35.4 36.6 38 .1 40.5 43.6 44.1 44 .4 44.7 48.B 23.6 23.0 22.4 22.1 1 2 3 4 7 9 10 53.7 37 .4 11 12 37 .4 50.4 44.6 38.9 41.3 41-2 40.4 38.5 37 .4 36.2 RECEIVER LEQIHI LlO 6 61.6 64.9 35.3 34.5 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS .f;XCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 34 .o 35.0 36.0 36.9 38 .3 39. 9 40 .1 40.2 38,944.7 10 52 .0 37 .1 11 12 13 14 22 .4 22 .8 23 .1 23. S 30 .] 30.1 27, 7 26.0 24.7 26. 7 RECEIVER LEO{Hl LlO 4 59. 6 62. 7 27 .2 27. 7 28. 7 JS .2 1 2 3 4 10 R01JJWAY SEGMENT SOUND LEVf:L CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34 .1 30. 8 39 .1 33. 3 34 .4 35.9 37 .3 38.5 36. 5 37. 6 10 38.6 39.3 38.2 37 .4 1 2 3 4 10 11 12 13 14 22.8 23.2 23.5 23.9 30. 7 30.6 28.3 26.6 25.3 27 .3 11 12 13 14 33. 7 36. 6 35.6 37 .4 36.1 35.3 34.9 34.2 33 .1 32.5 27. 7 28.2 29.3 JS. 7 l 2 3 4 6 10 33.9 30.7 28.8 30.8 l 2 3 4 11 12 13 14 30.5 30.2 29. 9 29.5 34. 7 31.4 39.? 34 .2 35 .3 37 .o 37 .8 38.9 37 .1 38.2 l 2 3 4 10 38.9 39.5 38.3 37 .6 11 12 13 14 1 2 3 4 10 29.8 30.3 30.5 30.8 30.5 28.3 31.0 29.5 34.1 33.5 11 12 13 14 35.2 35.1 36.3 33 .9 2NDFL.STA 4/22/2002 5:38 PM l 2 3 36.0 37.9 38,4 4 34.2 27.7 26.3 25.9 25.5 23.S 34.3 24 .6 26,2 28.6 28.7 l 2 3 4 10 22.3 21.8 21.2 21.0 1 2 3 4 10 11 12 13 14 38.0 38. 7 40.0 39.3 38.3 36.9 38.6 36.8 35.4 34.5 11 12 38.3 56.3 57.4 57.9 53.6 49.4 45.6 41.3 38.8 36.9 33.0 38.5 30.5 34.0 1 2 3 4 10 35. 7 34,6 10 1 2 10 11 12 13 14 34. 7 28.1 26.8 26.2 25.9 23.9 25.0 26.6 29.0 29.2 11 12 34.1 35 .3 37 .1 39.6 44.0 46.2 48.9 51.9 54.6 54.4 22.8 22.2 21. 7 21.4 1 2 3 4 10 55.3 38.3 11 12 38.3 55.0 52 .4 47.2 46.8 44.6 43.1 40.3 38.3 36.8 RECEIVER LEQIHI LlO 9 67 .1 70. 7 35. 7 34..5 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROAl7ri'AY SEGMENT 34.2 35.4 36.8 38.3 41.1 44.7 45.S 45.7 46.1 49. 7 10 54.0 37.5 11 12 13 ,14 21.4 21.722.l 22 .4 29.4 29,3 27.0 25.4 24.1 26.1 RECEIVER LEQ{H\ LlO 7 64 .4 67 .9 26.6 27.0 28.1 34.5 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32. 9 29. 5 38.4 32.5 33 ,6 34.9 36.4 37. 7 36. 6 37 .8 10 39.0 39,9 39.2 38 .1 1 2 3 4 10 11 12 13 14 22.:2 22.5 22.9 23. 3 30. 0 29.8 27.5 25.8 24.5 26.4 11 12 13 14 34. 5 37 .8 37 .1 39.2 39.2 39.740.7 40.2 39 .o 38.3 26. 9 27 .4 28.4 34.8 1 2 3 4 10 39. 7 36 .4 34.5 36.6 l 2 3 4 11 12 13 14 36.2 35. 7 35.4 35.0 33 .6 30.3 38.6 32.6 33 .6 35. 3 36.8 38.0 36.1 37 .3 l 2 3 4 10 38.3 39.0 38.2 3'7 .2 11 12 13 14 l 2 3 4 10 35.3 35.8 36. 0 36.3 36.2 33. 9 36.8 35.1 39.9 39.4 11 12 13 14 41.1 41.1 42.4 38.5 33.S 36.7 35.8 37 .8 36 .5 35. 7 35.4 34.9 34.1 33. 7 l 2 3 4 39.6 39.9 39.9 35.3 35.5 33.1 31.8 34.4 l 2 3 4 10 l 2 3 4 34.8 35.2 34.9 34 .4 11 12 13 14 l 2 3 4 7 10 38.8 40.0 40.6 39. 7 38.4 36. 9 38.2 36.4 34 .4 33.2 11 12 13 14 32.0 37.7 29.8 33 .4 34. 7 35.2 35.5 35.8 35.3 32. 7 34.8 32.9 36.3 35.2 1 2 3 4 10 36.4 35.9 36. 7 34.3 11 12 13 14 1 2 3 4 34.1 27 .5 26.1 25.6 25.2 23 .2 24.3 25.8 28 ,1 28.2 36.3 38.2 38.5 34.4 1 2 3 4 10 21. 7 21.1 20.6 20.4 1 2 3 4 10 11 12 13 14 37 .8 38.8 39. 7 38.9 37.9 36.5 38.0 36.4 34.8 33.7 11 12 31 .a 53 ,8 53.5 59.7 61.0 S4.6 49.9 45.l 40.9 38.6 32.3 38.0 30.1 33.6 1 2 3 4 6 10 37 ,1 35.8 10 1 2 10 11 12 13 14 34.4 27 .9 26.5 26.0 25. 7 23.6 24.8 26.4 28,7 28.9 11 12 35.3 36. 7 39.0 43.7 46.? 49. 5 53.3 56.9 56.0 52.1 22.5 21.9 21.4 21.2 1 2 3 4 10 53.2 37.? 11 12 38.3 56.1 56,0 55. 7 52.4 48.3 44.9 40.9 38.7 36.9 RECEIVER LEQIHI LlO 10 67 .5 71.0 35. 7 34.6 10 1 2 10 ROMMAY SEGMENT SOOND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 34.2 35.3 37 .0 39.0 43.5 46.0 48.4 51.1 53.2 53.2 10 55.0 38.1 11 12 13 14 21.4 21. 7 22 ,1 22. 5 29.4 29.4 27 .o 25.4 24.1 26.1 RECEIVER LEQ(H) LIO 8 65.5 69.0 26.6 27.1 28.1 34 .4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 32. 7 29.4 38 .5 32.5 33.6 35.0 36.4 37.9 36.8 38.0 10 39.2 40.2 39.5 38.4 1 2 3 4 9 10 11 12 13 14 22.0 22.3 22. 7 23.1 29.9 29. 7 27 .3 25.6 24.3 26.3 11 12 13 14 34.9 38. 3 37 .s 39.8 40.7 41.5 41.2 40.4 39.2 38. 5 26.8 27 .2 28 .3 34. 7 1 2 3 4 10 39.9 36.6 34. 7 36.8 1 2 3 4 11 12 13 14 36.J 35.9 35.5 35.1 33.4 30.1 38.5 32 .4 33.5 35.0 36.6 37.8 35.9 37.1 1 2 3 4 10 38.2 39.0 38 .2 37 .2 11 12 13 14 1 2 3 4 10 35.4 35.9 36.2 36.5 36 .4 34 .1 37 .o 35.4 40.1 39.6 11 12 13 14 41.3 41.3 42. 7 39.8 33.4 36. 6 36.0 37.9 36.6 36.2 36 .2 36.1 36.0 36. 7 1 2 3 4 41.1 40.6 40.3 36.0 39.1 35.8 33.9 36.0 l 2 3 4 10 1 2 3 4 35.6 35.3 34.9 34.S 11 12 13 14 1 2 J 4 10 39.0 40.2 40. 9 39.9 38.5 37.0 38.2 36. 5 34.6 33.3 11 12 13 14 32.1 37 .8 29. 7 33 .4 34. 7 35.3 35.5 35 .9 35.6 33.4 36.1 34.6 39,2 38.8 1 2 3 4 10 39.1 37.1 37 .6 34.9 11 12 13 14 1 2 J 4 34.1 27.6 26.2 25.6 25.3 23 .2 24.3 25.8 28.1 28.2 36.5 38.4 38.5 34.4 1 2 3 4 10 21. 7 21.1 20.6 20.3 1 2 3 4 10 11 12 13 14 37. 7 38.8 39.6 38.8 37.7 36.4 37 .8 36 .2 )4.6 33.4 11 12 37 .6 53.1 52 .3 58,0 62.3 56.6 51.3 46.4 41.8 39.2 32.1 37.8 30.0 33.5 1 2 3 4 10 37 .6 36.1 10 1 2 10 11 12 13 14 2NDFL.STA 4/22/2002 5:38PM 11 12 ROADWAY SEGMENT 35.? 37.2 40.0 44.7 4? .5 50. 7 54. 7 57. 7 55.2 51.1 10 52.6 37.6 11 12 13 14 21.5 21.7 22.2 22.6 29.4 29.4 27.0 25.3 23.8 26.0 RECEIVER LEO{Hl LlO 11 67 .8 71.4 26.4 26.4 26.9 32.8 1 2 3 4 10 !lOAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 31.9 29.3 38.9 32.9 34.2 35.4 36.6 38.8 37. 7 39.1 10 40.5 41.6 41.2 40.0 l 2 3 4 10 11 12 13 14 21. 5 21.7 22.2 22.6 29.5 29.4 27 .1 25.4 24.1 26.1 11 12 13 14 36.5 40.2 40.1 44.1 43.9 42.9 42.2 41.3 40.1 39.3 26.6 27 .1 28.1 34 .2 1 2 3 4 10 40,6 37.3 35.3 37.4 l 2 3 4 11 12 13 14 36.9 )6.5 36.1 35.6 32.3 29.2 38.6 32 .8 33. 7 35.1 36. 5 38.0 37 .o 38.4 1 2 3 4 10 39. 6 40.6 40.0 39.0 11 12 13 14 1 2 3 4 10 35.9 )6.5 96.7 37 .1 37.0 34.7 37. 7 36 .1 40.8 40.4 11 12 13 14 42.2 42.4 43.8 41.5 35. 3 38. 8 38 .3 41. 7 43 .1 42.2 41.4 40. 7 39.5 38 .8 l 2 3 4 43.9 46.0 43. 0 37. 7 40 .2 36.8 34.9 37 .0 1 2 3 4 9 10 1 2 3 4 36.5 36.1 35. 7 35 .2 11 12 13 14 l 2 3 4 10 40. 9 42 .1 42.4 41.2 39.6 38 .0 38.9 36.8 35.0 33.6 11 12 13 14 32 .6 37 .9 28.9 32 .9 35 .6 36.1 36.4 36. 7 36.6 34.3 37 .2 35.6 40.3 39.9 l 2 3 4 10 41.6 41. 7 42.9 40.8 11 12 13 14 l 2 3 4 34 .1 27 .6 26. l 25.5 25.3 2).1 24.2 25.8 28.2 28.2 43.0 44.5 41.0 36.4 l 2 3 4 10 21.8 21.2 20. 7 20.4 1 2 3 4 10 11 12 13 14 39. 7 40. 7 41. 3 40.3 38 .8 37 .) 38.4 36. 7 34.8 33 .3 11 12 34.8 49.3 46. 9 51.2 56.0 62.3 59.3 52 .8 46.6 42.2 32 .3 37 .8 29. 7 33 .4 l 2 3 4 10 39.8 38.0 10 1 2 10 11 12 13 14 34.l 27 .6 26. l 25.6 25.4 23.2 24.3 25.9 28.2 28.2 11 12 37.6 40.0 44.6 48.4 52 .1 56.4 57 .8 54.0 50.0 47.l 21.7 21.2 20. 7 20.3 1 2 3 4 10 50.4 36.0 11 12 37 .4 52.3 50. 7 55.4 62.2 60.0 53.4 48.8 43.1 40.0 RECEIVER LEQ(tf) LlO 14 67. 5 71.0 38.l 36. 7 10 1 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBtrrIONS EXCEEDING 1.0 DBA 11 12 ROAIMAY SEGMEN'r 36.2 38.1 41.3 45.9 48.9 52.4 56.8 57 .6 53.6 49. 7 10 51.9 37 .3 11 12 13 14 21.4 21. 7 22.1 22.5 29.4 29.3 27.0 25.3 23.6 25.8 RECEIVER LEQ(H) LlO 12 68.0 71.6 25.3 25.5 26.4 32. 7 l 2 3 4 10 ROADWAY SEGMEN'l' SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.9 29.4 39.0 33.2 34.1 35.5 36.8 38.9 37.9 39.4 10 40.8 41.9 41.6 40.5 l 2 3 4 10 11 12 13 14 21.4 21.6 22 .1 22.5 29.4 29.3 27.0 25.3 24.0 26.0 11 12 13 14 36.9 40.7 40.4 44.1 44.3 43 .1 42.4 41.5 40.2 39.5 26.5 27. 0 28.0 33 .8 l 2 3 4 10 40.8 37.4 35.4 37 .5 l 2 3 4 11 12 13 14 37 .o 36.6 36.2 35.7 32. 0 29.1 38. 7 32 .8 33 .8 35.0 36.5 38. l 37 .2 38.6 1 2 3 4 10 39.8 40,8 40.4 39.3 11 12 13 14 l 2 3 4 10 36.0 36.6 36.8 37 .2 37 .1 34.9 37,836.2 40.9 40.6 11 12 13 14 42.4 42.6 44.0 41.9 35. 5 39.1 38.9 42.8 43,4 42 .4 41.8 40. 9 39. 7 38.9 l 2 3 4 44 .1 46.5 43.2 38.3 40.3 37 .o 35.1 37 .1 1 2 3 4 10 l 2 3 4 36. 7 36.2 35.8 35.4 11 12 13 14 l 2 3 4 10 41.3 42.5 42.7 41.5 39.9 38.2 39.1 36.9 35.0 33 .8 11 12 13 14 32. 7 37 .9 28.6 32 .o 35. 7 36.2 36.5 36.9 36. 7 34.4 37 .4 35.8 40.5 40.0 l 2 3 4 10 41.8 41.9 43.3 41.1 11 12 13 14 l 2 3 4 33.9 27.5 26.1 25.3 25.2 23.2 24.2 25.8 28.1 28.2 43.3 45.1 41.7 36. 7 l 2 3 4 10 21.7 21.l 20. 7 20.3 1 2 3 • 5 10 11 12 13 14 40.0 41.2 41.6 40.5 39.0 37. 5 38.6 36.7 34.8 33.4 11 12 32.4 46.5 44.1 49.1 54 .3 60.6 61.0 54 .4 47 .8 43.0 32 .4 37. 7 29.5 33.3 1 2 3 4 10 40.4 38.5 10 1 2 10 11 12 13 14 34.o :n.5 26.1 25.5 25.2 23 .1 24.2 25.8 28.1 28.2 11 12 38.1 40.6 45.3 49.4 53 .2 57 ,2 56.8 52. 7 48.9 46.4 21. 7 21.1 20,6 20.2 1 2 3 4 10 48.4 32.9 11 12 37 .2 51.849.7 54.0 60.9 62.3 55.0 49.9 44.0 40.6 RECEIVER LEO(H) LlO 15 67 .4 70.9 38 .6 37 .1 10 1 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMEN'r 36.6 38.6 42.2 46.849,7 53.8 57 .9 56.9 52.5 48.9 9 10 51.4 37 ,2 11 12 13 14 21.6 21.9 22 .3 22. 7 29.6 29.6 27.2 25. l 22. 7 24. 7 RECE.IVER LEQ(Hl LlO 13 67. 7 71.3 25.1 25.6 26.6 33.1 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 2NDFL.STA 4/22/2002 5:38 PM 32.4 29.8 39.5 33.4 34.5 35.6 37 .l 39.5 38.4 39.9 10 41.4 42.5 42.3 41.2 11 12 13 14 l 2 3 4 6 10 36.4 3"1.1 31.4 31,83'1.7 35.S 38.S 36.9 41.1 '1.4 11 12 13 14 43.3 ,J.6 45.l 43.2 38.1 42.0 42.3 46.0 44. 7 43. 5 42.8 41.8 40.5 39. 7 1 2 3 4 45.6 48.2 49.2 42.5 41.0 37.6 35.7 37.7 1 2 3 4 10 1 2 3 4 37 .2 36.8 36.3 35.9 11 12 13 14 l 2 3 4 10 44.4 44.8 44.8 43.3 41.3 39.4 40.1 37 .5 35.8 34.3 11 12 13 14 33.2 38.6 29,3 32. 5 36.1 36. 7 37 .0 37 .4 37 .] 35.1 38.0 36.4 41.2 40.9 1 2 3 4 10 42. 7 42.9 44.4 42.2 11 12 13 14 1 2 3 4 33.2 26.7 25.3 24.7 24.0 21.7 22. 7 24,2 27.7 28.4 44.6 46.8 45.0 39.S 1 2 3 4 10 21.9 21.4 20.9 20.6 1 2 3 4 10 11 12 13 14 42.2 43 .1 43 .4 42 .1 40.4 38.5 39.3 31.1 35.3 33 .9 11 12 30.6 43 .4 39.2 42.4 45.5 50. 5 57. 5 61.8 56.9 49.4 32. 9 38 .1 28. 7 31.8 1 2 3 4 10 44 .3 41.3 10 1 2 . 3 10 11 12 13 14 32 .6 26.2 24.8 ,4 .2 25.3 23 .4 24.4 26.1 28.4 28.4 11 12 41.8 46.8 51.0 54.8 57. 7 55.2 51.2 47,0 42.2 39 .4 21.9 21.4 20.8 20.6 1 2 3 4 10 43.4 30.7 11 12 31.7 45.2 42.1 46.4 51.5 57 .3 62 .1 57 .1 51.1 45.0 RECEIVER LEO(HI Ll0 18 67. 7 71.0 41.5 39.3 10 1 2 5 9 10 ROAIMAY SEGMENT SOUND UEVEL CONTRlBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 39.2 42.4 47.5 50.9 55.1 57.? 55.0 50.9 47,6 45.0 10 46.0 31.9 11 12 13 14 21.4 21. 7 22.0 22.4 28.4 27.9 25.7 24.6 23.4 25.6 RECEIVER LEQ(HI Ll0 16 67 .4 70.8 26.0 26.6 27.6 34.l l 2 3 4 10 I\OMMA.Y SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DaA 11 12 13 14 ROADWAY SEGMENT 33.5 30.9 40.2 34.2 35 ,l 36.3 37 .9 40.2 39.5 41.2 10 43.0 U.4 44.4 44.l l 2 3 4 10 11 12 13 14 21.5 21.9 22.3 22. 7 29.6 29.5 26.7 23.2 22. 7 24. 7 11 12 13 14 41.7 46.l 46.6 47.9 45.9 44.7 43.7 42.7 41.3 40.5 25.2 25.8 26. 7 33 .2 l 2 3 4 10 41.7 38.2 36.3 38.3 l 2 3 4 11 12 13 14 37,7 37.2 36,8 36.3 32 .6 30 .o 39. 5 33.6 34. 7 35. 7 37 .2 39.B 38. 7 40. l 1 2 3 4 10 41.1 42.9 42.1 41.1 11 12 13 14 1 2 3 4 10 36.6 37 .2 31.5 37.9 37.9 35.6 38.6 37.l 41.9 41.6 11 12 13 14 43.5 43.9 45.4 43.5 38. 5 42.4 42.9 46.0 44.9 43 .a 43.0 42.0 40. 1 39. 9 1 2 3 • 46.0 48.6 49.7 43.6 41.2 37 .8 35.8 37.9 l 2 3 4 10 l 2 3 4 37 .3 36.9 36.4 36.0 11 12 13 14 1 2 3 4 10 45.2 45.4 45.3 43.6 41.5 39.6 40.2 37 .5 35.8 34.4 11 12 13 14 33.3 38. 7 29 .5 32. 7 36.2 36.8 37.l 37. 5 37 .4 35.2 38.1 36.6 41.4 41.0 1 2 3 4 10 42.9 43 .1 44.6 42.5 11 12 13 14 1 2 3 4 33.4 26.9 25.5 25.0 24.3 22.0 23.0 24.4 26.5 27 .9 44. 9 47 .4 45.6 40.l 1 2 3 4 10 21. 7 21.l 20. 7 20.4 l 2 3 4 10 11 12 13 14 42. 7 43.6 43.8 42.4 40.6 38.8 39.4 37.l 35.4 34.0 11 12 30.l 42. 7 38.5 41.5 44.5 48.5 55.2 61.9 59.3 52 .0 32.9 38.3 28.8 31.9 1 2 3 4 10 45.5 42.l 10 1 2 10 11 12 13 14 32.6 26.l 24.8 24.2 23 .2 21.8 24.4 26.0 28.3 28.4 11 12 43.0 47.8 52 .2 56.2 57. 7 54.0 50.1 44.9 41.0 38. 3 21.9 21.3 20.9 20.5 l 2 3 4 10 42.9 30.3 11 12 31.4 44. 7 40.9 44,9 49.6 55.5 61.5 59.0 52.4 45.9 RECEIVER LEQ(H) Ll0 19 67 .6 70.8 42.l 39.8 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 39.8 43.3 48.S 52.0 56.2 57 .4 53.9 49.8 46.6 42.2 10 44.7 31.4 11 12 13 14 20.2 20.4 20.8 21.4 28.S 28.9 26.7 25.S 24.3 26.5 RECEIVER LEQ(HJ Ll0 17 67 .4 70.8 26.9 27,5 28.4 35.0 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.3 31. 7 40.9 34 .6 35.5 36.8 38.S 40.9 40.0 41.9 10 43 .8 45.4 45. 6 45.6 1 • 3 4 10 11 12 13 14 21.6 :ll.9 22.3 22.1 29.S 26.0 25.S 24.2 23.2 2S.2 11 12 13 14 44.2 48.4 47 .2 48.4 46.4 45.0 44.1 43.0 41.6 40. 7 25 .8 26.4 27 .4 33 ,9 1 2 3 4 10 41.9 38.4 36.4 38.4 l 2 3 4 11 12 13 14 37 .9 37 .4 36. 9 36.4 33.2 30. 7 40.0 34.0 35.0 36.2 37. 7 40.1 39.3 40.8 1 2 3 4 10 42 .6 43 .9 43 .8 43 ,4 11 12 13 14 1 2 3 4 10 )6. 7 37 .3 37. 6 38.l 38,0 35.8 38.8 37 .2 42 .1 41.8 u 12 13 14 43.8 44.1 45.8 43.9 40.6 44.6 45.6 47 .5 45.6 44.4 43.5 42.S 41.l 40.3 l 2 3 4 46.5 49.2 50.4 46.2 41.5 38.l 36.1 38.1 1 • 3 4 10 1 2 3 4 37.6 37.1 36. 7 36.2 11 12 13 14 2NDFL.STA 4/22/2002 5:38 PM 46.9 46.5 46.3 44.4 42.2 40.0 40.8 38.0 36.2 34.8 11 12 28.6 39. 7 35.4 37.9 40.9 43.0 46.4 52.S 59.4 61.1 33.6 39.2 30.4 33 .5 l 2 3 4 10 54.8 48.3 10 l 2 10 11 12 13 14 34.2 27, 7 26.4 25.8 25.2 22.9 23.9 25.4 27 .4 27 .1 11 12 49.8 53. 7 57 .3 56.2 52.3 48.6 43.4 39. 7 37 .4 35.9 21.0 21.3 20.8 20.S l 2 3 4 10 40.3 28.5 11 12 29. 7 41.8 37.5 40.2 4.3 .2 46.4 52.0 58.9 61.3 54 .9 RECEIVER LEQ(H) LlO 22 68.2 71.2 48.4 43. 7 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 46.0 49.9 54.0 57.2 56.1 52 .1 48.1 43.0 39.7 37 .5 10 42.2 29.8 11 12 13 14 22.4 22.7 23.l 23.6 30.S 30.4 28.1 26.8 25.6 27.7 RECEIVER LEQIHI LlO 20 67. 7 70.8 28.l 28.6 29,6 36. 3 l 2 '· 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 35.8 33.l 41. 7 35.4 36.4 37.9 39.7 42.4 41.5 43.9 10 46.4 48.9 49.6 50. 7 l 2 3 4 10 11 12 13 14 20.5 20.9 21.3 21.8 29.0 29.3 27.0 25.8 24.6 26.8 11 12 13 14 48.1 so.a 49.1 ~9.9 47.6 46.0 44 9 43.7 42.2 41.3 27 .3 27.8 28.8 35.3 I 2 3 4 10 42 .4 38.9 36.9 38.9 I 2 3 4 11 12 13 14 38.3 37.8 37.3 36. 7 34.7 32.0 40.9 34 .8 35. 7 36. 9 38.5 41.2 40.3 42.3 l 2 3 4 10 44 .2 46.1 46.3 46.5 11 12 13 14 I 2 3 4 10 37 .0 37. 7 38.0 38.5 38.4 36.2 39.3 37. 7 42.6 42 .s 11 12 13 14 44.S 45.0 46.8 45.0 45.3 49.1 47, 7 48. 7 46.6 45. 3 44 .3 43 .1 41. 7 40. 8 l 2 3 4 47.8 50.8 52.7 49.5 42 .0 38. 5 36.6 38.6 l 2 3 4 10 l 2 3 4 38.0 37.5 37 .o 36, 5 11 12 13 14 l 2 3 4 10 52. 5 50.4 49.2 46.5 43.7 41.4 41.7 39.0 36.9 35.4 11 12 13 14 34.3 40. 3 31.9 35.1 36.8 37 .4 37. 7 38.2 38. l 35. 9 38.9 37 .4 42.2 42 .o l 2 3 4 10 44.0 44.4 46.1 44.2 11 12 13 14 I 2 3 4 35. 7 29.0 27 .6 27 .1 26. 7 24.4 25. 3 27.0 29.3 29.2 46.8 49.S 51.1 47.4 l 2 3 4 10 22 .6 22 .0 21.4 21.1 l 2 3 4 10 11 12 13 14 47.9 47.3 46.9 44.8 42.5 40.3 41.0 38.3 36.3 35.0 11 12 28.5 39.1 34. 8 37. 3 40.4 42.2 45.0 50.2 57.5 61.7 33. 7 39.5 30. 7 33. 9 l 2 3 4 10 56. 7 50 .4 10 l 2 10 11 12 13 14 34.6 28.0 26. 7 26.2 25.6 23.3 24.2 25.8 27 .8 27 .5 11 12 50.8 54.8 57 .6 55.1 51.2 47.3 42 .2 39.0 36.9 35.4 20.8 20.2 19.5 19.3 l 2 3 4 10 39. 7 28.S 11 12 29.3 41.0 36.8 39.4 42.4 45.0 49. 7 56.8 61. 7 57 .0 RECEIVER LEQIHI LlO 23 68.5 71.5 50.0 44.7 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 47 .1 51.l 55,l 57 .4 54.9 51.0 46.8 41. 7 38.8 36.9 10 41.6 29.3 11 12 13 14 22.6 22.9 23.3 23. 7 30.6 30.S 28.4 27.1 25.9 28.0 RECEIVER LEQIHI LlO 21 68.0 71.1 28.5 29.0 30.0 36,6 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 36.1 33.4 42.2 36.1 36.9 38.6 41.0 43.0 42.4 44.9 10 47 .8 50. 7 51. 5 52.4 l 2 3 4 10 11 12 13 14 21.9 22.2 22. 7 23 .1 30.2 30.2 28.0 26.6 25 .4 27 .5 11 12 13 14 49.2 51.7 49.8 50.4 48.0 46.4 45.2 44.0 42.4 41.S 28.0 28.5 29.5 36.1 I 2 3 4 10 42.6 39.1 37 .1 39 .o l 2 3 4 11 12 13 14 38.4 37.9 37 .4 36.8 35.6 32.9 41.4 35.3 36 .2 37 .6 39.6 42.0 41.1 43.4 l 2 3 4 10 45.6 47.948.4 49. 7 11 12 13 14 l 2 3 4 10 37 .1 31 .8 38 .1 38. 6 38.6 36.4 39.4 37 .9 42.8 42. 7 11 12 13 14 44. 7 45.2 47 .1 45.4 47 .3 so. 3 48. 7 49. 6 47 .3 45.8 44.7 43.5 42.l 41. 2 l 2 3 4 48.2 51.4 53 .6 50. 7 42.3 38.8 36.8 38. 8 l 2 3 4 10 l 2 3 4 38.2 37. 7 37 .2 36. 7 11 12 13 14 I 2 3 4 10 54 .3 52.2 50. 7 47.5 44.5 41.8 42 .2 39 .8 37 .3 35. 7 11 12 13 14 34. 8 40.6 32 .3 35 .5 36.9 37 .6 37 .9 38.4 38.3 36. l 39.2 37 .6 42. 5 42. 3 l 2 3 4 10 44.4 44.8 46.S 44.8 11 12 13 14 l 2 3 4 35. 9 29.3 27 .9 27 .4 27.0 24.6 25.5 27.1 29.4 29 .4 47.5 50.S 52.3 48.9 l 2 3 4 10 22.9 22.3 21.8 21.5 l 2 3 4 10 11 12 13 14 51.3 49.4 48.5 46.0 43.3 41.l 41.4 38.9 36.7 35.2 11 12 28.0 38.3 33.8 36.1 39.3 41.2 43.4 47 .5 54.3 60.9 34.2 40.0 31. 7 34.8 l 2 3 4 10 59.8 53.4 10 l 2 10 11 12 13 14 35.5 28.8 27.5 27.0 26.5 24.1 25.3 26.8 28.9 28.8 11 12 52 .5 56.5 57 .2 53 .3 49.7 44.6 40.5 38.0 36.2 34.4 22.2 21.5 21.0 20. 7 l 2 3 • 10 38.9 27 .9 2NDFL.STA 4/22/2002 5:38 PM 22.8 23.l 23.S 24.0 30.8 31.l 33.9 32.3 31.1 33.l RECEIVER LEO(Hl LlO 24 68,9 71.8 33.6 34.1 35.1 41.8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 41.5 38.8 47.3 41.1 41.9 43.1 44.6 46.8 46.3 48. 7 10 51.8 56.3 58.8 57. 7 1 2 3 4 10 11 12 13 14 22.7 23.0 23.3 23 .8 30. 7 30.5 29.0 27.8 26.7 28.8 11 12 13 14 52.4 54 ,3 51. 7 51.8 49.0 47.2 45.9 44.5 43.0 42.0 29.3 29.8 30.8 37.3 1 2 3 4 10 43.0 39.5 37 .4 39.4 1 2 3 4 11 12 13 14 38.7 38.1 37 .6 37 .1 36. 7 34.1 43 .2 36.9 38.1 39.6 41.5 43.8 43,2 46.1 1 2 3 4 10 49.1 52. 7 53 .5 53.9 11 12 13 14 1 2 3 4 10 37 .3 38.0 38.4 38.9 38.936.7 39. 7 38.3 43.2 43.1 11 12 13 14 45.2 45.8 47.8 46.2 49.8 52. 5 50.4 50.9 48 .3 46.6 45.4 44.1 42.6 41.6 1 2 3 4 49.1 52.7 55.9 53.9 42. 7 39.2 37 .2 39.1 1 2 ., 3 4 10 1 2 3 4 38.5 38.0 37 .4 36.9 11 12 13 14 1 2 3 4 10 60 .2 62.1 57. 7 51.1 47.5 44.9 45.7 44.2 42.4 41.2 11 12 13 14 40.2 46. 0 37. 7 40. a 37 .2 37 .8 38.2 38. 7 38. 7 36.5 39.5 38.0 42.9 42.8 1 2 3 4 10 44.9 45.4 47 .3 45.6 11 12 13 14 1 2 3 4 41.3 34. 5 33 .1 32.6 32 .2 30.1 28.4 27 .4 29.6 29.6 48.5 51.8 54 .3 51.6 1 2 3 4 10 23.1 22.5 22.1 21. 7 1 2 3 4 10 11 12 13 14 55.7 53.8 52 .3 48.4 45.0 42 .s 42. 7 40 .2 37 .9 36. 3 11 12 26.6 36.3 31.1 33 .6 37 .o 38.4 40.3 42 .3 46. 7 52.8 35.3 41.2 32. 7 35. 9 1 2 3 4 10 59 ,8 61.1 10 1 2 10 11 12 13 14 36.5 30.0 28.728.1 27. 7 25.4 25 .6 27.1 29.5 29.5 11 12 57 .2 56.5 52.S 48.7 44.4 39.9 37.6 35.8 34 .2 31.9 23.0 22.5 22.0 21.6 l 2 3 4 10 36.S 26.6 11 12 27 .6 37. 7 33 .0 35.5 38. 7 40.4 42.4 45.9 51.9 58.8 RECEIVER LEQ(H) LlO 27 71.5 74. 6 61.5 55.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 53.8 57,4 56.0 51.9 48.4 43.2 39. 7 37 .3 35. 7 33. 7 10 38.2 27.5 11 12 13 14 22.9 23.2 23.6 24.0 30.9 31.6 34.0 32.4 31.2 33 .3 RECEIVER LEQ(H) LlO 25 69. 7 72.6 33. 7 34.2 35.3 42.0 1 2 3 4 10 JtOADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 l\OADWAY SEGl<ENT U.7 39.0 47 .6 41-4 42.2 43.4 45.0 41.2 46,7 49,3 10 52. 7 57.9 60.8 58.6 1 2 3 4 10 11 12 13 14 22. 7 23.0 23.5 23.9 30.7 30.6 33.0 31.6 30,7 33.1 11 12 13 14 52.8 54.4 51.7 51.8 48.9 41.1 45,9 44.S 42,941.9 33,5 34.0 35.0 40.9 1 2 3 4 10 43.0 39.4 37 .4 39, 3 4 1 2 3 4 11 12 13 14 38. 7 38.l 37 .6 37 .o 39.9 37 .1 45.9 39.6 40.4 41.5 43.1 45.6 45.1 48.3 1 2 3 4 10 51.2 55.0 56. 9 56. 0 11 12 13 14 l 2 3 4 10 37 .3 38.0 38.3 38.9 38.936.7 39. 7 38.3 43.2 43.1 11 12 13 14 45.2 45.8 47.8 46.1 51.4 53.6 51.1 51.5 48. 7 46.9 45.7 44.4 42.8 41.8 1 2 3 4 49.0 52.6 55.7 53.8 42.9 39.3 37 .3 39 .3 1 2 3 4 10 1 2 3 4 38.6 38.1 37. 6 37 .0 11 12 13 14 1 2 3 4 10 61.1 65.1 59.5 53 .2 49,5 46.B 47.0 44,6 42.8 U.5 11 12 13 14 40.4 46.3 37.9 41.1 37.2 37.9 38,3 38.8 38.8 36.6 39 .6 38.2 43.1 43.0 1 2 3 4 10 45.1 45.7 47.6 46.0 11 12 13 14 1 2 3 4 41.4 34.6 33 .2 32. 7 32 .3 30.2 28.8 27.6 29. 7 29.8 48.9 52.4 55.3 54L9 1 2 3 4 10 23. 3 22. 7 22 .2 21.9 1 2 3 4 10 11 12 13 14 58.3 58.0 54.7 49.8 46.3 43 .3 43.6 41.3 39.6 38.2 11 12 26.4 36 .o 30.7 33. 3 36.6 38.1 39.8 41.7 45.l s.o. 7 37 ,3 43.3 35.1 38.4 1 2 3 4 10 57 .2 60.3 10 1 2 10 11 12 13 14 39.6 33. 7 32.5 31.9 31.4 29.2 26, 9 27. 3 29.5 29.6 11 12 56.6 54,8 51.1 41.4 42. 5 39.) )1.2 35 .4 33.1 31.3 21.1 22.5 22.0 21. 1 1 2 3 4 10 36.1 26.4 11 12 27.1 36.7 31.7 34.2 37. 6 39.0 u.o 43.4 48.3 55.2 RECEIVER LEQ(H) LlO 28 11.6 74.9 61.4 58.8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 56.0 57.3 53. 7 49.9 45.3 40.9 38.3 36.4 34.8 32.6 10 37.1 26.7 11 12 13 14 23.1 23.4 23.8 24.3 31.l 31.4 34.1 32.5 31.3 33 .4 RECEIVER LEOCHl LlO 26 70.8 73. 7 33,8 34.3 35,4 42.1 1 2 3 4 9 10 ROAI:MAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIMA'i SEGMENT 41.8 39.2 41.8 41.1 42.6 43.8 45.4-41.7 41.4 S.0.1 10 53.8 59.4 61.6 58.0 1 2 3 4 10 11 12 13 14 2NDFL.STA 4/22/2002 5:38 PM 11 12 13 14 44.2 44.6 46.4 44. 5 51.8 53.6 51.1 51.3 48.6 46.e ,s.6 u.3 ,2.1 u.e l 2 3 4 47 .2 50.3 52.4 49.6 42.9 39.3 37.3 39.2 l 2 3 4 10 l 2 3 4 38.6 38.0 37 .5 36.9 11 12 13 14 1 2 3 4 10 54.9 60.8 66.3 58.6 53 .1 49.6 49.2 46.4 44.3 42.9 11 12 13 14 41. 7 47 .3 38.741.7 37 .2 31.8 38.2 38.7 38.1 36.5 39.6 38.l 43.0 42.9 8 1 2 3 4 5 6 10 45.0 45.5 47.4 45.8 11 12 13 14 1 2 3 4 42.0 35.1 33. 7 33 .1 32. 7 30.S 26.6 28.1 30.3 30.3 48.6 52.0 54.9 52.7 1 2 3 4 10 23.9 23.3 22.8 22.4 1 2 3 4 10 11 12 13 14 59.5 66.3 61.8 54.4 50.3 47.5 47.5 45.0 43.2 41.8 11 12 27 .0 36.2 29.4 32.6 36.2 38.2 39.2 40.6 42.6 45.2 40.8 46.6 38.1 41.2 l 2 3 4 10 47.6 49.9 10 1 2 10 11 12 13 14 41.6 34. 7 33 .4 32.8 32.4 30.2 28.6 27.7 29.9 29.9 11 12 49.4 47. 5 45 .2 42 .3 40. 2 38.5 36.9 35.4 32.9 30.2 23 .4 22.8 22.4 22.0 1 2 3 4 10 35. 9 27 .o 11 12 26 .5 35. 9 30.1 33 .0 36. 7 38.3 39.5 41.3 44.1 48.2 RECEIVER LEQ(H) LlO 31 70.8 74.1 54 .6 57 .6 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 54. 7 53 .1 50.1 45.3 41.3 39.0 37 .1 35 .4 33 .5 30.9 10 35.9 26.4 11 12 13 14 23. 7 24.0 24 .3 24.8 31.6 31.6 32.8 32.9 31. 7 33.8 RECEIVER LEQ(H) LlO 29 71.1 74.4 34.3 34 .8 35.9 42.7 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l. 0 OBA 11 12 13 14 ROADWAY SEGMENT 42.6 40,l 49.1 43.3 44 .3 45. 7 47 .6 50.5 50.8 54.3 10 59.4 61.6 56.6 52.5 l 2 3 4 10 11 12 13 14 23.3 23.6 24.1 24.5 31.3 31.2 33.7 32.7 31.5 33.6 11 12 13 14 47. 7 50.1 48.l 48.9 46.7 45.2 44.1 43.1 41.6 40. 7 34.0 34.5 35.6 42.4 1 2 3 4 10 41.9 38.4 36.4 38.4 l 2 3 4 11 12 13 14 37 .8 37.3 36.8 36.3 42.1 39.6 48.3 42.2 43.3 44.5 46.3 48.8 48.6 51.6 1 2 3 4 10 55.9 61.3 60. 1 55.4 11 12 13 14 1 2 3 4 10 36.5 37 .1 37 .5 37 .9 37 .9 35.738.7 37 .2 42.0 41.8 11 12 13 14 43.7 44.1 45.8 43.9 50.0 52.0 49.8 50.3 47. 7 46.1 45.0 43.8 42.3 41.3 1 2 3 4 46.5 49.3 51.3 48.2 42 .5 )8.9 36.9 38.9 1 2 3 4 10 1 2 3 4 38.3 )7. 7 37.2 36.7 11 12 13 14 1 2 3 4 10 53 .1 57 .5 65. 9 62.2 55.1 51.0 50.4 47.3 45.1 43.6 11 12 13 14 42 .3 47 .8 39 .o 42.0 36.9 .37.6 37.9 38.4 38.4 36.2 39.2 37.7 42.6 42.4 1 2 3 4 10 44.5 44.9 46.7 45.0 11 12 13 14 1 2 3 4 42.2 35. 3 33.9 33 .3 32 .9 29.3 26. 7 28.3 30.5 30.5 47.6 5,0.8 53.2 50.6 1 2 3 4 10 24.0 23.4 23.0 22.6 1 2 3 4 10 11 12 13 14 56. 3 63 .3 65.5 56.9 52.0 48. 7 48.6 45.9 43.9 42.5 11 12 27.0 36.3 28. 7 32.3 35.8 37.9 38.8 40.0 41.6 43. 7 41.3 47.0 38.5 41.6 1 2 3 4 10 45.5 47 .4 10 l 2 10 11 12 13 14 41.8 :15.0 33.6 33 .0 32 .6 30.5 27.2 28.0 30.2 30.2 11 12 46.8 44.9 43.2 41.1 39.6 38.1 36.6 35.1 32.4 29.7 23. 7 :;!3.2 22.7 22.3 l 2 3 4 10 35.9 27.0 11 12 26.9 )6.0 29.6 32.8 36.5 38.2 39.4 41.0 43.2 46.2 RECEIVER LE:QIHl LlO 32 71.0 74.3 49.3 S2.l 10 1 2 10 ROAm!AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SF.GHENT 51.4 49.8 46.6 43.1 40. 7 38.8 36.9 35.4 33.1 30.6 10 35.9 Z6.9 11 12 13 14 23.8 24.1 24.5 24.9 31.8 31.8 32 .5 33.0 31.8 34 .0 RECEIVER LEQ(H) LlO 30 71,0 74 .3 34.4 35.0 36.1 43 .o l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMEN1' 42 .8 40.3 49.4 43. 7 44.8 46.2 48.2 51.2 51.7 55.6 10 60.6 61.0 55.3 51.7 1 2 3 4 10 11 12 13 14 23.5 ;23.8 24.2 24.6 31.4 31.4 33 .4 32.8 31.6 33. 7 11 12 13 14 47.0 49.5 47 .6 48.5 46.3 44.9 43.9 42.8 41.4 40.5 34 .1 )4.6 35. 7 42.6 1 2 3 4 10 41. 7 38.3 36.3 38.3 1 2 3 4 11 12 13 14 37. 7 37 .1 36.6 36.l 42 .3 )9.8 48.6 42.6 43. 7 44.9 46.8 49.4 49.3 52 .6 1 2 3 4 10 57 .2 61.9 58.8 54.2 11 12 13 14 1 2 3 4 10 36 .4 37 .0 37. 3 37 .8 37. 8 35.5 38.5 37 .0 41.8 41.6 11 12 13 14 43.5 43.8 45. 5 43.6 49.1 Sl.2 49.1 49,747.3 45 .8 44. 7 43.5 42.0 41.l 1 2 3 4 46.1 48.9 so. 7 47 .s 42.2 )8. 7 36. 7 38. 7 1 2 3 4 10 1 2 3 4 38.1 j7.5 37.0 36.5 11 12 13 14 1 2 3 4 10 52 .1 56.1 64. 7 64 .6 56.6 52.1 51.2 47.9 45.6 43.9 11 12 13 14 42.7 48.1 39.3 42.2 36. 7 j7 .4 37, 7 38.2 38.2 36. 0 39. 0 37 .5 42. 4 42 .2 1 2 3 4 10 2NDFL.STA 4/22/2002 5:38 PM 11 12 13 14 42 .4 35.5 34.0 33.5 33.0 28.8 26.8 28.4 30. 7 30,6 11 12 43.4 41.5 40.5 39.2 38.2 37.1 36.1 34.5 31.5 28.4 24.2 23.6 23.0 22.1 l 2 3 4 10 35.8 27.1 11 12 27 ., 36.4 28,5 32.0 35. 7 37.6 38.5 39.6 41.1 42.8 RECEIVER LEQ(H) LlO 35 70.8 74. l 44.4 46.S 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 45.6 43.7 42.3 40.4 39.1 37 .s 36.5 35.0 32.2 29.4 10 35.9 21.3 11 12 13 14 24.1 24.5 24. 9 25.4 32 .4 32. 3 31.0 33. 5 32.3 34 .4 RECEIVER LEQ(H) LlO 33 70. 7 74 .1 34 .9 35.4 36.6 43. S 1 2 3 4 10 ROMMAY SEGMENT SOUND LEVEL CON'I'RIBUTIONS EXCEEDING 1.0 PBA 11 12 13 14 ROADWAY SEGMENT 43. 6 41.2 50.S 45.2 46.5 48.3 so. 7 54.5 56.1 60.2 10 60.4 56 .2 51.6 49.0 1 2 . 3 4 10 11 12 13 14 23.9 24.2 24.6 25.0 31.9 31.9 32.0 33.2 32.0 34.0 11 12 13 14 44.8 47.5 45. 9 47.0 45.0 43.8 42.9 42.0 40.6 39.8 34.6 35.l 36.2 43.1 1 2 3 4 10 41.l 37. 7 35. 7 37. 7 1 2 3 4 11 12 13 14 37 ,2 36,6 36.2 35. 7 43. 0 40. 6 49. 7 44,1 45.2 46.8 48.9 52.1 52. 7 56.9 1 2 3 4 10 61.1 59.6 54.1 so.a 11 12 13 14 l 2 3 4 10 35. 9 36.5 36.8 37 .3 37 .2 35.0 37.9 36.4 41.2 40.8 11 12 13 14 42 .6 42.9 44.4 42 .3 46.3 48.8 47.1 48.0 45.9 44.6 43.6 42.5 41.2 40.3 1 2 3 4 44.? 47 .3 48. 7 45.2 41.5 38.l 36.1 38.1 1 2 3 4 10 1 2 3 4 37.5 37.0 36.5 36.0 11 12 13 14 1 2 3 4 10 49.2 51. 9 57. 3 64. 0 64 .4 57 .4 54. 8 50.5 47.7 45,8 11 12 13 14 44.J 49,J 40.1 43 .0 36.2 36.9 37 .2 37.6 37.6 35.4 38 .4 36.8 41.6 41.3 l 2 3 4 10 43.3 43.5 45.1 43.2 11 12 13 14 1 2 3 4 43.0 36.0 34.5 33 .9 33.1 26.J 27.4 28.9 31.2 31.l 45.6 48.4 50.0 46.7 1 2 3 4 10 24. 5 24.0 23.3 23 .1 1 2 3 4 10 11 12 13 14 51.2 54 .6 62.2 65. 6 58. 5 53 .4 52.1 48.6 46.2 44.5 11 12 34.1 36 .5 27 .4 30. 7 34.6 36.6 37.3 38.1 39.0 40.0 43.1 48.4 39.5 42 .4 1 2 3 4 10 41.1 43 .3 10 1 2 10 11 12 13 14 42 .5 35.6 34 .1 33 .6 33.1 27. 7 27.0 28.5 30. 7 30. 7 11 12 42. 7 40.2 39.5 38.3 37. 5 36.6 35. 7 33. 9 30.9 27.9 24.2 23 .6 23.1 22. 7 1 2 3 4 10 35. 7 32.5 11 12 27.1 36.2 28. 0 31.6 35.5 37 .3 38.2 39.1 40.5 41.8 RECEIVER LEQ(H) LlO 36 70.9 74.2 43.2 45.3 10 l 2 10 ROAIMA Y SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 44.4 42.3 41.2 39. 7 38.6 37 .4 36.3 34. 7 31.8 28.8 10 35.7 27.1 11 12 13 14 24.4 24 .6 25.1 25. 6 32 .6 32.6 30.4 33.6 32.4 34. 5 RECEIVER LEQ(Hl LlO 34 70. 7 74.0 35 .0 35.6 36. 7 43. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 43.8 41.5 50.9 45. 7 47 .1 49.0 51.6 55. 7 57 .s 60.9 • 10 59.2 55.1 50.8 48.4 1 2 3 4 10 11 12 13 14 24.0 24.3 24.7 25.2 32.1 32.0 31.6 33.3 32.1 34.2 11 12 13 14 44 .2 47 .0 45.5 46.7 44. 7 43.6 42.7 41.8 40.4 39.6 34.6 35.2 36.3 43.3 1 2 3 4 10 40.9 37 .5 35.5 37 .6 1 2 3 4 11 12 13 14 37 .0 36.5 36.1 35. 6 43.2 40.0 so.a 44.5 45.7 47.3 49.6 52.9 53.9 58.J l 2 3 4 10 61.2 58.3 53,1 50.1 11 12 13 14 l 2 3 4 10 35.8 36.4 36. 7 37 .1 37.1 34.8 37 .8 36.2 41.0 40.6 11 12 13 14 42.5 42.7 44.1 42. 0 45.7 48.3 46.6.47.6 45.6 44.3 43 .4 42 .3 41.0 40.1 1 2 3 4 44.4 46.9 48.2 44 .6 41.4 37.9 35.9 37 .9 1 2 3 4 10 1 2 3 4 37 .4 36.9 36.4 35.9 11 12 13 14 1 2 3 4 10 48.6 51.0 55.8 61. 7 65.6 59.8 56. 3 51.4 48. 5 46 .4 11 12 13 14 44. 8 49. 7 40.4 43 .2 36.1 36. 7 37 .0 37 .5 37 .4 35 .2 38.2 36.6 41.4 41.1 1 2 3 4 10 43 .0 43.3 44.8 42.8 11 12 13 14 l 2 3 4 43.2 36.1 34. 7 34 .1 32 .8 26. 5 27.5 29.1 31.4 31.3 45.3 48.0 49,5 46.0 1 2 3 4 10 24.6 24.1 23. 5 23 .2 1 2 3 4 10 11 12 13 14 50.4 53.4 60.0 65. 7 60. 7 54.8 53 .0 49.346.7 45.0 11 12 34.1 37 .2 27 .1 30.3 34.4 36.4 36.8 37 .6 38. 5 39.4 43.6 48.8 39 .1 42.6 1 2 3 4 10 40.3 42. 7 10 1 2 10 11 12 13 14 42. 7 JS. 7 34. 3 33. 7 33.3 26.8 27 .1 28.6 30.9 30.9 11 12 42 .2 39.6 38.9 37 .8 37.0 36.2 35.4 33 .6 30.6 27.4 24.3 23.7 23.2 22.9 1 2 3 4 10 36. 1 32. 7 11 12 27 .3 36.3 27.8 31.2 35.2 37.1 37.8 38.8 39.9 41,l RECEIVER LEQ(HI LlO 37 69 .9 73 .2 42.4 4,4.3 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 2NDFL.STA 4/22/2002 5:38 PM ROADWAY SF.GHENT lO ll l2 l3 l4 24,3 24.5 25,l 25.5 32.6 32.7 30.2 33.2 32.4 34.5 35.0 35.6 36.7 43.7 l 2 3 4 lO ll l2 l3 14 43.8 41.5 51.0 45.7 47.1 49.0 51.6 55. 7 57 .o 59.6 58.1 54.5 50.4 48.1 l 2 3 4 lO ll l2 l3 l4 44.0 46.8 45.3 46.5 44.6 43.4 42.6 41.6 40.3 39.5 40.8 37 .4 35. 5 37. 5 l 2 3 4 36. 9 36.4 36.0 35.4 l 2 3 4 lO 11 l2 13 14 35. 7 36 .3 36.6 37.0 37. 0 34. 7 37 .6 36.1 40.9 40.5 42 .4 42.5 44.0 41. 9 l 2 3 4 44. 3 46.6 48.0 44 .4 1 2 3 4 lO ll l2 13 14 48.3 50.6 55.1 60. 3 63. 7 59.6 56. 3 51.5 48.5 46.5 44.9 49. 7 40.4 43 .2 l 2 3 4 10 ll l2 l3 14 43.2 36.1 34. 7 34.1 32.3 26.5 27.5 29.2 31.4 31.2 24. 7 24 .1 23.5 23.2 1 2 3 4 10 11 12 34.2 37.5 27.1 30.4 34.3 36.5 36.9 37.6 38.4 39.3 40.2 42.3 lO l 2 lO ll 12 41.8 39.4 38.8 37.7 37.0 36.2 35.5 33.7 30.7 27 .4 36.5 32.8 RECEIVER LEQ(H) LlO 38 67 .5 70.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 10 ll l2 13 14 24.6 25.1 25.6 25.9 32 .3 32.6 30.4 30.l 30.2 32.6 33 .3 34.0 35.0 41.S l 2 3 4 10 11 12 13 14 41.l 38.9 49.6 44.6 46.1 48. 4 51.l 54.6 55.0 56.8 55.9 53. 3 49. 7 47 .6 1 2 3 4 10 ll 12 l3 l4 43.6 46.0 44.2 45.4 44.3 43 .2 42.4 41.4 40.l 39.3 40.6 37 .2 35.3 37 .3 1 2 3 4 36.8 36.3 35.8 35.4 1 2 3 4 10 ll 12 l3 l4 35.6 36.2 36.5 36 .9 36.8 34.6 37.5 35.9 40.7 40.3 42.1 42.2 43.1 40.9 1 2 3 4 42.6 44.5 45.6 42.2 1 2 3 4 lO 11 12 13 14 46.4 47. 7 52.2 57 .3 59.6 57 .) 54.3 49.2 45.9 43.5 41.8 46.8 36.7 39.6 1 2 3 4 10 ll 12 13 14 40.1 33. 7 32 .4 31.7 29.5 26.5 27.6 29.2 31.2 31.8 25,8 25.2 24. 7 23 .8 1 2 3 4 10 11 12 34.4 38.2 27.4 30.7 34.8 36.8 37 .1 37 .8 38.5 39.3 40.0 40.7 lO 1 2 10 ll 12 39.9 39.2 38. 7 37.8 37.2 36.4 35. 7 34.1 31.l 27.7 37 .2 33 .l 2NDFL.STA 4/22/2002 5:38 PM STAMlVUl Version 1. 20 STAMINA 2 . 0 / BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: NOTE: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEHS 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 'l'HAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 ANO BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 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 E-1 -daytime traffic EMISSION LEVELS: Calveno Levels (trucks>)Omph) OPROGRAM INITIALIZATION PMAMETERS HEIGHT .00 1.00 .oo .00 .oo .ooo 2 .300 8.000 OROADWAY 41 42 43 44 45 46 47 48 49 so 51 52 53 54 55 OROADWAY 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 0ROADWAY 69 1 2 CODE 1 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LE\1EL ONLY HEIGHT AOOUSTMENT FOR PASSENGER CARS HEIGHT AOOUSTMENT FOR HEAVY TRUCKS HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO (CARS) (HT) (MT) IVEH4l CO • 5.20 Cl 11 38.80 SO = HEIGHT AOOUSTMENT FOR TYPES VEHICLES (VEHS I MT--CALVENO CO = 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CAL VENO CO • 50.40 Cl = 19.20 so "' College Boulevard -nb ls-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 MT o. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 - - - - - - ---- --COORDINATES---- ----- - - -- X y z GRADE 6243206. 7 2002908. 5 170.0 1 6243168 .3 2002983. 2 116.0 1 6243133. 3 2003060 .1 182.0 1 6243102. 3 2003145.4 188.0 1 6243072. 9 2003238. 8 194 .o 1 6242965.4 2003596 .6 220.0 1 6242882. 9 2003870 .1 240.0 1 6242842. 3 2004006. 6 250.0 1 6242813. 3 2004094 .4 256.0 1 6242788. 3 2004157 .9 260 .o 1 6242746. 4 2004250.1 266.0 1 6242697. 3 2004338. 8 272.0 1 6242641. l 2004425.4 278.0 1 6242567. 9 2004525 .4 284.0 1 6242321. l 2004861.6 304.0 l college Boulevard -nb contd. (s-of-cvdl VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 HT o. 30.0 VEH4 733. so.o VEH5 27. 50.0 VEH6 10. 50.0 ------------COORDINATES------------- X y z GRADE 6242321.1 2004861. 6 304.0 1 6242172. 9 2005062. 9 316.0 1 6242116 .1 2005139. 7 322.0 1 6241879 .2 2005461.6 350.0 1 6241842 .3 2005514. 7 354.0 1 6241806. 7 2005572. 6 358.0 1 6241772.6 2005639.4 362.0 1 6241739. 8 2005719. 7 366,0 1 6241709. 8 2005821. 0 370.0 1 6241696.1 2005887 .2 372. 0 1 6241684 .5 2005970.1 374.0 1 6241682. 3 2006070.4 375.4 1 6241691.1 2006188. 5 376.0 1 6241"110.4 2006288. 5 318.0 0 6241740. 4 2006386. 0 377 .0 0 College Boulevard -nb \n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 10.0 MT o. 30.0 VEH4 1192. 50.0 VEH5 u. 50.0 VEH6 16. 50.0 ------~-----COORDINATES----------~-- X y z GRADE 624.1140.4 2006386. O 31'1 .0 0 6241752. 5 2006417. 0 376. 0 0 6241783. 9 2006487. 6 374 .0 0 .00 .oo .00 WALLI.STA 4/22/2002 3 6241817 .6 2006549 .6 372.0 0 4 6241887. 3 2006652. 5 370.0 0 5 6241954. 9 2006738 .1 368.0 0 6 6242021. 3 2006821.2 366.0 0 7 6242089. 7 2006907. 6 364.0 0 8 6242157. 2 2006992 .4 362 .0 0 9 6242216. 9 2007067 .6 360.0 0 10 6242274. 8 2007140.4 358 .0 0 11 6242366. 2 2007259. 6 356.0 0 12 6242410. 8 2007327. 5 354 .o 0 13 6242439. 8 2007376. 4 352 .o 0 14 6242486. 3 2007465. 0 348. 5 0 OROAIMAY College Boulevard -nb contd. ln-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. so.o VEH6 16. 50.0 ------------COORDINATES------------- X y z GRADE 14 6242486. 3 2007465. 0 348. 5 0 15 6242526. 2 2007556. 9 345.0 0 16 6242560. 6 2007651. 0 341.5 0 17 6242593. 7 2007746. 4 338.0 0 18 6242626. 6 2007841. 3 334. 5 0 OROAOWAY College Boulevard -sb (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT 0. 30.0 MT 0. 30.0 VEH4 1192. 50. 0 VEHS 44. 50.0 VEH6 16. 50.0 - - - - ----- - --COORDINATES--- - - ---- - - -- X y z GRADE 1 6242587. 6 2007857. 1 334.5 1 2 6242555. 0 2007763. 7 338.0 1 3 6242521.2 2007666. 3 341.5 1 4 6242487. 8 2007574 .3 345.0 1 5 6242449 .3 2007486.1 348.5 1 6 6242411. 8 2007413 .1 352.0 1 7 6242389. 6 2007374. 3 354.0 1 8 6242342 .o 2007299. 1 356.0 1 9 6242311. 5 2007255. 8 358.0 1 10 6242221. 4 2007140. 5 360.0 1 11 6242152. l 2007053. 8 362 .0 1 12 6242067 .3 2006946. 5 364.0 1 13 624.1996.4 2006857. 7 366.0 1 14 6241918. 6 2006760.0 368.0 1 15 6241881. 3 2006712. 9 370.0 1 OROAOWAY College Boulevard -sb contd. (n-of-cvd) WHICLE 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. so.o - -• -- - - - ----COORDINATES-· --- - - ----- - X y z GRADE 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 6241114. 9 2006437 .1 316.0 1 411) 6241701. 7 2006402. 9 377 .0 1 OROADWAY College Boulevard -sb (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30 .o HT o. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50 .o VEH6 10. so.a --• - - - ------COORDINATES-- - ---------- X y z GRADE 4 6241701. 7 2006402. 9 377 .0 1 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 .o 0 10 6241668. 6 2005811. 0 370.0 0 11 6241700 .4 2005705. 4 366 .o 0 12 6241734.B 2005621.6 362.0 0 13 6241770.4 2005552 .2 358.0 0 14 6241807. 3 2005491. 3 354 .o 0 15 6241845 .4 2005437 .2 350.0 0 16 6242083 .1 2005114.1 322 .o 0 17 6242138. 9 2005038 .2 316.0 0 18 6242286. 7 2004836. 6 304.0 0 OROAIMAY College Boulevard -sb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT o. 30.0 HT 0. 30.0 VEH4 733. 50.0 VEHS 27. 50.0 VEH6 10. 50.0 -- - ------ - --COORDINATES------- ----- - X y z GRADE 18 6242286 .1 2004836. 6 304. 0 0 19 6242534.2 2004501. D 284 .o 0 20 6242606. 7 2004401. 6 278.0 0 21 6242661.1 2004317.2 272. 0 0 22 6242708. 6 2004.231. 0 266.0 0 23 6242749. 8 2004141. 3 260.0 0 24 6242773. 9 2004080 .1 256.0 0 25 6242801. 7 2003994. 7 250.0 0 26 624284.2. 9 2003851. 9 240.0 0 27 6242925. 4 2003584. 7 220, 0 0 28 6243032. 9 2003227 .2 194. 0 0 5:39PM 29 6243062.0 2003131. 9 188.0 30 6243094. 8 2003044. 7 182.0 31 6243130.4 2002964. 7 176.0 BARRIER TYPE(A) Pad Edges contd. 5 32 6243170.4 2002887. 9 170.0 - - --- - - --COORDINATES-- - ------ - X y z zo DELZ p OROADWAY Carlsbad Village Drive -eb 41 6241621. 2 2006224. 6 385.4 376.4 1.0 3 42 6241612 .2 2006224, 7 385.4 376.4 43 6241604. 7 2006225. 3 385.4 376.4 VEHICLE TYPE VEHICLES/HOUR SPEED 44 6241597. 0 2006225. 8 385.4 376.4 CARS o. 30.0 1 HT 0. 30.0 MT o. 30.0 BARRIER TYPE(A) Pad Edges contd. 6 (gate) VEH4 534. 45.0 VEH5 10. 45.0 - - --- ----COORDINATES---------- VEH6 2. 45.0 X y z zo DELZ p ---- - - - - - - --COORDINATES-- - - - --- - - - - -41 6241621. 2 2006224. 6 376.4 376.4 .0 0 X y z GRADE 49 6241614. 9 2006202. 2 377 .6 377 ,6 eb 6239065.5 2005793 .1 266.0 1 1 eb2 6239434. 0 2005883. 6 270.0 1 1 6240728. 0 2006265 .6 347 .) 1 BARRIER TYPE(Al Pad Edges contd. 7 2 6240822. 0 2006297 .8 354.3 1 3 6240917. 4 2006329.6 361.3 1 ---------COORDINATES--------- - 4 6241012. 5 2006359. 8 368.0 1 X y z zo DELZ p 5 6241107.5 2006381. 3 373 .4 1 45 6241586. S 2006204. 6 376 .2 376.2 .0 0 6 6241204. 3 2006392. 9 37'7 .4 1 46 6241595. 6 ~006203. 8 376. 5 376.5 7 6241301.6 2006394. 9 380.0 1 47 6241602. 5 3006203. 5 376. 7 376. 7 8 6241400. 0 2006387 .2 381.2 0 1 9 6241495.5 2006370.0 381.0 0 10 6241591.0 2006343. 6 379.5 0 BARRIER TYPE(A) Pad Edges contd. 7 11 6241686. 6 2006315. 7 378.0 0 ---------COORDINATES---------- X y z zo DELZ p OROAIMAY 10 Carlsbad Village Drive -wb 47 6241602. 5 2006203. 5 385. 7 376. 7 1.0 3 48 6241608 .3 2006202. 9 385.9 376.9 49 6241614. 9 2006202. 2 386.6 377 .6 VEHICLE TYPE VEHICLES/HOUR SPEED 50 6241611.0 2006172.2 386.0 377 .o CARS o. 30.0 51 6241607. 3 2006128 .6 385.8 376.8 HT 0. 30.0 52 6241606. 9 2006126. 7 385. 7 376. 7 MT o. 30.0 53 6241605. 0 2006083. 0 385.3 376.3 VEH4 534. 45.0 54 6241604.2 2006056.0 384.2 375.2 VEH5 10. 45.0 1 VEH6 2. 45.0 - - - - - - - -----COORDINATES-- - - - - - - - - - - -BARRIER 10 TYPE(A) Pad Edges contd. 8 X y z GRADE 1 6241699. 0 2006356.0 378.0 1 ---------COORDINATES---------- 2 6241601. 7 2006384.3 379.5 1 X y z zo DELZ p 3 6241504. 5 2006411.0 381.0 1 54 6241604. 2 2006056. 0 384 .2 375,2 1.0 3 4 6241403 .5 2006429.1 381.2 0 55 6241604. 7 2006027. 3 384.1 375.l 5 6241303 .8 2006436.9 380.0 0 56 6241606. 7 2005983. 9 383 .5 374.5 6 6241201.4 2006434. 8 377 .4 0 57 6241606. 7 2005981. 0 383 .2 374.2 7 6241099.6 2006422. 6 373.4 0 58 6241610. 3 2005937. 7 382.1 373.1 8 6240999 .3 2006399. 7 368.0 0 59 6241613. 3 2005915. 6 382.2 373.2 9 6240903. 5 2006369 .2 361.3 0 60 6241581.0 2005903.4 381.0 372.0 10 6240809. 5 2006337 .9 354.3 0 61 6241563. 5 2005898. 5 381.0 372.0 11 6240714. 9 2006305. 6 347 .3 0 62 6241538.8 2005891.6 379.4 370.4 wb 6239425. 7 2005913. 9 270.0 0 63 6241502. 9 2005878.4 377 .o 368.0 wb2 6239059. 8 2005825. 2 266.0 0 1 1 BARRIER 11 TYPE(A) Pad Edges contd. 9 BARRIER TYPE(A) Pad Edges - - - - - - - --COORDINATES-- - - - - - - - ----------COORDINATES----------X y z zo DELZ p X y z zo DELZ p 63 6241502. 9 2005878. 4 374.0 368.0 1.0 3 1 6240931.4 2005942.0 371.8 365.8 1.0 3 64 6241442. 3 2005856. 3 372 .o 366.0 2 6240910. 9 2005952. 8 371.8 365.8 65 6241381. 7 2005837. 2 370.0 364.0 3 6240892. 5 2006012. 5 371.8 365.8 66 6241278. 6 2005800. 0 368.0 362.0 4 6240893.5 2006014.4 372 .8 366.8 67 6241154. 7 2005755.8 364 .0 358.0 5 6240876. 0 2006084. 5 372.8 366.8 68 6241136. 6 2005749. 2 364 .o 358.0 6 6240875 .1 2006086 .4 373 .5 367 .5 69 6241085. 9 2005731. l 364.0 358.0 7 6240858. 5 2006158. 3 373 .5 367 .5 70 6241075. 0 2005729. 2 364 .0 358.0 8 6240858. 0 2006160. 7 374 .5 368.5 71 6241055. 6 2005725. 5 363.6 357 .6 9 6240844 .1 2006219. 8 374. 5 368.5 72 6241015. 7 2005711. 7 369.3 363.3 10 6240859. 2 2006246. 0 374. 5 368.5 1 1 BARRIER 12 TYPE(AI Pad Edges contd.10 BARRIER TYPE(A) Pad Edges contd. 2 ------ ---COORDINATES---------- ---------COORDINATES----------X y z zo DELZ p X y z zo DELZ p 72 6241015. 7 2005711. 7 363.3 363.3 .0 0 10 6240859.2 2006246.0 374.5 368.S 1.0 3 73 6240993. 9 2005704. 8 363.3 363.3 11 6240871.1 2006253. 9 374.5 368.5 74 6240967. 7 2005775. 2 363.3 363.3 12 6240915. 5 2006274. 7 375.0 369.0 75 6240969. 3 2005776. 2 364.3 364.3 13 6240928. 7 2006281. 9 375.0 369.0 76 6240948. 8 2005833. 3 364.3 364.3 14 6240956. 7 2006297 .1 375.0 369.0 77 6240960. 7 2005855. 0 364.3 364 .3 15 6240983. 7 2006312 .1 375 .0 369.0 1 16 6240986.7 2006309.6 376.8 310.e 17 6241031.3 2006328.6 376.8 370.8 BARRIER 13 TYPE(AI Road Edges 18 6241059. 6 2006335. 6 376.8 370.8 19 6241062.2 2006336.2 377 .8 371.8 ---------COORDINATES---------- 1 X y z zo DELZ p 0 6239439 .0 2005867. 6 270.0 270.0 .0 0 BARRIER TYPE IA) Pad Edqes contd. 3 1 6240733.2 2006243.2 347 .3 347 .3 2 6240827. 8 2006277. 9 354.3 354.3 --- - -----COORDINATES-- - - - - - - - -3 6240923. 2 2006310. 5 361.3 361.3 X y z zo DELZ p 4 6241018 .1 2006339. 6 368.0 368.0 19 6241062.2 2006336.2 377 .8 371.8 1.0 3 5 6241111. l 2006361. 8 373.4 373 .4 20 6241088.5 2006340.2 377 .8 371.8 6 6241205. 0 2006372 .3 377 .4 377 .4 21 6241127. 7 2006345. 8 379.5 373.5 7 6241301. 7 2006374. 9 380.0 380.0 22 6241141. 9 2006348 .1 380.5 374.5 8 6241398. 3 2006366. 3 381.2 381.2 23 6241144. 2 2006348 .1 380.5 374.5 9 6241490. 8 2006349. 7 381.0 381.0 24 6241115.8 2006352.8 382.0 316.0 1 25 6241200. 5 2006355. 7 383.1 377 .1 26 6241222. 6 2006359. 0 384.2 378.2 BARRIER 14 TYPE(Al Road Edges contd.2 27 6241266 .1 2006357. 7 384.5 378.5 28 6241299. 3 2006356. 7 383.4 377 .4 ----- - ---COORDINATES-- - - - - - - - - 1 X y z zo DELZ p 9 6241490. 8 2006349. 7 381.0 381.0 .o 0 BARRIER TYPE(A) Pad Edges contd. 4 10 6241585.4 2006323.9 379.5 379.5 11 6241629. 5 2006310. 0 378.6 378 .6 --- - - - - --COORDINATES-- - - - - - - - -12 6241640. 8 2006298 .1 378.2 378 .2 X y z zo DELZ p 13 6241647. 0 2006282. 7 378.3 378 .3 28 6241299. 3 2006356. 7 383.4 377 .4 1.0 3 14 6241631. 6 2006194. 7 376 .o 376 .0 29 6241332. 3 2006355. 4 385.0 379.0 15 6241624 .1 2006122. 4 376 .0 376 .0 30 6241378 .4 2006353. 7 386.6 380.6 16 6241624. 6 2005984. 9 374.0 374 .o 31 6241382. 0 2006353 .4 386.8 380.8 17 6241634.5 2005891.3 372.0 372. 0 32 6241425. 5 2006345. 8 385.8 379.8 1B 6241648. 9 2005819 .1 370. 0 370.0 33 6241457 .1 2006338. 7 385.5 379.5 1 34 6241491. 7 2006332.0 385.6 379.6 35 6241534. 9 2006322. 9 386.5 380.5 BARRIER 15 TYPE(A) Road Edges contd. 3 36 6241537. 4 2006322. 7 386.4 380.4 37 6241579. 2 2006310. 4 385.1 319.1 ---------COORDINATES---------- 1 X y z zo DELZ p 18 6241648.9 2005819.1 370.0 370.0 .o 0 BARRIER TYPE(Al Pad Edges contd. 5 19 6241663. 3 2005759. 6 368.0 368.0 20 6241679. 5 2005709. 3 366.0 366.0 ------- --COORDINATES----------21 6241696. 9 2005663 .1 364.0 364.0 X y z zo DELZ p 22 6241714. 2 2005620. 9 362 .0 362.0 37 6241579.2 2006310.4 389.1 379.1 1.0 3 23 6241732. 1 2005584. 0 360.0 360. 0 38 6241605. 6 2006302. 3 388.3 378.J 24 6241769. 7 2005516. 9 356.0 356.0 39 6241616. 7 2006284. 9 387 .4 377 .4 25 6241807.2 2005458.0 3S2 .O 352 .0 40 6241628. 7 2006264. 7 387 .0 377 .o 26 6241843. 6 2005406. 6 348.0 348.0 41 6241621. 2 2006224. 6 386.4 376.4 27 6241817. l 2005360. 4 344 .o 344 .0 WALLl.STA 4/22/2002 5:39 PM .0 .0 .0 .0 .o .o .o .o 4 . .o .o .0 .0 .o .o .o .o .0 .o lWUUER 16 'l'YPEIA} Road Edges contd. 4 .0 .0 .0 .0 .o .o .0 .o .0 .0 .o .o .o .o .o . 0 .o .o .0 .o ---------COORDINATES----------.0 . 0 .o .o .o .o .o .o X y z zo DELZ p 5 .0 .0 .0 . 0 .o .o .o .o .0 .0 27 6241877. l 2005360. 4 344.0 344.0 .o 0 .0 .0 .0 .0 .0 . 0 .0 .0 .o .o 28 6241912. 9 2005312 .4 340.0 340.0 .0 .0 .0 .o .0 .0 .0 .0 .o .0 29 6241945. 9 2005267. 3 336.0 336.0 .0 .o .0 .0 .0 .0 . 0 .o 30 6241980. 0 2005221. 7 332 .o 332 .0 6 .0 .o .o .0 .0 .o .o .o .o .o 31 6242013. 5 2005176 .6 328.0 328.0 .o .o .o .o .o .o .o .0 .0 .0 32 6242048 .1 2005129. 8 324.0 324.0 .o .o .o . 0 .o .o .0 .o .0 .0 33 6242082.2 2005084.2 320.0 320.0 .0 . 0 .o .o .o .o .0 .o 34 6242119. 8 2005032. 2 316.0 316.0 7 • .o .o .o .o .o .o . 0 .0 .o .o 35 6242169.5 2004966.3 312.0 312.0 .o .o .o .0 . 0 .o .o .o .0 .0 36 6242218. 0 2004898 .1 308.0 308.0 .o .o .o .o .o .o .o .0 .o .o l .o .0 .0 .o .o .o .o .0 8 • .0 .0 .o .o .0 .0 .o .o .o .o BARRIER 17 TYPE(A) Road Edges contd. 5 .o .o .o .o .o .o .o .0 .0 .0 .o .o .o . 0 . 0 . 0 .o .0 .0 .0 - - --- - - --COORDINATES-- - - - - --- -.0 .0 .0 .0 .0 .0 .o .o X y z zo DELZ p 9 • .o .o .o .o .0 .0 .o .0 .0 .0 36 6242218. 0 2004898 .1 308.0 308.0 .o 0 .0 .o .o .o .o . 0 .o .0 .0 .0 37 6242267. l 2004831. l 304.0 304.0 .0 .0 . 0 .0 .0 .0 . 0 .o .o .o 38 6242316.2 2004764.7 300.0 300.0 .0 .o .o .o . 0 .0 .o .o 39 6242366. 5 2004697 .1 296.0 296.0 10 • .0 .o .0 .o,, .o .o . 0 . 0 .0 .o 40 6242415.0 2004630.1 292.0 292.0 .0 .0 .o .0 . . 0 .o .0 .o .o .0 41 6242465. 3 2004563. 0 288.0 288.0 .o .0 .o .o .0 . 0 .0 .o .o .0 42 6242514. 4 2004496. 0 284 .o 284.0 .0 .o .o .o . 0 .0 . 0 .0 43 6242564. l 2004429. 0 280.0 280.0 44 6242607 .4 2004367. 8 276. 0 276.0 45 6242642 .1 2004312. 9 272.0 272.0 SHIELDING FACTORS -RECEIVER ACROSS, ROADWAY DOWN l l . .o .o .0 .o .o .o . 0 . 0 .o .o BARRIER 18 TYPE(Al Road Edges contd. 6 .o .o . 0 .o . 0 .o .0 .o .o .o . 0 .o .0 .o .o .o .0 .o .0 . 0 - - ---- - --COORDINATES-- - - - - - - - -.o .o .o .o .o .0 . 0 .0 X y z zo OELZ p 2 . 0 .o .o .o .o .o .0 .o .o . 0 45 6242642 .1 2004312, 9 272 .o 272 .o .o 0 .o .o .0 .o .o . 0 .0 .0 .0 .o 46 6242673.9 2004256.2 268.0 268.0 .o .o . 0 .0 .o .0 . 0 .o .o .o 47 6242703 .3 2004197. 9 264.0 264.0 .0 .0 .o .o . 0 .0 .o .o 48 6242729.J 2004140.1 260.0 260.0 3 . .o .o .o .o .0 .o .0 . 0 .0 .o 49 6242753. 6 2004080. 0 256.0 256.0 .0 .o .o .o .o .0 .o .o .0 .0 so 6242773 .2 2004021. l 252.0 252.0 .0 .o .0 .o .0 .0 .o .o .o .o 51 6242789. 4 2003966. 8 248.0 248.0 .0 .o .o .o .o .o .0 .0 52 6242807. 3 2003912. 5 244.0 244.0 4 . .o .o .o .o .o .0 .o .o .0 .0 53 6242831. 0 2003830 .4 238 .o 238.0 .o .o .o .0 . 0 .0 .o .o .0 . 0 54 6242855.3 2003748.4 232 .0 232.0 .0 .0 .0 .o .o .o .0 .o . 0 .0 l .o .o . 0 .o .0 .o .0 .o 5 .o .o .o .o . 0 .o .o .0 .0 .0 BARRIER 19 TYPE(A) Road Edges contd. 7 .0 .o .0 .0 .o .0 .0 .0 .o .o .0 . 0 .o .o .o .o .0 .0 .0 .0 ---------COORDINATES----------.o .0 .o .o .0 .o .0 .0 X y z zo OELZ p 6 • .0 .o .o .0 .0 .o .0 .0 .0 .0 54 6242855. 3 2003748 .4 232 .0 232 .o . o 0 .o .o .o .o .o .o .0 .0 .0 .0 55 6242880. 7 2003665. 8 226.0 226.0 .o .o .o .0 . 0 . 0 .o .0 .0 . 0 56 6242905. 5 2003 583. 2 220.0 220. 0 .0 . 0 . 0 .0 .o .o .0 .0 57 6242929. 8 2003501. 7 214.0 214.0 7 . .0 .0 .0 .0 . 0 .0 .o .o .o .o 58 6242954. 7 2003420. 2 208.0 208.0 .0 .0 .0 .0 .o .0 .o .0 .o .o 59 6242980. 1 2003338. 2 202.0 202 .o .o . 0 .o .0 .o .0 .o .o .o .o 60 6243004. 3 2003255. 0 196.0 196.0 .0 .0 .0 .0 . 0 .0 . 0 .o 61 6243030. 9 2003164. 8 190.0 190.0 8 .o .o .o .o .0 .o .o .o .0 .0 62 6243063. 9 2003069. 5 184.0 184.0 .o .o . 0 .o .o .o .0 .0 .0 .0 63 6243098. 5 2002988 .1 178.0 178.0 .o .o .o .o . 0 .0 . 0 .0 .0 .o l .o .o .o .o .o .o .0 .0 9 . .o .o .o .o .o .0 .o .0 .o .o BARRIER 20 TYPE(A) Road Edges contd. 8 .0 .o .0 . 0 .o .0 .0 .o .o .o .0 .0 .0 .o .0 .0 .o .o .o .o ---------COORDINATES------ - - --.0 . 0 .0 .o . 0 .0 .0 .0 X y 2 zo DELZ p 10 .o .o .0 .0 .o .0 .0 .0 .0 .0 63 6243098. 5 2002988 .1 178.0 178.0 .o 0 .o .o .o .o .o .0 .0 .0 .o .o 64 6243123. 4 2002936 .1 174.0 174,0 .0 . 0 . 0 .0 . 0 .o .o .0 .0 .0 65 6243152. 3 2002882. 3 170.0 170.0 .0 .0 .0 .0 .0 . 0 .o .o l Receivers (at s feet) RECEIVER LEQ(H) LlO l 54.8 57 .5 - - - - - - - - - - --COORDINATES-------------ROAJ:MAY SBGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA X y z l 6240989. 6 2005746.2 368.3 ROADWAY SEGMENT 2 6240966.4 2005813.6 369.3 3 6240912 .1 2005981. 6 370.8 7 10 4 6240895 .8 2006048 .1 371.8 5 6240880.3 2006108 ,4 372.S 11 12 13 14 6 6240874. 9 2006130. 7 372.S 22.0 22.2 22. 7 23 .2 30.4 30.6 28.4 26.9 25.6 27.8 7 6240858.6 2006195.0 373.5 8 6240854. 6 2006218. 0 373. S 28.3 28.8 30.0 36.8 9 6240945 .1 2006279. 6 374.0 l 2 3 4 10 10 6240971.3 2006293 .o 374.8 11 6241009 .1 2006308 .4 375.8 11 12 13 14 12 6241034. 7 2006318. 7 375.8 36 .3 33.3 42 .1 36.0 36. 7 37 .4 38.6 39.6 37 .2 36.1 13 6241092 .4 2006327. 8 376.8 14 6241120 .8 2006330.0 376.8 33.9 33.8 32.9 32.3 15 6241162.0 2006334.8 378.6 l 2 3 4 10 16 6241188.0 2006336.8 378.6 17 6241250 .1 2006340 .1 379.6 11 12 13 14 18 6241279.2 2006343 .4 379.6 28.S 31.1 30.2 32 .8 31.1 30.0 29.2 28.3 27 .2 26.S 19 6241320.4 2006338. 2 381,4 20 6241347. 6 2006336. 0 381.4 27.9 24.7 22.8 24.8 21 6241407. 5 2006330. 5 382 ,4 l 2 3 4 22 6241433. 3 2006326. 0 382 .4 24.2 23.6 23.2 22.6 23 6241474.0 2006318.6 382 .4 1 2 3 4 10 24 6241505. 4 2006311 .1 382 .4 25 6241554. 7 2006297. 3 381.4 11 12 13 14 26 6241586. 8 2006290 .2 381.4 22.9 23.S 24. 0 24.4 24 .6 22 .2 25.3 23. 8 28.3 27. 9 27 6241608. 5 2006271. 4 381.4 28 6241611. 8 2006242 .o 381.4 29.S 29.S 30.1 28.6 29 6241600. 9 2006186. 0 381.2 l 2 3 4 30 6241597. 5 2006154. 0 381.2 30.9 33.0 34.2 28. 6 31 6241592. 6 2006103. 4 380.2 l 2 3 4 10 32 6241593. 4 2006072 .4 380.2 33 6241590.2 2006038. 9 378.0 11 12 13 14 34 6241591.3 2006007. 3 378.0 31.4 32 .3 32. 7 33.0 36.1 37.9 40.l 38. 7 37 .3 36.5 35 6241595.4 2005958. 3 377 .o 36 6241600.l 2005926 .1 377 .0 35.4 41.0 32. 7 35 .9 37 6241586. 9 2005916 .1 377 .0 1 2 3 4 10 38 6241546. 5 2005904 .1 377 .0 1 11 12 13 14 36.2 29.4 21.9 27.3 26.8 24. 7 25. 7 27 .1 29. 3 29.0 ALPHA FACTORS -RECEIVER ACROSS, ROADWAY DOWN 22.4 21.7 21.l 20. 8 l . .0 .0 .o .0 .o .o .o .0 .o .o l 2 3 4 10 .0 .0 .0 .0 .0 .0 .o .0 .0 .0 .0 .0 .0 .0 .0 .0 .o .0 .0 .0 11 12 .0 .0 .0 .0 .o .0 .o .0 37 .3 46 .4 36.l 27 .5 30, 0 31.8 32. 5 31. 0 32 .0 30.4 2 . .o .o .o .0 .o .o .o .0 .0 .o .o .o .0 .0 .o .o .o .0 .0 .0 29.5 26. 7 .0 .o .o .0 .0 .o .o .0 .0 .o 10 1 2 10 .o .0 .0 .0 .0 .o .0 .o 3 . .o .0 .o .0 .o .o .o .o .0 .0 11 12 .o .0 .0 .0 .0 .0 .0 .0 .0 .0 28.1 30.S 31.0 32.3 32.0 33.3 32 .3 30.3 27. 7 34. 9 .o .0 .0 .o .0 .o .0 .o .0 .o WALLl.STA 4/22/2002 5:39PM 45.3 36.5 11 12 13 14 20.2 20.6 21.0 21.5 28.5 28.5 26.3 24.6 23.3 25.3 RECEIVER LEQ(H) LlO 2 55.0 57 .9 25.8 26.2 27 .3 33. 7 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 33 .l 30.4 39.1 33.l 33 .8 34.8 35.8 36.9 32 .8 32 .5 10 33 .1 33.4 34.3 32.4 l 2 3 4 10 11 12 13 14 22 .9 23.1 23.6 24.1 31.2 31.1 28.7 27.2 25.8 27.9 11 12 13 14 30.5 33.4 32.4 33.9 31.9 31.2 30.8 30.3 29.3 28. 7 28,3 28.8 29.9 36.5 1 2 3 4 10 29.8 26.3 24.4 26.4 l 2 3 4 11 12 13 14 25.9 25.2 24.9 24.6 35.9 32.8 41.3 35.0 35.8 36. 7 37. 7 38. 7 36.9 34.5 1 2 3 4 10 33.8 33.8 33 .5 32.l 11 12 13 14 1 2 3 4 10 25.0 25.5 25.6 26.0 26.1 23.9 26.8 25.3 29.9 29.6 11 12 13 14 31.6 31.4 32.3 30.2 28.3 )1.7 31.7 32. 7 31.2 30.3 29. 7 28.9 27.8 27.1 1 2 3 4 32.1 34.5 35.4 31.3 28.4 25.2 23.3 25.2 1 2 3 4 10 1 2 3 4 24.6 24.0 23,4 22.8 11 12 13 14 l 2 3 4 10 33.0 33. 6 32 .4 32.3 31.8 34.1 37 .4 35.8 34.4 33.4 11 12 13 14 32. 5 38.0 29.5 32. 7 23.0 23.8 24.l 24.8 24 .8 22. 7 25.6 24.2 28. 7 28.3 l 2 3 4 10 29 .9 29.9 31.2 29 .1 11 12 13 14 l 2 3 4 33.3 26. 7 25.4 24.8 24.4 22 .4 23.S 25.0 27.3 27 .2 31.4 33.4 34.4 30.1 1 2 3 4 10 20.6 20.0 19. 5 19 .1 1 2 3 4 10 11 12 13 14 31.6 32. 7 32. 7 33 .0 34.8 37. 5 39.1 37.8 36.5 35. 5 11 12 31.3 46.1 40.4 35.l 36.9 37.3 37. 7 35.2 35.0 32 .s 34. 6 40.4 32 .2 35. 6 l 2 3 4 10 31. 7 28. 6 10 l 2 10 11 12 13 14 36.0 29.4 27 .9 27 .5 27 .1 25. 0 26.l 27.7 30.0 29.9 11 12 30. 7 32.2 33. 9 34. 7 36.5 38.0 37 .9 37 .0 35.0 38.9 23 .2 22.6 22.0 21.6 1 2 3 4 10 45.4 31.3 11 12 37.4 47.4 38.6 28.8 31.2 32 .8 33.5 31.8 32. 7 30 .8 RECEIVER LEO(Hl LlO 5 55.1 58.1 30.0 27.1 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 28.5 31. 0 Jl.6 32.9 32 .9 34.2 33 .3 31.5 29.0 36.7 10 46.3 36.5 11 12 13 14 19.6 20.0 20.4 20.8 27.7 27.7 25.4 23. 7 22.5 24.5 RECEIVER LEQ(HI LlO 3 54.2 56. 7 24.9 25.4 26.4 32.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 32,2 29.5 38.6 32.6 33.3 34.2 35.3 36.1 32 .0 32.2 10 33.0 33.2 34.3 32. 7 1 2 3 4 10 11 12 13 14 20.9 21.3 21. 7 22.2 29.2 29.2 26.9 25.4 24.2 26.2 11 12 13 14 30.2 33.8 32.6 33.8 32.9 32.4 31.3 30.5 29.3 28.5 26.6 27.2 28.l 34.6 l 2 3 4 10 30.l 27 .1 25.2 27 .4 l 2 3 4 11 12 13 14 27.l 26.7 26.5 26.3 34.0 31.3 39. 7 33 .6 34.2 35.2 36.4 37.4 34.l 32.8 l 2 3 4 10 33.3 33. 5 34.l 32 .1 11 12 13 14 l 2 3 4 10 26. 7 27.2 27.2 27.5 27.3 25.0 27.8 26.1 30.6 29.9 11 12 13 14 31.4 31.5 32.8 31.l 30.l 33 .l 32.0 33.6 32 .0 31.0 30.2 29.l 28.l 27.5 l 2 3 4 33 .2 34.5 35.6 31. 7 29.0 25.8 24.0 26.1 l 2 3 4 10 l 2 3 4 25. 7 25.2 24.6 23.8 11 12 13 14 l 2 3 4 10 33.3 33. 7 32.3 32.l 31.3 32.9 36.9 35.3 34.0 32.9 11 12 13 14 32.0 37 .4 28.6 31.8 24.2 24, 7 25.4 26.0 25.9 23 .s 26.5 25.0 29.4 28. 9 1 2 3 • 10 30.4 30.3 31.3 29.5 11 12 13 14 l 2 3 4 32.4 25.9 24.6 24.0 23.6 21.5 22.6 24.2 26.5 26.5 32 .o 34.3 35.0 30.6 1 2 3 4 10 20.0 19 .4 18.8 18. 5 1 2 3 4 10 11 12 13 14 32. 7 33 .3 32.5 32 .5 32 .0 35.3 37. 9 36.4 34.9 34.0 11 12 31.3 46. 7 42.3 37.9 39.3 38.9 38.8 36.3 35 .4 33 .o 33 .1 3B.9 30.4 33 .6 l 2 3 4 10 32.1 28.9 10 l 2 10 11 12 13 14 34 .2 27 .6 26.3 25. 7 25.3 23 .2 24 .2 25. 7 27.9 27.9 11 12 31.0 32.3 34 .5 35.2 37 .6 39 .1 39.5 39.0 37 .6 40.4 21. 3 20. 7 20.2 19.B l 2 3 4 10 45.9 31.3 11 12 31.2 45.6 3B.6 32.8 34 .9 35.8 36.3 34.l 34.4 32.0 RECEIVER LEQ(HI LlO 6 55.4 58,4 31.2 2B.1 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 29.9 31.9 32.9 34.3 35.4 36.8 36.2 35.l 32.9 37.3 10 45.0 31.2 11 12 13 14 19.3 19. 7 20.1 20 .4 27.4 27.3 25.0 23.3 22 .1 24.1 RECEIVER LEQ(HI LlO 4 54.6 57 .3 24.5 25.1 26.1 32.5 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.8 29.2 38.5 32.4 33.2 34 .0 35.1 35.9 31. 7 32.l 10 32.9 33 .1 34 .3 32. 7 WALLl.STA 4/22/2002 5:39PM 6 10 29.0 29.7 29.9 30.3 30.1 27.9 30.7 29.1 33.3 32.8 11 12 13 14 34,S 34.4 35.5 33.l 30.6 33.9 32.6 34.1 33.4 32 .o 31.4 30,S 29.6 29.1 1 2 3 4 34.6 35.8 36.0 31.9 30. 7 27.7 25.9 27.9 1 2 3 4 10 1 2 3 4 27. 7 27.4 27.2 26.9 11 12 13 14 1 2 3 4 10 33.8 34.0 31.9 31.6 30. 7 31.S 35.6 34.3 33.0 32.1 11 12 13 14 30.9 36.3 27 .3 30.4 27 .2 27. 7 27.9 28.2 27. 9 25. 6 28.3 26.8 31.1 30.4 1 2 3 4 10 31.9 31.S 32.9 30. 7 11 12 13 14 1 2 3 4 31.0 24.5 23 .1 22 .5 22 .1 20.1 21.2 22. 7 25.0 25.1 33.5 35.0 35.5 31.6 1 2 3 4 10 18.6 18.0 17. 5 17 .2 1 2 3 4 10 11 12 13 14 33 .3 33. 7 32 .2 32.0 31.3 32 .5 36.6 35.l 33.8 32.8 11 12 31.3 47.8 47.3 47. 7 45.4 43.2 41.0 38. 7 35.9 34 .3 31. 7 37 .1 28.3 31.4 1 2 3 • 5 7 10 32. 5 30 .1 10 1 2 10 11 12 13 14 32 .1 25.5 24.2 23.6 23.2 21.2 22.3 23.8 26.l 26.2 11 12 31.5 32.8 34.9 36.9 39.2 41.0 43.0 44.6 45.9 45.5 19. 7 19.1 18.5 18.2 1 2 3 4 10 46.9 31.3 11 12 31. 3 4'7 .0 42 .1 39.1 40. l 39.5 39.3 36. 7 35.5 33.1 'RECEIVER LEQIH) Ll0 9 59.6 63.1 32.2 29 .1 10 1 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 31.1 32.2 34 .7 35.5 38.0 39.4 40.l 39.8 38.7 41.0 10 46.l 31.3 11 12 13 14 17 .3 17 .6 17 .9 1B.3 25.4 25.4 23,2 21.5 20.3 22.3 RECEIVER LEQ(H) Ll0 7 56.8 60.2 22.9 23.4 24.4 31.0 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l.O OBA 11 12 13 14 ROADWAY SEGMENT 30.4 27.9 37.4 31.4 32.3 33.3 34.2 33.8 3l.1 32.2 6 8 10 33.2 33 .7 35.5 34.3 1 2 3 4 10 11 12 13 14 18.6 18.9 19.3 19. 7 26. 7 26,6 24.3 22.6 21.4 23.3 11 12 ll 14 31.8 35.1 34.1 36.9 36.4 35,5 35.2 34.2 33. 0 32.1 23.8 24.3 25.3 31.8 2 l 2 3 4 10 33.4 30.0 28.0 30.4 1 2 3 4 11 12 13 14 30.3 30.l 29.9 29,5 31.2 28.6 38.0 31.9 32.6 33.6 34.5 34.9 31.0 31.7 1 2 3 4 10 32.6 32.9 34.4 33.0 11 12 13 14 1 2 3 4 10 29. 7 30.3 30.5 30. 7 30.4 28.0 30.6 28. 7 33.6 33.2 11 12 13 14 35.1 35.2 36.6 34.1 30. 9 34. 0 33 .o 35 .1 33 .6 33.3 33 .3 32.9 31.9 31.3 1 2 3 4 36.4 37 ,6 37 .3 32.3 32.8 29.8 27.8 29.8 1 2 3 4 10 1 2 3 4 29.4 28.9 28.4 28.2 11 12 13 14 1 2 3 4 10 35,1 35,3 32. 7 32.4 31.4 31.5 35.0 34.4 32 .9 31.8 11 12 13 14 30.6 35.9 26.8 29.9 28.9 28.9 29.1 29.6 29. 5 27 .1 30.2 28.6 33.3 32.5 1 2 3 4 10 34. 1 33.9 34.7 32.1 11 12 13 14 1 2 3 4 30.5 23.8 22.4 21.921.4 19.4 20.4 21.9 24.1 24.1 33.8 35.6 35.8 31.9 1 2 3 4 10 17 .5 17 .o 16.4 16,2 1 2 3 4 10 11 12 13 14 33. 7 34.0 31.9 31. 7 30. 9 31.8 35.8 34.6 33.2 32,3 11 12 J0.5 45.4 44 .3 50.1 52.2 48.1 44.2 41.5 38.0 36.2 31.1 36.5 27.6 30. 7 1 2 3 4 10 33 .8 31.8 10 1 2 10 11 12 13 14 31.3 24.8 23.4 22.9 22.S 20.4 21. 5 23 .1 25,3 25.4 11 12 32.4 34 .5 36.3 39.2 41.4 44. 0 47 .2 49.2 47.8 43. 7 18. 9 18.4 17. 8 17 .6 1 2 3 4 10 45.2 30.6 11 12 31,3 47 .7 45.4 44.6 43.8 42.0 40. 7 38.l 3S.8 33.9 RBCEIWR LEQ1H} LlC 10 60.8 64.3 32 .s 29.8 10 l 2 8 10 P..OAIMAY SEGMENT SOUNO LEVEL CON'l1lIBUT10NS llCEEOING 1.0 DSA 11 12 ROADWAY SEGMENT 31.5 32.6 34.9 36.4 38.9 40.S 42.4 43.l 43.6 43.6 10 46.7 31.3 11 12 13 14 17 .3 17 .6 18.0 18.4 25.4 25. 5 23.2 21.6 20.3 22.4 RECEIVER LEQ(H) Ll0 8 57 .8 61.2 22.9 23.4 24.4 31.0 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 30.4 27.8 37 .3 31,4 32.3 33.4 33.9 33,8 31.3 32 .4 10 33 ,5 34.0 35.8 34. 7 1 2 3 4 10 11 12 13 14 18 .2 18.6 18,9 19.4 26,3 26.2 23.9 22.2 20.9 23.0 11 12 13 14 32.1 35. 7 34. 7 37 .6 36.9 36.0 35.6 34. 7 33.4 32. 7 23,5 24.0 25.0 31.5 1 2 3 4 10 34.0 30.6 28.6 30.6 1 2 3 4 11 12 13 14 30.1 29.6 29.l 28.6 30. 9 28.3 37. 7 31.6 32. 5 33 .4 34.3 34.6 30.8 31.6 1 2 3 4 10 32 .5 32.9 34 .4 33 .1 11 12 13 14 1 2 3 4 10 28.8 29.5 29.8 30.2 30.2 27.9 30.9 29.4 34 .1 33 .8 11 12 13 14 35,6 35. 7 37 .l 34.6 30 .9 33 .8 33 .6 35.0 34 .5 34.3 34.1 33.4 32 .4 31.6 1 2 3 4 36.9 38.3 37. 7 33 .3 33.1 29.8 28.3 30.5 1 2 3 4 10 1 2 3 4 30.0 29.7 29.2 28.8 11 12 13 14 1 2 3 4 10 35.4 35.5 33.1 32. 7 31.6 31. 5 34.8 34.5 33.0 31.8 11 12 13 14 30.6 35.9 26.8 30.0 WALLl.STA 4/22/2002 5:39PM 10 35.2 33.6 10 1 2 10 11 12 13 14 30.5 23.9 22.5 21.9 21. 5 19.4 20.5 22.0 24.2 24.1 11 12 33 .6 36.0 38.S 41.6 44.2 48.0 51.0 49.S 44.'7 41.0 17 .5 17.0 16.4 16.2 1 2 3 4 10 44.0 30.8 11 12 31.0 45.6 44.6 50.1 54.7 49.6 45.6 42.5 38.9 36.8 RECEIVER LEQIH) LlO 13 60.9 64 .5 34 .2 32.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 32. 7 35.037.1 39. 9 42 .3 44.2 49 ,2 51.4 48.6 44.3 10 45.8 31.1 11 12 13 14 17 .3 17 .s 18.0 18.4 25.3 25.3 23.0 21.3 19.8 22.0 RECEIVER LEQIH) LlO 11 60. 7 64 .2 22 .6 23 .2 24. 2 30.8 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 30.3 27. 7 a1. 3 30. 7 31.4 32. 3 33.1 34 .1 32.3 33.6 10 34.8 35.8 36.9 36.6 1 2 3 4 10 11 12 13 14 17 .3 17 ,6 18.1 18. 5 25.5 25.6 23.2 21.6 20.3 22.4 11 12 13 14 33 .6 37 .3 35.9 38.1 36.8 36.1 35.5 34. 7 33.4 32. 7 22 .9 23.4 24 .4 30. 9 1 2 3 4 10 34. 0 30.728.8 30.8 1 2 3 4 11 12 13 14 30.3 29.8 29.4 29 .0 30.3 27.8 37.3 31.6 32.4 33.5 33.3 33.8 31.6 32.8 1 2 3 4 10 33.9 34.4 36.2 35.4 11 12 13 14 l 2 3 4 10 29.3 29.8 30.1 30.5 30.4 28.2 31.1 29.5 34.3 33.9 11 12 13 14 35.6 35. 7 37 .1 34,9 32 .3 36.3 35.6 38. 5 37 .5 36.S 35.9 35.4 34.2 33 .4 1 2 3 4 37 .0 38.8 39.0 35.4 34 .8 31.4 29.5 31.5 1 2 3 4 10 1 2 3 4 31.0 30.6 30.2 29.6 11 12 13 14 l 2 3 4 10 37 .3 37 .0 34.8 34.0 32.9 32.2 34.5 33. 6 33. 3 32.0 11 12 13 14 30.9 36.0 26. 7 29. 7 30.0 30.5 30.8 31.2 31. l 28.9 31.8 30.2 34.9 34.5 1 2 3 4 10 36 ,3 36.4 37 .4 35.2 11 12 13 14 1 2 3 4 30.3 23. 7 22.2 21.5 21.3 19.1 20.2 21.8 24.1 24.1 37 .5 39.1 38.3 34 .1 l 2 3 4 10 17 .6 17 .0 16.5 16.1 1 2 3 4 6 10 11 12 13 14 36.1 35.9 33.5 33.1 32.0 31. 7 34. 5 34.6 33 .1 31. 9 11 12 29.1 42. 5 38.8 42.9 48.4 54.9 52.2 46.4 41.9 39.3 30.8 36 .o 26. 8 29. 9 1 2 3 4 10 36.4 34 .6 10 1 2 10 11 12 13 14 30.5 23.9 22.4 21.9 21.6 19.4 20.5 22.0 24.2 24.2 11 12 34.5 37 .o 39.1 42.3 46.0 49.8 51.2 46.9 43.2 39.4 17 .6 17.0 16.6 16 .2 1 2 3 4 10 42. 5 29.3 11 12 31.1 45 .4 43. 7 47 .3 53 .5 52.S 47.8 43.9 40.0 37.6 RECEIVER LEQ(Hl LlO 14 59. 7 63 .2 34. 8 33.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 33 .2 35. 7 37 .9 41.0 43.7 46.9 49.8 50.1 45.5 42.5 10 45.6 31.2 11 12 13 14 17 .1 17 .4 17. 8 18.3 25.2 25.2 22.9 21.2 19.5 21.8 RECEIVER LEQIH) LlO 12 61.0 64.4 22.6 23. l 24.2 30 .8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 30.2 27.7 36.3 30.4 31.2 32.3 33 .l 34.2 32.6 33.9 10 35.1 36.) 37 .2 36.9 1 2 3 4 10 11 12 13 14 17 .2 17 .4 18.0 18.3 25.4 25.3 23.1 21.4 20.1 22.1 11 12 13 14 33.8 37.6 35.6 37.3 35.9 34.8 34.1 33.2 31.9 31.1 22.6 23.2 24.2 30. 7 1 2 3 4 10 32.4 29.0 27.0 29.1 l 2 3 4 11 12 13 14 28.4 27.9 27.5 27.1 30.2 27.6 37.3 31.5 32.4 32.9 33.1 33.8 31.7 33.0 l 2 3 4 10 34 .1 34.7 36.4 35.8 11 12 13 14 1 2 3 4 10 27 .4 27 .9 28.2 28.6 28.5 26.4 29.4 27 .9 32 .6 32.3 11 12 13 14 34.1 34.3 35. 7 33.6 32.6 36.5 36.1 38.8 37 .6 36.6 35.8 34 .8 33.5 33.1 1 2 3 4 35.9 38.1 38.9 35.8 34. 8 31.5 29.6 31.6 1 2 3 4 10 1 2 3 4 31.1 30.6 30.2 29. 7 11 12 13 14 1 2 3 4 10 37. 7 37 .3 35.3 34.4 33.2 32.3 34.5 33.6 32.5 32.1 11 12 13 14 30.9 36.1 26. 7 29. 7 30.0 30.6 30 .9 31. 3 31.2 28.9 31. 9 30.3 35.0 34.6 1 2 3 4 10 35.8 35.8 37. 3 35.2 11 12 13 14 1 2 3 4 30.2 23.6 22.1 21.3 21.2 19.1 20.1 21.7 23.9 24.0 37. 6 39.3 38. 7 34.5 1 2 3 4 10 17 .4 16.9 16.4 16 .o 1 2 3 4 10 11 12 13 14 36.4 36.2 33 .8 33. 3 32.2 31.8 34 .4 34 .3 33 .1 31.8 11 12 28.3 41.3 37 .5 41.3 46.6 52.0 52.2 46.5 42 .2 39.8 30.8 35.9 26.6 29. 7 1 2 3 4 10 36.8 35.1 10 1 2 10 11 12 13 14 30. 3 23.7 22,3 21.7 21.3 19.2 20.3 21.9 24.l 24.1 11 12 34.8 37 .3 39.0 42.0 45.4 48.9 48.5 45,1 41.4 38.2 17 .5 16.9 16.4 16.0 1 2 3 4 10 41.5 28.3 11 12 30.6 44.3 41.2 45.4 52 .4 54.5 49.1 44.9 40. 7 38.0 RECEIVER LEQ(H) LlO 15 59.4 63 .o WALLl.STA 4/22/2002 5:39 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 10 1.0 OBA 11 12 13 14 ROAIMAY SEGMENT 28.9 26.3 35. 7 30.2 31.3 32.5 33.8 35.2 34.2 35 .5 10 36.9 39.3 38.4 39.4 l 2 3 4 10 11 12 13 14 11.3 17 .1 18. l 18.5 25.S 2S.5 23.2 21.2 20.3 21.S 11 12 13 14 35.6 39.2 38.5 39.8 37 .1 35 .4 34.2 33 .0 31.5 30. 5 21.9 22.4 23.4 29.9 l 2 3 4 10 31.7 28.1 26.l 28.0 1 2 3 • 11 12 13 14 27.4 26.7 26.2 25.6 29.3 26. 7 36.1 30.4 31.4 32.2 33.3 34,6 33.2 34.5 1 2 3 4 10 35. 7 37.3 37.6 37.7 11 12 13 14 l 2 3 4 10 25.6 26.S 26.9 27.4 27.5 25.3 28.4 26.9 31.8 31.6 11 12 13 14 33.7 34.1 35.9 34.2 34.9 38.9 36.7 37.8 36.l 35.0 34.2 33.3 32.0 31.2 1 2 3 4 37,0 40.5 41.6 37.1 32.4 29.0 27.1 29.1 l 2 3 4 10 l 2 3 4 28.5 28.0 27.6 27.1 11 12 13 14 l 2 3 4 10 40.3 38.9 18.2 36.3 34.9 33 .4 35.3 33.6 32.2 30.8 11 12 13 14 29. 7 34.7 25.3 28, 5 27 .4 28.0 28.3 28. 7 28.6 26.5 29.4 27.9 32.7 32 .3 1 2 3 4 10 34.2 34.4 35.9 33.8 11 12 13 14 1 2 3 4 29.0 22.4 21.0 20.4 19.8 17 .6 18. 7 20.4 22.9 23.1 36.2 38.5 40.2 36. 7 l 2 3 4 10 16.6 16.1 15.6 15.3 1 2 3 4 10 11 12 13 14 38.6 37. 8 36.2 35.0 33.8 32.6 34.8 33. 7 32 .3 31.1 11 12 26.1 38.3 34.2 37.3 40.8 43.3 46.6 49.8 47.7 44.3 30.0 35.2 25,9 29.l 1 2 3 4 10 39 .9 38 .o 10 l 2 10 11 12 13 14 29 .6 23 .o 22.4 21. 7 21.3 19 .4 20 .4 22.0 24.2 24.2 11 12 31.0 40.5 43.2 44.5 46.1 44.1 41.5 39 .3 31.2 35.2 17. 7 17 .1 16. 6 16.3 1 2 3 4 10 38.8 26.3 11 12 27.9 40.7 36. 7 40. 3 45.0 49.2 52.5 48.3 43.6 41.3 RECEIVER LEQ(HJ LlO 18 58,3 61.8 38.0 36.l 10 1 2 6 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBtrrIONS EXCEEDING 1.0 DB.A 11 12 ROADWAY SEGMENT 35.8 38.6 40.l 43.0 46.5 48.8 46.8 43.S 40.7 37 .9 2 10 41.0 28.2 11 12 13 14 16.0 16.3 16.6 17.0 23.8 23.S 21.2 20.0 18.8 20.9 RECE.IVER LEQIHJ LlO 16 58.5 62 .0 21.3 21.9 22.9 29.4 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 28.9 26.4 35.8 30.3 31.4 32.5 33.9 35.4 34.3 35.9 10 37.2 40.1 38.5 39.9 1 2 3 4 10 11 12 13 14 17 .2 17 .6 18.0 18.4 25.4 25.4 21.9 19.7 19.2 21.2 11 12 13 14 35.6 38.9 37.7 39.0 36,9 35.6 34. 7 33.5 32.0 31.0 21.6 22 .2 23,1 29. 7 l 2 3 4 10 32.2 28.6 26.6 28.S 1 2 3 4 11 12 13 14 27.9 27.2 26.7 26.1 29.1 26.5 36.0 30.3 31.3 32.2 33.4 34.6 33.5 34.7 l 2 3 4 10 36.0 37.8 37 .8 38.l 11 12 13 14 1 2 3 4 10 26.3 27 .o 27 .4 28.0 28.0 25.8 28.9 27.4 32.3 32.1 11 12 13 14 34.2 34.7 36.4 34.5 34.9 39.0 36,8 37 .9 35. 7 34 .3 33 .3 32.1 30.8 29.9 l 2 3 4 37, 1 39.8 40.9 37 .1 31.2 27.8 25.8 27.8 l 2 3 4 10 l 2 3 4 27 .2 26.7 26,2 25.7 11 12 13 14 l 2 3 4 10 40.6 39 .2 38.9 36.7 35.1 33.6 35.4 33.5 32.0 30.7 11 12 13 14 29.4 34.4 25.2 28.4 26.0 26.6 26.9 27 .4 27 .4 25 .2 28.2 26.6 31.4 31.1 l 2 l 4 10 33.0 33.2 34.9 33. l 11 12 13 14 l 2 3 4 28.9 22.3 21.0 20.4 19.7 17 .s 18.5 20.1 22 .4 22. 7 35.7 38.6 40.3 36. 7 1 2 3 4 10 16 .3 15. 7 15,3 15.0 l 2 3 4 10 11 12 13 14 39.0 38 .1 36. 7 35.3 34.1 32. 8 34, 9 33.6 32.2 30.9 11 12 25. 7 37. 7 33.4 36.4 39. 7 41.7 44,9 50.0 49.5 44.5 29 .8 35.0 25. 7 28. 8 l 2 3 4 10 40.5 38.6 10 l 2 10 11 12 13 14 29.4 22. 7 21.4 20.8 19. 7 17 .9 19.4 21.8 24.1 24.1 11 12 37 .2 40.2 43. 7 45.8 46.0 42.6 39. 9 37. 9 36.2 34.4 17 .6 17 .o 16. 5 16.2 l 2 3 4 10 38.2 25.8 11 12 27 .2 39.8 35.8 39.3 43. 5 46.8 so.a 48.4 44.3 42.1 RECEIVER LEQ(HJ LlO 19 59.6 63 .1 38.4 36,6 10 l 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 36.1 39.2 40.5 42.7 45.8 47 .o 44, 5 41. 7 39. 5 36.9 10 40.2 27.5 11 12 13 14 16.1 16.3 16. 7 17 .2 24.2 24.1 21.7 20.4 19.2 21.3 RECEIVER LEQ(Hl LlO 17 58.3 61. 7 21.7 22.2 23.2 29.8 1 2 3 4 s 9 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 29.3 26. 7 36.2 30. 7 31.8 33.0 34.3 36. l 35.0 36.8 10 38.1 41.1 39.4 41.2 l 2 3 4 10 11 12 13 14 16. 3 16.6 11.0 17.4 24.2 23.9 21.4 19.9 18.8 20.8 11 12 13 14 37.9 39.9 38.3 39.5 37 .4 36.0 35.0 33.9 32 .5 31.6 21.4 21.9 22.9 29.S WALLI.STA 4/22/2002 5:39 PM 32.8 29.3 27.3 29.3 10 1 2 3 4 28.7 28.1 27,6 27.l 11 12 13 14 1 2 3 4 10 44.8 41.3 42 .e 39.2 37 .4 35.8 36.3 34.6 32.9 31.3 11 12 13 14 30.1 35.5 26.5 29.5 27.4 28.0 28.4 28.9 28.9 26.729.7 28.2 33.0 32.8 1 2 3 4 10 34. 7 35.1 36.8 34.9 11 12 13 14 1 2 3 4 30.1 23.6 22.2 :21.6 21.2 18. 7 19.9 21.4 23.5 23.4 37.6 40.4 41.7 38.5 1 2 3 4 10 16.9 16.2 15. 7 15.4 1 2 3 • 10 11 12 13 14 42.4 40.0 40.l 37 .6 35.9 34.2 35.9 34.1 32 .5 31.1 11 12 24. 7 35.3 30.733.0 36.5 38.4 42.4 44.9 49.0 51.1 29. 8 34.9 25.8 28.8 1 2 3 4 10 47.0 42.9 10 1 2 10 11 12 13 14 29 .4 22. 7 21.3 20.8 20.2 18.0 19 .0 20. 7 22 .9 22.8 11 12 42. 3 45.2 47.5 46.2 43 .1 41.1 39.1 35.5 33. 7 31.4 16 .3 15.8 15.4 15.1 1 2 3 4 10 35.824.7 11 12 25.5 37 .0 32, 7 35.2 38.9 41.0 44.8 51.0 51.9 46.2 RECEIVER LEQ(HJ ,LlO 22 60.0 63.4 42 .6 40 .2 10 1 2 10 ROMMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING l.O OBA 11 12 ROADWAY SEGMENT 39.2 41.3 45.0 48.4 48.0 44.8 40.3 37 .6 35. 7 33.5 10 37 .5 25.6 11 12 13 14 16. 7 17 .o 17 .4 17.925.0 25.1 23.0 21.7 20. 5 22. 7 RECEIVER LEQIHI L10 20 58.9 62.3 23 .1 23 .6 24.6 31.2 1 2 3 • 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 30.6 28.0 37. S 31.4 32 .6 34 .0 35.5 37. 5 36.6 38.4 10 40.1 43.5 42 .4 44. 0 1 2 3 4 10 11 12 13 14 16.1 16.4 16.8 17 .2 24.1 24 .1 21.7 20.6 19.4 21.6 11 12 13 14 40. 7 43.1 41.0 41. 7 39.2 37.5 36.4 35.1 33.6 32. 7 22.1 22.6 23.6 30.1 1 2 3 4 10 33.8 30.3 28.2 30.2 1 2 3 4 11 12 13 14 29.5 28.9 28.4 27 .8 29.5 26.8 36.2 30. 7 31.8 33 .o 34.3 36.5 35.3 37 .1 1 2 3 4 10 38.4 41.6 40.0 41.8 11 12 13 14 1 2 3 4 10 28.1 28.8 29.1 29.7 29.7 27.5 30.6 29.1 34.0 33.8 11 12 13 14 35.9 36.3 38.2 36.5 38.6 40.5 38.4 38. 7 36.6 35.2 34.1 33.0 31.5 30.6 1 2 3 4 39.3 42.6 44.7 41.9 31.8 28.3 26.3 28.2 1 2 3 4 10 1 2 3 4 27. 6 27 .1 26.5 26.0 11 12 13 14 1 2 3 4 10 45 .4 42.1 43.5 39.8 37 .8 36.1 36.9 34. 7 33.0 31.4 11 12 13 14 30.3 35.9 26. 7 29.8 26.2 26.9 27 .3 27.8 27.8 25.6 28.6 27.1 32.0 31.8 1 2 3 4 10 33. 7 34.1 35.9 34.1 11 12 13 14 1 2 3 4 30.4 23.9 22.6 22.0 21.6 19.2 20.1 21.6 23.8 23.6 36.8 39.5 42.0 39.3 1 2 3 4 10 16.9 16.4 15.9 15. 7 1 2 3 4 10 11 12 13 14 42.9 40.4 40.8 38.0 36.3 34.6 36.0 34.3 32.6 31.2 11 12 24.4 34.9 30.1 32 .4 35.8 37.7 41.3 43.5 48.2 52 .0 29.8 35 .0 25. 7 28.8 1 2 3 4 10 48.3 43.6 10 1 2 10 11 12 13 14 29.3 22.8 21.5 21.0 20.3 18.0 18.9 20.6 22.8 22.9 11 12 43.0 46.2 48.4 46.2 42.6 40.0 38.3 34.9 33 .1 30, 7 16.4 15.8 15.2 15.0 1 2 3 4 10 35.3 24.4 11 12 25.2 36.3 31.9 34.4 38.0 39.9 44.l 48.4 50.9 46.8 RECEIVER LEQ(H) L10 23 60.3 63.6 43.6 40.8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 40.0 41.8 44. 8 47.0 45.7 43 .5 40. 0 36. 7 34 .9 32.8 10 36.8 25.2 11 12 13 14 17 .3 17 .6 18. 0 18. 4 25.4 25.4 23.3 21.9 20.7 22 .8 RECEIVER LEQ(H) LlO 21 59. 7 63.0 23 .3 23.8 24 .8 31.4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAI711AY SEGMENT 30.9 28.3 37 .8 32.0 32.8 34.3 36.0 38 .1 37 .3 38.9 10 41.0 44.4 43,744.8 1 2 3 4 10 11 12 13 14 16.6 16.9 17 .3 17. 7 24.8 24.8 22.7 21.3 20.1 22.3 11 12 13 14 41.0 43.4 41.3 41. 8 39.3 37 .6 36.5 35 .2 33. 7 32. 7 22. 7 23.3 24.2 30.8 1 2 3 4 10 33.8 30.3 28.3 30.2 1 2 3 4 11 12 13 14 29.5 28.9 28.4 27 .8 30.2 27. 7 37 .1 31.5 32.5 33.8 35.4 37 .1 36.2 38.2 1 2 3 4 10 39.6 42.9 41.6 43.6 11 12 13 14 1 2 3 4 10 28.1 28.8 29.1 29.7 29. 1 27 .5 30.6 29.1 34. 0 33.8 11 12 13 14 35.9 36.4 38 .3 36.6 40.1 42.8 40.7 41.3 38.8 37 .2 36.1 34.8 33.3 32.4 1 2 3 4 39.5 42.8 45.1 42 .3 33.5 30.0 27.9 29.9 1 2 3 4 10 1 2 3 4 29.2 28.6 28.0 27.5 11 12 13 14 2 3 4 10 46.3 43. 7 44 .4 40.6 38.8 36. 7 37 .s 35.4 33.S 31.B 11 12 13 14 30. 7 36.2 27 .4 30.4 27. 7 28.4 28.8 29.3 29. 4 21.2 30.2 28.8 33.6 33.5 1 2 3 4 10 35.5 36.0 37.8 36.1 11 12 13 14 1 2 3 4 30.1 24.1 22.8 22.2 21. 8 19.4 20.4 21.9 24.1 24.l 38.9 42.1 44.5 41.4 WALLl.STA 4/22/2002 5:39PM 17 .6 17 .1 16.6 16.2 1 2 3 • 8 10 33.2 23.0 11 12 24.0 34.2 29.2 31.6 34.9 36.6 40.0 42.1 46.8 51.6 RECEIVER LEQ(H) Ll0 26 58.9 62.2 50.3 44.6 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROArMAY SEGMENT 43.8 47.4 48.1 45.2 42 .2 38.9 37 .2 33 .9 32.3 29.6 10 34.6 23.9 11 12 13 14 18.4 18. 7 19.1 19.6 26.5 26.1 23 .6 22.0 20.8 22.9 RECEIVER LEQ(H) LlO 24 60.2 63 .4 23.4 23.9 25.0 31.9 1 2 3 4 10 ROAIY,IAY SEGMEN'l' SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA. 11 12 13 14 ROADWAY SEGMENT 32.2 29.5 38.6 32. 7 33 .2 34.3 35.9 38.3 37. 7 39.9 10 43.5 46.2 41.0 44.6 1 2 3 4 10 11 12 13 14 17. 5 17. 8 18.2 18. 7 25. 7 25. 7 23. 7 22. 2 21.0 23.1 11 12 13 •.14 38.7 40.4 37 .4 37 .4 34.6 32.8 31.6 30.2 28.7 27.7 23 .6 24, 1 25.1 31.8 1 2 3 4 10 28.8 25.2 23 .1 25.1 1 2 3 4 11 12 13 14 24,4 23.8 23 .2 22 .6 31.3 28.7 38.3 32 .1 33.4 34. 7 36.4 38.4 37 .4 39.5 1 2 3 4 10 41.7 45.1 44.8 46.0 11 12 13 14 1 2 3 4 10 22.8 23.5 23. 9 24. 5 24.5 22.4 25.4 24 .0 28.9 28.8 11 12 13 14 30.9 31.4 33 .3 31. 7 40.9 43.2 40.9 41.2 38 .6 37 .0 35.8 34.5 33.0 32.0 1 2 3 4 34.6 38.2 41.3 39.5 33.1 29.6 27.6 29.5 1 2 3 4 10 1 2 3 4 28.9 28.3 27.7 27.1 11 12 13 14 1 2 3 4 10 46.S 49.3 47 .3 43 .3 40,4 38.0 38.3 35. 7 33. 7 32.3 11 12 13 14 31.0 37.1 28.4 31.5 27.4 28.1 28.5 29.0 29.0 26.9 29.9 28.4 33.3 33.2 1 2 3 4 10 35.2 35.8 37.6 36,0 11 12 13 14 1 2 3 4 31.8 24.4 23.0 22,4 22.0 19.9 20.7 22.7 25.3 25.3 38.9 42.2 44.8 42.2 1 2 3 4 10 18. 7 18.1 17. 7 17 .3 1 2 3 • 10 11 12 13 14 47.4 45.0 45.2 41.3 39.5 37 .3 37.9 35.6 33.8 32.2 11 12 23.0 32.6 26.8 29.2 32.S 34.0 36.9 39.0 42.0 44.6 31.2 36.7 27.5 30.6 1 2 3 • 9 10 48.1 45.4 10 1 2 10 11 12 13 14 31.1 24.5 23.1 22.5 22.1 19. 8 20.722.2 24.5 24.4 11 12 4.2.0 44.1 43.6 40.5 39.0 36.7 34.4 31.6 29.9 21.3 17 .8 17 .3 16. 7 16.4 1 2 3 4 10 32.7 23.0 11 12 23.6 33.8 28.4 30.9 34.2 35.9 39.1 41.3 45.5 49. 7 RECEIVER LEQ(H) LlO 27 59.2 62 .4 50.9 45.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 44.1 47.5 47.0 44,1 41.5 38 .5 36.4 33 .3 31.6 28.9 10 36.1 23.6 11 12 13 14 16.9 17 .1 17 .5 17.9 24.8 24.7 22.6 21.0 19.8 21.9 RECEIVER t,EQ(H) LlO 25 59. 7 63.0 22.3 22.9 23 .9 JO .8 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 30.5 28.0 37 .2 31.4 32 .4 34 .3 36.5 38.8 38.3 40.9 10 42.8 46.1 47. 7 44. 7 1 2 3 4 10 11 12 13 14 17.6 17.9 18.4 18.8 25. 7 25.6 23.6 22.0 20.8 22.9 11 12 13 14 38.8 40.5 37 .8 38. 0 35.2 33. 5 32.2 30.9 29.3 28.3 23.4 23.9 25.0 31.7 1 2 3 4 10 29.4 25.8 23.8 25. 7 1 2 3 • 11 12 13 14 25.1 24.5 24.0 23.4 31.3 28.8 38.0 32 .2 33.2 34.4 36.2 38.4 37.7 40.0 1 2 3 4 10 42.4 4S.6 46.2 44.0 11 12 13 14 1 2 3 4 10 23.7 24.4 24.8 25.3 25.J 23.1 26.2 24. 7 29.6 29.5 11 12 13 14 31.6 32.2 34.2 32,6 41.0 44.4 41.4 41.6 38.8 37 .1 35.8 34.5 33.0 32.0 1 2 3 4 35.5 39.0 41.9 40.0 33.0 29.5 27.4 29.3 1 2 3 4 10 1 2 3 4 28.7 28.0 27.S 26.9 11 12 13 14 5 1 2 3 4 6 9 10 46.1 51.0 68.4 44.3 41.0 38.3 38.S 36.0 34.1 32.1 11 12 13 14 31.l 36.0 27.0 30.0 27 .1 27.8 28.2 28.8 28.8 26.729.1 28.3 33.2 33.1 1 2 3 4 10 35.1 35.7 37.6 36.0 11 12 13 14 1 2 3 4 30.3 23.4 22.0 21.4 21.0 18.8 19.6 21.3 23 .6 23. 7 38.9 42.4 45.S 43.S 1 2 3 4 10 17 .2 16.6 16.1 15.8 1 2 3 4 10 11 12 13 14 46. 7 47 .4 45.9 42.5 39.9 37. 7 38.1 35. 7 33.8 32.2 11 12 22. 9 32.4 26 .4 28. 7 32.0 33.7 36.2 38.2 41.5 43.8 31.1 36. 5 27 .6 30.8 1 2 3 4 10 46.1 45.8 10 1 2 10 11 12 13 14 31.1 24.4 23.0 22.4 22.0 19.8 20.6 22.2 24.5 24.5 11 12 42. 8 42. 0 43. 7 40.3 38.8 36.0 33.9 31.4 29.3 26. 8 18. 0 11.4 16.9 16. 5 1 2 3 4 10 32.4 22.8 11 12 23 .5 33.027.3 29. 8 33 .1 34.6 37 .6 39. 7 43.1 45.8 RECEIVER t,EQIH) LlO 28 59.S 62. 7 49.9 46. 7 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEG!IENT 45.2 46.5 43 .8 41. 5 39.8 37 .1 35.0 32 .1 30.527.9 WALLI.STA 4/22/2002 5:39 PM 10 45.1 48.5 46.2 43 .4 1 2 3 4 10 11 12 13 14 17 .2 17 .s 17 .9 18.4 25.J 25.3 22.1 20.3 19.0 21.1 11 12 13 14 38.8 41.0 38.9 39.5 37 .0 35.4 34 .3 33.0 31.S 30.6 21.6 22,l 23.2 30. 7 1 2 3 4 10 31. 7 28.2 26.2 28.1 1 2 3 4 11 12 ll 14 27 .5 27.0 26.5 26.0 30.9 28.3 37 .2 31.1 32 .o 33 .3 34 .9 37 .) 36.9 39.6 1 2 3 4 10 43.3 46.7 4.7.7 45.l 11 12 13 14 l 2 3 • 10 26.4 27 .o 27, 3 27.8 27.8 25. 6 28.6 27.l 32.0 31.9 11 12 13 14 33.9 34.4 36.3 34.6 40.1 42.1 39. 7 39.9 37.) 35.6 34.4 33.1 31.6 30.6 l 2 3 • 37.4 40.6 42 .8 40.0 31. 7 28.2 26.1 28.0 1 2 3 • 10 1 2 3 4 27 .4 26.8 26.3 25. 7 11 12 13 14 l 2 3 4 10 44.8 48. 5 52.2 47.2 43.l 40.2 39.9 36.9 34.6 32.9 11 12 13 14 31.5 36.6 27.4 30.4 26.0 26.7 27.0 27.6 27.6 25.4 28.5 27,031.9 31.8 l 2 3 4 10 33.8 34.4 36.3 34.7 11 12 13 '-14 l 2 3 4 30.S 23.6 22,1 21.5 21.1 18.9 19.9 21.4 23. 7 23 .8 37.5 40.8 43.5 41.4 1 2 3 4 10 17 .4 16.8 16.3 15.9 l 2 3 4 10 11 12 13 14 47 .2 51.6 49.6 43.6 39. 7 36.9 37.0 34.4 32,6 31.2 11 12 23 .3 32 .6 25 .1 27.8 30.8 33.5 34.4 37 .1 38.6 41.0 )0.1 35.8 27.2 30.3 l 2 3 • 10 41.5 41.l 10 l 2 10 11 12 13 14 30.7 23.7 21.2 20. 7 20.2 18.4 20.2 21.8 24.l 24.1 11 12 40. 5 41.3 40. 7 39.3 36.9 35.4 33 .0 31.3 28.2 25. 9 17 .s 16.9 16.5 16.1 l 2 3 4 10 32.3 23.3 11 12 22.8 32.4 26.0 28.5 31.6 33.6 35.6 37.6 40.9 42.9 RECEIVER LEQ(H) LlO 31 58.8 62.0 45.1 45.l 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 43.3 43.l 42.8 40.5 38.3 35.9 33.4 31.4 29.0 26.6 10 32 .3 22.8 11 12 13 14 17 .1 17 .4 17. 7 18.2 25.0 24.9 22.6 21.0 19.8 21.9 RECEIVER LEQ(H) LlO 29 58.9 62 .1 22 .4 22.9 24.0 30.9 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 31.0 28.5 38.l 32 .8 34 .0 35.6 37.6 40.3 40.0 42.7 10 46.1 47 .8 44.3 41. 7 l 2 3 4 10 11 12 13 14 16.6 16.9 17 .3 17 .8 24.6 24.4 22.3 20.7 19.5 21.6 11 12 13 14 37. 3 39. 7 37. 7 38.4 36.0 34. 3 33.2 32 .1 30.6 29.6 22.l 22.6 23. 7 30.6 l 2 3 4 10 30.8 27 .3 25.3 27 .3 l 2 3 4 11 12 13 14 26. 7 26.2 25.6 2S.2 30.4 27.9 37.2 31.5 32.7 34.2 36.1 38.6 38.3 40.8 l 2 3 4 10 44.1 47.6 46.5 43.4 11 12 13 14 l 2 3 4 10 25.5 26.1 26.4 26.9 26.9 24. 7 27. 7 26.2 31.0 30.9 11 12 13 14 32. 9 33.5 35.3 33.6 38.4 40.~ 38.2 38. 7 36.2 34.6 33.5 32.2 30. 7 29.8 l 2 3 4 36. 5 39.6 41.7 38. 7 30.9 27.4 25.4 27.3 l 2 3 4 10 l 2 3 4 26.7 26.:L 25.6 25.l 11 12 13 14 l 2 3 4 10 43.2 46,0 51.5 48.9 44.8 41.7 41.3 38.2 35.7 33.8 11 12 13 14 32 .3 37 .2 27. 7 30.6 25.4 26.0 26.4 26.9 26.9 24. 7 27.7 26.3 31.1 31.0 l 2 3 4 10 33.0 33.!> 35.3 33.6 11 12 13 14 l 2 3 4 30.6 23.6 22.1 21.5 21.1 18.8 19.8 21.5 23.8 23.9 36.4 39.6 42.0 39.4 l 2 3 4 10 17. 5 16.9 16.4 16.1 l 2 3 4 10 11 12 13 14 44.7 49.~ 51.3 45.9 42.1 39.2 39.0 36.l 33.9 32.3 11 12 23 .2 32. 7 24. 7 27 .4 30.3 33 .o 33.8 36.4 37 .4 39.6 30.9 36.:J. 26. 9 29. 9 l 2 3 4 10 39.6 39.1 10 l 2 10 11 12 13 14 30.1 23.l 21.7 21.1 20. 7 18.6 19.3 21.1 23 .4 23.4 11 12 38. 8 39. 7 39.5 38.1 36.4 34 .6 32. 7 30.9 27 .8 25.S 16.9 16.§ 15.9 15.6 1 2 3 4 10 32 .3 23 .3 11 12 23.2 32. 5 25 .3 28 .2 31.1 33. 5 34 .8 37. 5 39.4 41. 7 RECEIVER LEQ(Hl LlO 32 59.1 62 .s 42.7 41.1 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEE!DING 1.0 OBA 11 12 ROADWAY SEGMENT 40.4 42.l 41.3 39.9 37 .3 3S.8 33 .0 31.4 28.5 26.2 10 32. 3 23.l 11 12 13 14 18.l 18.4 18. 7 19 ,2 26.0 25.9 23.7 22 .2 21.0 23.1 RECEIVER LEQIHI LlO 30 59.3 62. 5 23.6 24.1 25.2 32 .2 l 2 3 4 10 ROADWAY SEGMENT SOIJND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIMAY SEGMENT 32 .1 29.6 39.3 33. 7 35.0 36. 5 38.6 41.4 41.5 44.5 10 47 .6 47. 7 43.6 41.1 l 2 3 4 10 11 12 13 14 17.0 17.J 17. 7 18.1 24.9 24.8 22.7 21.1 19.9 22.0 11 12 13 14 36.8 39.2 37 .3 38.1 35. 7 34.2 33.0 31.B 30.4 29.4 22.5 23.() 24.1 31.0 l 2 3 4 10 30.6 27 .1 25.1 27 .1 l 2 3 4 11 12 13 14 26.5 26.0 25.5 25.0 30.8 28.~ 37.9 32.0 33.4 34. 7 36.8 39.3 39.1 41.8 l 2 3 4 10 WALLl.STA 4/22/2002 5:39PM 11 12 l3 l4 33.3 38.0 28.3 31.1 25.4 26,0 26.3 26.8 26.7 24.5 27.5 26.0 30.9 30,7 l 2 3 4 10 32.8 33.2 35.0 33.3 1l 12 13 14 1 2 3 4 31.3 24.2 22.7 22.l 21.7 19.2 20.4 22.1 24.3 24.4 36.1 39.l 41.1 38.1 l 2 3 4 10 17 .9 17 .3 16.8 16.5 1 2 3 4 10 11 12 13 14 42.S 45,3 50.9 51.l 46.3 42.6 41.9 38.7 36.3 34.4 1l 12 23.3 32.6 23.? 26.5 29.5 31.9 32.6 34.8 35.4 3? .2 33.0 38.2 28.? 31.6 l 2 3 4 10 36.8 35.9 10 l 2 4 5 10 11 12 13 l4 31.7 24.7 23.2 22.7 22.2 20.0 20.9 22.6 24.9 24.9 11 12 35. 7 37 .1 37.4 36.0 35.3 33.0 32.0 29.8 26.8 24.3 18.4 17 .9 17 .3 17 .o 1 2 3 4 10 32.1 23.3 11 12 23.6 32.7 24.4 27.1 30.1 32.7 33.4 35.9 36.8 38.9 RECEIVER LEQ(Hl LlO 35 58.1 61.5 38. 7 38.2 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 37 .9 38. 9 38.9 37.S 36.1 34 .2 32.6 30.6 27.5 25.1 10 32.3 23.6 11 12 13 14 17. 5 17 .9 18.2 18. 7 25.6 25.S 23.1 21.8 20.6 22. 7 RECEIVER LEQU¼) 1,10 33 51. 9 61.2 23 .2 23.8 24.9 31.8 1 2 3 4 10 ROADWA"t SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROAIMAY SEGMENT 31.8 29.5 39.4 34. 2 35. 6 37 .3 39.6 42.9 43.3 46.2 10 46.4 43.8 40. l 38.1 1 2 3 4 10 11 12 13 14 16. 7 16.9 17 .3 17. 7 24.6 24 .4 22 .1 20. 7 19.5 21.6 11 12 13 14 33 .9 36.5 34. 7 35.6 33.2 31.9 31.1 30. O 28.6 27.7 22 .1 22.6 23,7 30,6 1 2 3 4 10 28.9 25. 5 23 .5 25. 5 1 2 3 4 11 12 13 14 24.9 24.4 23 .9 23.4 30.6 28.3 37 .9 32.6 33.9 35.6 37.7 40.5 40.5 43.6 1 2 3 4 10 46.7 45.9 42. 0 39. 5 11 12 13 14 1 2 3 4 10 23. 7 24 .4 24. 7 25.1 25.1 22.9 25.9 24.3 29.2 28.9 11 12 13 l4 30.7 31.0 32. 7 30.9 35.l 37.5 35.7 36.S 34.3 32.8 31.8 30.6 29.2 28.3 l 2 3 4 33.6 36.6 38.3 35.0 29.5 26.0 24.0 26.0 l 2 3 4 10 1 2 3 4 25.4 24.8 24.4 23.9 11 12 l3 14 1 2 3 4 10 39.3 41.4 45.6 49.8 50.0 45.4 43.8 39.9 37 .1 35.1 11 12 l3 14 33.5 38.4 28. 5 31.4 24.2 24.8 25.l 25.6 25.6 23.4 26.4 24.9 29.? 29.5 l 2 3 4 10 31.5 31.9 33.6 31. 7 11 12 l3 14 1 2 3 4 31.4 24.4 22. 9 22. 3 21. 7 19.4 20.5 22.1 24.4 24.4 34.3 37.3 39.2 36.2 l 2 3 4 10 17 .9 17 .4 16. 8 16. 5 1 2 3 4 10 11 12 13 l4 40.6 43.1 48.6 50.6 45.9 42.2 41.5 38.1 35.6 33.7 11 12 34.l 33.3 23.2 26.0 28.9 31.4 32.0 34.l 34.4 36.2 32.l 36.9 27.3 30.2 1 2 3 4 10 35.6 34. 7 10 l 2 10 11 12 13 14 30.3 23.2 21.8 21.2 20. 7 18.3 19.5 21.l 23.4 23.5 11 12 34.6 36.0 36.4 35. l 34. 5 32.4 31.6 29.2 26.3 23.9 17 .0 16.4 15.9 15.6 1 2 3 4 10 32.1 32.2 11 12 23.3 32.6 24.0 26.9 29.8 32.3 33.0 35.2 36.0 37.8 RECEIVER LEQ{H) LlO 36 58.2 61.6 37. 5 36.4 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRI.BUTIONS EXCB'EDI.NG l,0 DBA 11 12 ROADWAY SEGMENT 36.2 37, 1 31.9 36.5 35,,6 33.4 32.2 30.0 21.1 24.1 10 32.1 23. 3 11 12 l3 14 16.0 16.2 16. 7 17 .2 24 .0 24.121.7 20. 5 19.3 21.4 RECEIVER LEO(Hl LlO 34 58.3 61.6 21.9 22.S 23. 6 30.6 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBU'?'IONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 30.6 28.3 38 .0 32 .8 34 .2 36. l 38.7 42.8 44.1 47 .0 10 46.3 43.8 40.3 38.3 1 2 3 4 10 11 12 13 14 17 .5 17 ,8 18.2 18.6 25 .4 25.4 23.0 21.6 20.4 22.4 11 12 13 14 34.1 36 .1 35.0 36.0 33.8 32,S 31.6 30.S 29.1 28.2 22.6 23.2 24.3 31.5 l 2 3 4 10 29.4 26.0 24.0 26. 0 1 2 3 4 11 12 13 14 25.4 24.9 24.4 23 .9 31.6 29.3 39.0 33. 7 35.1 36.8 38.9 41.8 41.8 44.9 1 2 3 4 10 47.l 45.3 41. 7 39.6 11 12 13 14 1 2 3 4 10 24 .2 24.9 25 ,2 25.6 25.6 23.3 26.3 24. 8 29.6 29.4 11 12 13 14 31.3 31. 6 33 .3 31.4 35.3 37.8 36.0 36.S 34. 5 33.0 32.0 30.8 29.4 28.4 l 2 3 4 34.0 36.S 38.4 35.0 29.6 26.1 24.l 26.1 1 2 3 4 10 l 2 3 4 25.5 25.0 24.6 24.l 11 12 l3 14 1 2 3 4 10 39.2 41.2 45. 3 49.1 51.1 46.2 43.l 38.5 35.6 33.4 11 12 13 14 31.9 36.7 27 .2 30.0 24.4 25.0 25.3 25.8 25.8 23.6 26.6 25.1 29.9 29. 7 1 2 3 4 10 31. 7 32.1 33.9 32.l 11 12 13 14 1 2 3 4 30.0 23.0 21.6 21.0 20.4 18.l 19. l 20. 7 22.9 22.9 34.9 37.9 39.8 36.4 l 2 3 4 10 16.3 15.8 15.2 14. 9 1 2 3 4 10 11 12 l3 14 40.9 43.2 4? .6 51.0 47.6 43.9 43 .0 39.5 36.8 34.9 11 12 34.1 34.9 22.9 25.6 28.6 31.1 31.6 33.6 33.9 35.6 WALLl.STA 4/22/2002 5:39 PM 34.9 34.3 10 1 2 11 12 34.2 35.4 35.9 34 .6 34 .1 32.0 31.3 28.9 26.1 33.4 32.6 RECEIVER LEQ(H} LlO 37 58.6 62 .o ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 11 12 13 14 10 23.5 1.0 OBA 10 15.8 15.9 16.5 16.9 23.8 23.8 21.5 20.2 19.1 21.2 21.7 22.3 23.4 30.4 1 2 3 4 10 11 12 13 14 30.4 28.1 37.7 32.5 33.9 35.9 38.5 42.7 44.7 47.9 47.4 44.9 41.4 39.6 1 2 3 4 10 11 12 13 14 35.4 38.0 36.3 37.4 35.4 34.1 33.2 32.2 30.8 29.9 31.2 27.8 25.8 27.8 1 2 3 4 27.2 26.7 26.2 25.6 1 2 3 4 10 11 12 13 14 26.0 26.6 26.9 27.4 27.4 25.2 28.1 26.6 31.4 31.1 33.0 33.2 34.8 32.8 1 2 3 4 35.3 37.8 39.4 35.9 1 2 3 4 10 11 12 13 14 40.0 41.7 45.6 49.2 50.9 46.3 43.0 38.3 35.3 33.3 31.6 36.5 27.0 29.8 1 2 3 4 10 11 12 13 14 29.8 22,821.3 20.7 20.1 17.8 18.9 20.5 22.7 22.6 16. l 15.6 14 .9 14. 7 1 2 3 4 11 12 34.2 35.5 22.925.7 28. 7 31. 3 31.6 33.6 33.9 34.8 34.8 10 1 2 11 12 34.8 35.3 35.8 34.5 34.1 32 .2 31.5 29.0 26.2 33.9 32. 7 RECEIVER LEQ(H) LlO 38 58.2 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 11 12 13 14 10 35.5 10 23.5 1.0 DBA 10 17.9 18.2 18.6 19.0 25.9 25.9 23.5 22.0 21.l 23.3 23.7 24.3 25.4 32.4 1 2 3 4 10 11 12 13 14 32.4 30.1 39.7 34.5 35,9 37.6 40.2 43.8 44.6 47.0 46. 7 44.3 41.4 40.0 1 2 3 4 10 11 12 13 14 35.9 38.6 36.9 37.9 35.9 34.7 33.8 32.8 31.S 30.7 31.9 28.6 26.6 28.6 1 2 3 4 28.0 27.4 26.9 26.3 1 2 3 4 10 11 12 13 14 26.6 27.2 27.6 28.1 28.1 25.9 28.9 27.4 32.1 31.8 33.6 33.8 35.4 33.4 1 2 3 4 36.0 38.2 39.4 36.0 1 2 3 4 10 11 12 13 14 39.9 41.3 44.7 47.3 48.8 46.3 44.4 40.1 37.3 35.3 33.6 38.5 29.0 31.8 1 2 3 4 10 11 12 13 14 31.8 24.8 23.4 22.8 22.0 19.9 20.9 22.5 24.7 24.7 18.2 17.6 17.1 16,8 1 2 3 4 10 11 12 34 .4 36.3 23.2 25.8 29.0 31.5 31.8 33. 7 33 .9 35.4 34 .6 34. 3 10 I 2 10 11 12 34 .3 35.2 35.8 34.4 34.2 32 .4 31.8 29.1 26.5 23. 7 34. 7 32.9 WALLl.STA 4/22/2002 5:39PM OPTIMA-VUl .. .,, .................... .,,. BARRIER OPTIMIZATION PJlOGRAM USING PARTIAL SOUND ENERGIES COMPU'l'ED BY 1'HE STAMINA 2 . 0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON --MAltCH 1983 MODIFIED TO: l . PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST. OTA 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 OPP.ATIONS ANO RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 ........................ PROBLEM TITLE C,.lavera Hills Village E-1 -daytime traffic BARRIER SECTION NO lDENT F'l') HEIGHT INDEX 1 1 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 l'l 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 9.10.11.12.13. 38 38 9 .10 .11.12 .13. 39 39 9 .10 .11.12 .13. 40 40 9 .10. 11 .12. 13. 41 41 9. 10 .11. 12. 42 42 9.10.ll.12. 43 43 9.10.11.12. 44 41 45 45 46 46 47 47 9 .10. ll.12. 48 48 9.10.11.12. 49 49 9.10.11.12. 50 50 9.10.11.12. 51 51 9 .10. ll .12. EFFECTIVENESS/COST RATIO ANO BARRIER HEIGHT MATRICES EFFECTIVENESS/COST RATIO CORRESPONDING BARRIER HEIGHTS ( IN 2 3 4 5 6 7 812345678 5. 4. 3. 2. 2. 2. l. o. 3. 4. 5. 6. 1. 8. 25. 24. 25. 24. 23. 22. 21. o. 3. 4. 5. 6. 7. 8. 24. 25. 25. 24. 23. 22. 22. o. 3. 4. 5. 6. 7. 8. 27. 26. 26. 25. 24. 23. 22. o. 3. 4. 5. 6. 7. 8. 12. 11. ll. 10. 10. 10. 10. O. 3. 4. 5. 6. 7. 8. 33. 31. 31. 30. 29. 27. 26. o. 3. 4. 5. 6. 7. 8. 20. 22. 22. 22. 21. 21. 21. o. 3. 4. 5. 6. 7. 8. 35. 33. 33. 32. 30. 28. 26. o. 3. 4. 5. 6. 7. 8, 39. 37. 37. 35. 33. 31. 30. o. 3. ,. 5. 6. 1. 8. 33. 33. 32. 30. 29. 27. 27. o. 3. 4. 5. 6. 7. 8. 31. 30. 30. 29. 28. 27. 26. o. 3. 4. 5. 6. 7. 8, 36. 34. 34. 33. 32. 30. 29. o. J. 4. 5. 6. 7. 8. 42. 40. 40, 39. 37. 35. 34. o. J. 4. 5. 6. 7. 8. 44. 42. 40. 40. 38. 37. 36. o. 3. 4. 5. 6. 7. 8. 41. 38. 36. 36. 36. 36. 35. o. 3. 4. 5. 6. 7. 8. 44. 42. 41. 40. 38. 36. 35. o. 3. 4. 5. 6. 7. 8. u. 41. 39. 39. 38. 36. 36. o. 3. 4. 5. 6. ,. 8. 36. 33. 33. 33. 33. 33. 33. o. 3. 4. 5. 6. 7. 8. 41. 39. 39. 38. 37. 36. 35. 0. 3. 4. 5. 6. 7. 8. 4.3. 41. 40. 39. 38. 37. 36. o. 3. 4. 5. 6. 7. 8. 41. 39. 38. 37. 36. 34. 34. 0. 3. 4. 5. 6. 7. 8. 39. 38. 38. 37. JS. 34. 33. 0. 3. 4. 5. 6. 7. 8. 42. 40. 39. JS. 36. 35, 34. 0. J. 4. 5. 6. 7. 8. 41. 40. 38. 37. JS. 33. 33. 0. 3. 4. 5. 6. 7. 8. 31. :n. 36. 34. 33. 31. 31, o. 3. ,. s. 6. 1. a. 39. 38. 37. JS. 33. 32. 31. o. 3. ,. s. 6. 1. 0. 42. 41. 39. 37. 36. 34. 34. 0. J. 4. 5. 6. 7. 8. 42. 40. 39. 38. 36. JS. 34. O. 3. 4. 5. 6. 1. 8. 40. 40. 38. 37. 35. 34. 33. o. 3. 4. 5. 6. 7. 8. 37. 37. 36. 34. 33. 32. 31. 0. 3. 4. 5. 6. 7. 8. 40. 40. 38. 37. 35. 34. 33. o. 3. 4. s. 6. 7. 8. 42. 41. 40. 39. 37, 36, 35. 0. 3. 4, 5. 6. 1. 8. 42. 41. 4.0. 39. 37. 36. JS. 0. 3. 4. 5. 6. 1. 8. 42. 41. 40. 38. 36. 35. 34. 0. 3. 4. 5. 6. 7. 8, 31. 38. 36. 35. 33. 32. 31. 0. 3. 4. 5. 6. 7. 8. 41. 41. 39. 38. 36. JS. 34. o. 3. 4. 5. 6. 7. 8. 41. 37. 35. 33. 31. 29. 29. o. 7, 8. 41. 38. 36. 34. 32. 30. 30. 0. 7. 8. 45. 41. 40. 37. 35. 33. 32. 0. 7. 8. 44. 40. 39. 36. 34. 32. 32. 0. 7. 8. 45. 43. 42. 41, 38. 36, 35. 0 .•. 7. 8. 34. JJ. 32. 31. 30. 28. 27. 0. 6. 7. 8. 30. 28. 28. 27, 26. 24. 23. 0. 6. 7. 8. o. o. o. o. 0. o. o. 0. o. 34. 32. JO. 28. 26. 23. 22. 0. 6. 7. 8. 45. 42. u. 39. J6. 33. 33. o. 6. 7. e. 44. 41. 39. 31. 35. 32. 32. 0. 6. 7. 8. 44. u. 39. 37. )5. 33. 32. 0. 6. 7. 8. 43, 40. 39. 37. 35. 32. 32. 0. 6. 7. 8. WALLl.OPT 4/22/2002 52 52 9 .10 .11.12. 53 53 9,10.11.12. 54 54 9.10.11.12. 55 55 9.10.11.12. 56 56 9.10.11.12. 57 57 9.10,11.12. 58 58 9.10.11.12. 59 59 9 .10 .11.12. 60 60 9.10.11.12. 61 61 9 .10 .11.12. 62 62 9.10.11.12. 63 63 9. 9. 9. 9. 9. 9. 9. 9. 9. 64 64 65 65 66 66 61 67 68 68 69 69 70 70 71 71 72 72 73 73 74 74 75 75 76 76 77 0 78 1 79 2 80 J 81 4 82 5 83 6 84 7 85 8 86 9 87 10 88 11 89 12 90 13 91 14 92 15 93 16 94 17 95 18 96 19 97 20 98 21 99 22 100 23 101 24 102 25 103 26 104 27 105 28 106 29 107 30 108 31 109 32 110 33 111 34 112 35 113 36 114 37 115 38 116 39 117 40 ll8 41 119 42 120 43 121 44 122 45 123 46 124 47 125 48 126 49 127 so 128 51 129 52 130 53 131 54 132 55 133 56 134 57 135 58 136 59 137 60 138 61 139 62 140 63 141 64 HEIGHT INDEX 43. 40. 39. 37. 34. 32. 31. o. 6. 7. 8. 45. 42. 40. 38. 36. 33. 33-o. 6. 7. 8 . 44. 41. 39. 38. 35. 33. 32, o. 6. 7. 8. 43. 39. 38. 36. 34. 32. 31. o. 6. 7. 8. 41. 39. 38. 36. 34. 32. 31. 0. 6. 7. 8. 44. 41. 39. 38. 35. 33. 32. o. 6. 7. 8. 45. 42. 40. 38. 36. 33. 33. o. 6. 7. 8. 43. 40. 38. 36. 33. 31. 30. 0. 6. 7. 8. 35. 33. 32. 31. 28. 26. 26. 0. 6. 7. 8. 39. 38. 36. 34. 31. 28. 27. 0. 6. 1. 8. 24. 23. 23. 23. 22. 21. 20. o. 6. 7. 8 . 23. 23. 22. 22. 22. 21. 21. 0. 3. 4. 5. 6. 7. 8. • 21. 21. 20. 19. 19. 19. 19. 0. 3. 4. 5. 6. 7. 8. 18, 18. 17. 17. 17. 17. 17. 0. 3. 4. s. 6. 7. 8. 17. 17. 17. 16. 16. 16. 16. o. 3. 4. 5. 6. 7. 8. 13. 14. 14. 13. 13. 13. 13. o. 3. 4. 5. 6. 7. 8. 10. 10. 10. 9. 9. 9. 9. 0. 3. 4. s. 6. 7. 8. 17. 13. 9. 7. 9. 12. 13. o. 3. 4. s. 6. 7. 8. 14. 11. 6. 4. 6. 9. 10. 0. 3. 4. s. 6. 1. 8. 22. 18. 16. 17. 19. 19. 19. 0. 3. 4. 5. 6. 7. 8. 0. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. o. o. 0. 0. 0. 0. 0. 0. 0. o. o. o. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. o. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. 0. o. 0. o. 0. 0. 0. 0. 0. o. 0. 0. o. o. 0. 0. 0. o. 0. o. o. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. o. 0. 0. o. a. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. o. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. o. 0. o. o. 0. o. o. 0. 0. 0. 0. o. 0. 0. 0. o. 0. o. 0. 0. o. 0. o. 0. 0. 0. 0. o. 0. o. o. 0. 0. o. 0. 0. 0. 0. 0. 0. 0. o. 0. o. 0. o. 12345678 Calavera Hills Ville.ge E~l -daytime traffic Village X, first floor receivers, with barriers BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1111122355556777 7 5666567777855665 l 6666655555511111 l 1111111111111111 l 1111111111111111 l 1111111111111111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. o. J. J. 4. 6. 6, 6. 6. 7. 8. 8. 8. 8. 8. 8. 8. 7. 7. 7. 7. 6. 6 . .,_ .,_ 1. 6. 1. a. a. a. a. 9.10.10.11.11. 9. 9. o. o. o. o. 9. 9.10.10. 10.10.10.10.10. 9. 9. 9. 9. 9. 9. o. 0. o. 0. 0. 0. 0. 0. o. o. 0. 0. 0. 0. o. o. o. o. o. o. o. o. o. o. o. a. o. o. o. a. o. o. o. o. o. o. o. o. o. 0. 0. 0. 0. o. 0. o. 0. 0. 0. 0. o. 0. o. 0. 0. 0. 0. 0. 0. o. o. 0. o. 0. 0. 0. 0. O. O. 0. O, 0. 0. 0. 0. O, 0. 0. O. 0. RESULTS 5:39PM ••••••••••••• REC REC ID LEQ LEQ(Z(0) I IL 1 1 ss. 7 56.9 1.2 2 2 SS.4 56.8 1.3 3 3 56.3 57. 7 1.4 4 4 57 .6 58 .8 1.2 5 5 56.5 60.l 3.6 6 6 56.8 60.6 3 .8 7 7 58.0 62.4 4 .4 8 8 58.2 64.6 6.4 9 9 58.2 66.8 8.6 10 10 58,4 67 ., 9.0 11 11 58.2 67. 7 9. 5 12 12 58.2 67 .8 9.6 13 13 S8.4 67 .3 9.0 14 14 S7 .8 66.8 9.0 15 15 58.3 66.5 8.2 16 16 S7. 7 64.6 6.8 17 17 S7. 7 64.0 6.3 18 18 57 .3 65.2 7 .9 19 19 58.4 66.S 8.1 20 20 57 .8 64.8 7 .0 21 21 58.2 65.8 7 .6 22 22 58.l 66.9 8. 8 23 23 58.2 67 .3 9.1 24 24 58.2 66. 6 8. 5 25 25 58.0 66.5 8. 6 26 26 58 .1 69.4 11.3 27 27 58.2 71.2 13 .0 28 28 58.5 71.5 13.0 29 29 58.0 70.9 13.0 30 30 58.0 70.8 12.8 31 31 57 .6 70.3 12. 7 32 32 57 .8 70.8 12.9 33 33 56.8 69.3 12.5 34 34 57 .4 69.8 12.4 35 35 57 .9 70.0 12.1 36 36 58.l 70.8 12. 7 37 37 58.4 69.1 10. 7 38 38 57 .9 66.5 8.6 BARRIER TYPE COST AREA (SQ. FT.I FH-BER:M 0. 0. FH-MASQN 57300. 11101. FH-WOOO 0. 0. FH-CONC 0. 0. FH-STEtL o. 0. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TOTALS: S7300. 11101. END OF ALL CASES WALLI.OPT 4/22/2002 5:39PM STAM2VU1 Version 1, 20 ................................ STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: l. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2 . CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VJ!H4, VJ!H5 AND VJ!H6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CAt.LED 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 STAM2Wl, 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 E-1 -daytime traffic EMISSION LEVELS: Calveno Levels (trucks:,,JOmphl OPROGRAM INITIALIZATION PARAMETERS HEIGHT .oo 1.00 .00 .oo .oo .000 2 .300 8 .ooo OROADWAY 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 OROADWAY 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 OROAIMAY 69 1 2 COOE 1 2 3 4 5 6 DESCRIPTION RECEIVER HEIGHT ADJUSTMENT A-WEIGHTED SOUND LEVEL ONLY HEIGHT AOJUS'l'MENT FOR PASSENGER CARS HEIGHT ADJUSTMENT FOR HEAVY TRUCKS HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS--CALVENO (CARS) (H'l') (MT) (VEH4l CO = 5.20 Cl ., 38.80 SO = HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEHS I MT--CAL VENO CO ~ 35.30 Cl = 25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEf:16) HT--CALVENO CO = 50.40 Cl = 19.20 so = College Boulevard -nb (s-of-cvdl 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 ------------COORDINATES------------- X y z GRADE 6243206. 7 2002908. 5 110.0 1 6243168. 3 2002983 .2 176.0 1 6243133 .3 2003060 .1 182.0 1 6243102. 3 2003145. 4 188.0 1 6243072. 9 2003238. 8 194.0 1 6242965.4 2003596. 6 220.0 1 6242882. 9 2003870 .1 240.0 1 6242842. 3 2004006 .6 250.0 1 6242813 .3 2004094. 4 256.0 1 6242788. 3 2004157. 9 260 .0 1 6242746. 4 2004250 .1 266.0 1 6242697. 3 200433,e. 0 212.0 1 6242641.1 2004425.4 218 .o 1 6242567. 9 2004525 .4 284.0 1 6242321, 1 2004961. 6 304.0 l College Boulevard -nb contd. (s-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT 0. 30.0 VEH4 733. 50.0 VEH5 27. 50.0 VEH6 10. 50.0 --------~ ---COORDINATES------------- X y z GRADE 6242321.1 2004861. 6 304.0 1 6242172. 9 2005062. 9 316.0 1 6242116 .1 2005139. 7 322.0 1 6241819.2 2005461.6 350.0 1 6241842 .3 2005514. 7 354.0 1 6241806. 7 2005572, 6 358.0 1 6241772. 6 2005639 .4 362.0 1 6241739.8 2005719. 7 366.0 1 6241709. 8 2005821. 0 370.0 1 6241696.1 2005887 .2 372.0 1 6241684. 5 2005970. l 314..0 1 6241682. 3 2006070.4 375.4 1 6241691.1 2006188. 5 376.0 1 6241110.4 2006288. 5 378.0 0 6241740.4 2006386.0 377 .o 0 College Boulevard -nb (n-of-cvd} VEHICLE TYPE VEHICI,ES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT o. 30,0 Vl!H4 1192. 50.0 VJ!H5 44, 50.0 VJ!H6 16. 50.0 - ---- - ---- --COORDINATES-- - ------ - --- X y z GRADE 6241740.4 2006386.0 377 .0 0 6241752. S 2006417.0 376.0 0 6241783. 9 2006487. 6 374.0 0 .oo .oo .00 WALL2.STA 4/22/2002 3 6241817. 6 2006549. 6 372.0 0 4 6241887. 3 2006652. 5 370.0 0 5 6241954. 9 2006738.l 368.0 0 6 6242021.3 2006821.2 366.0 0 7 6242089. 7 2006907 .6 364.0 0 8 6242157 .2 2006992~4 362.0 0 9 6242216. 9 2007067. 6 360.0 0 10 6242274 .8 2007140.4 358.0 0 11 6242366 .2 2007259.6 356.0 0 12 6242410.8 2007327. 5 354.0 0 13 6242439. 8 2007376,4 352 .o 0 14 6242486. 3 2007465. 0 349.5 0 OROADWAY College Boulevard -nb contd. (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o . 30.0 HT o. 30.0 MT o. 30.0 VJ!H4 1192. 50.0 VJ!HS 44. 50.0 VEH6 16. 50.0 ------------COORDINATES-------------X y z GRADE 14 6242486. 3 2007465. 0 348.5 0 15 6242526. 2 2007556. 9 345.0 0 16 6242560. 6 2007651. 0 341.5 0 17 6242593. 7 2007746. 4 338. 0 0 18 6242626.6 2007841. 3 334.5 0 OROAOWA'i College Boulevard -Sb ln-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS o. 30.0 HT o. 30.0 MT o. 30. 0 VEH4 1192. 50.0 VEHS 44. 50.0 VEH6 16. so.o ------------COORDINATES-------- ----- X y z GRADE 1 6242587. 6 2007857 .1 334.5 1 2 6242555.0 2007763. 7 338.0 1 3 6242521. 2 2007666. 3 341. S 1 4 6242487. 8 2007574. 3 345.0 1 5 6242449. 3 2007486 .1 348.5 1 6 6242411. 8 2007413 .1 352.0 1 7 6242389 .6 2007374. 3 354 .0 1 8 6242342. 0 2007299. 1 356. 0 1 9 6242311, 5 2007255. 8 358.0 1 10 6242221.4 2007140. 5 360. 0 1 11 6242152 .1 2007053 .8 362.0 1 12 6242067. 3 2006946. 5 364 .o 1 13 6241996. 4 2006857. 7 366.0 1 14 6241918. 6 2006760.0 368.0 1 15 6241881. 3 2006712. 9 370.0 1 oRoADWAY College Boulevard -sb contd. (n-of-cvd) VEHICLE TYPE VEHICLES/HOUR SPEED CARS 0. 30.0 HT 0. 30. 0 MT 0. JO. 0 VJ!H4 1192. 50 .o VJ!H5 44. 50.0 VJ!H6 16. so.o - - - ---- - ----COORDINATES-- --- - - - - - - - -X y z GRADE 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(1) 6241701. 7 2006402. 9 377 .o 1 OROADWAY College Boulevard -sb (s-of-cvd) VEHICLE TYPE VEHICLES /HOUR SPEED CARS 0. 30.0 HT 0. 30.0 MT o. 30.0 VJ!H4 733. 50. 0 VEH5 27. so.o VJ!H6 10. so.o - --- - - - - - - --COORDINATES-- - - - --- - ----X y z GRADE 4 6241701. 7 2006402. 9 377. 0 1 5 6241669.8 2006299 .1 378.0 0 6 6241649. 8 2006196. 0 376.0 0 7 6241639. 0 2006071. 6 375.4 0 8 6241643.6 2005967. 2 374. .o 0 9 6241653. 6 2005881. 0 372.0 0 10 6241668. 6 2005811 .o 370.0 0 11 6241700.4 2005105 .4 366 .o 0 12 6241734. 8 2005621. 6 362 .o 0 13 6241770. 4 2005552. 2 358 .o 0 14 6241807. 3 2005491. 3 354. 0 0 15 6241845. 4 2005437 .2 350.0 0 16 6242083 .1 2005114 .1 322 .o 0 17 6242138. 9 2005038 .2 316.0 0 18 6242286. 7 2004836. 6 304. 0 0 OROADWAY College Boulevard -sb contd. (s-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 --- --- - - - ---COORDINATES-- - - - - - - - - ---X y z GRADE 18 6242286. 7 2004836. 6 304. 0 0 19 6242534 .2 2004501. 0 284. 0 0 20 6242606 .1 2004401. 6 278.0 0 21 6242661.1 2004317. 2 272 .0 0 22 6242708. 6 2004231. 0 266.0 0 23 6242749. 8 2004141. 3 260.0 0 24 6242773. 9 2004080 .1 256.0 0 25 6242801. 7 2003994, 7 250.0 0 26 624.284.2. 9 2003857. 9 240 .o 0 27 6242925 .4 2003584. 7 220.0 0 28 6243032. 9 2003221. 2 194.0 0 5:39PM 29 6243062. 0 2003131. 9 188.0 30 6243094.8 2003044, 7 182.0 31 6243130.4 2002964. 7 176.0 BARRIER TYPE IA) Pad Edges contd. 5 32 6243170. 4 2002887. 9 170.0 --- - - ----COORDINATES-- - - - - - - - - X y z zo DELZ p ORO.ADWAY Carlsbad Village Drive -eb 41 6241621. 2 2006224. 6 38S.4 376.4 1.0 3 42 6241612. 2 2006224. 7 385.4 376.4 43 6241604. 7 2006225. 3 38S.4 376.4 VEHICLE TYPE VEHICLES/HOUR SPEED 44 6241597 .o 200G22s. a 38S.4 376.4 CARS 0. 30.0 1 HT o. 30.0 MT 0. 30.0 BARRIER TYPE{Al Pad Edges contd. 6 (gate) VEH4 534. 4S.0 VEHS 10. 45.0 ---------COORDINATES---------- VEH6 2. 45.0 X y z zo DELZ p - - - - - --- - - --COORDINATES-- - - --- - - - - - -41 6241621, 2 2006224. 6 376.4 376.4 .o 0 X y z GRADE 49 6241614. 9 2006202. 2 377 .6 377 .6 eb 623906S. S 2005793 .1 266.0 1 1 eb~ 6239434. 0 2005B83 .6 270.0 1 1 6240728. 0 2006265. 6 347 .3 1 BARRIER TYPE(A) Pad Edges contd. 7 2 6240822. 0 2006297. 8 3S4.3 1 3 6240917. 4 2006329.6 361.3 1 ---------COORDINATES---------- 4 6241012. S 20063S9. 8 368.0 1 X y z zo DELZ p s 6241107. 5 2006381. 3 373.4 1 4S 6241586. 5 2006204 .6 376.2 376.2 .o 0 6 6241204. 3 2006392. 9 377 .4 1 46 6241595.6 1006203.8 376.5 376. 5 7 6241301. 6 2006394. 9 380.0 1 47 6241602. 5 2-006203. 5 376. 7 376. 7 8 6241400. 0 2006387. 2 381.2 0 1 9 624149S. S 2006370. 0 381.0 0 10 624.1591.0 2006343 .6 379 .5 0 BARRIER TYPE~A) Pad Edges contd. 7 11 6241686. 6 2006315. 7 378.0 0 ---------COORDINATES---------- X y z zo DELZ p 0R01J>WAY 10 CarlSbad Village Drive -wb 47 6241602.5 2006203.5 385. 7 376. 7 1.0 3 48 6241608. 3 2006202. 9 385. 9 376.9 ., 6241614. 9 2006202. 2 386.6 377 .6 VEHICt.E TYPE VEHICLES/HOUR SPEED so 6241611. 0 2006172. 2 386.0 377 .0 CARS 0. 30.0 Sl 6241607. 3 2006128. 6 38S.8 376.8 HT o. 30.0 S2 6241606. 9 2006126. 7 385. 7 376. 7 HT 0. 30.0 S3 6241605. 0 2006083 .0 38S. 3 376.3 VEH4 534. 45.0 S4 6241604 .2 2006056. 0 384 .2 375.2 VEHS 10. 45.0 1 VEH6 2. 45.0 ---- - --- ----COORDINATES---- - - - - - - - - -BARRIER 10 TYPE(Al Pad Edges contd. 8 X y z GRADE 1 6241699. 0 20063S6 .0 378.0 1 ---------COORDINATES---- - - - - - - 2 6241601. 7 2006384.3 379.S 1 X y z zo DELZ p 3 6241504. S 2006411.0 381.0 1 S4 6241604. 2 2006056. 0 384.2 375.2 1.0 3 4 62'1'03.S 2006429.1 381.2 0 ss 6241604. 7 2006027. 3 384.1 375.l s 6241303.8 2006436. 9 380.0 0 S6 6241606. 7 200S983. 9 383.S 374.5 6 6241201.4 2006434. 8 377.4 0 S7 6241606. 7 2005981.0 383.2 374.2 7 6241099 .6 2006422. 6 373.4 0 58 6241610. 3 2005937. 7 382.1 373.1 8 6240999 .3 2006399. 7 368.0 0 S9 6241613. 3 200S91S. 6 382.2 373.2 9 6240903. 5 2006369 .2 361.3 0 60 6241S81. 0 200S903. 4 381.0 372.0 10 6240809. S 2006337. 9 3S4.3 0 61 6241S63. S 200S898. S 381.0 372.0 11 6240714. 9 200630S.6 347 .3 0 62 6241S38.8 200S891.6 379.4 370.4 wb 62394.25. 7 200S913 .9 270.0 0 63 6241502.9 2005818.4 317 .0 368.0 wb2 6239059.8 200S82S. 2 266.0 0 1 1 BARRIER 11 TYPE(A) Pad Edges contd. 9 BAJIRIER TYPE(A) Pad Edges - - - - -----COORDINATES---------- ---- - - - --COORDINATES-- ------ - -X y z zo DELZ p X y z zo DELZ p 63 6241502. 9 2005878. 4 374 .o 368. 0 1.0 3 1 6240931.4 200S942. 0 371.8 36S.8 1.0 3 64 6241442. 3 200S8S6. 3 372 .0 366.0 2 6240910. 9 200S9S2. 8 371.8 36S.8 6S 6241381. 7 2005837. 2 370.0 364 .o 3 6240892. S 2006012. S 371.8 36S.8 66 6241278. 6 200S800. 0 368.0 362.0 4 6240893. 5 2006014. 4 372 .8 366.8 67 6241154. 7 2005755. 8 364.0 3S8.0 s 6240876. 0 2006084. 5 372 .8 366.8 68 6241136. 6 2005749. 2 364.0 358.0 6 624087S. 1 2006086 .4 373.5 367 .5 69 6241085. 9 2005731.1 364.0 3S8.0 7 6240858. 5 2006158. 3 373.S 367 .s 70 6241075. 0 2005729. 2 364.0 358.0 8 6240858. 0 2006160. 7 374.5 368.5 71 6241055. 6 2005725. 5 363 .6 351.6 9 6240844 .1 2006219. 8 374.5 368.S 72 6241015. 7 2005711. 7 369.3 363.3 10 6240859.2 2006246.0 374 .5 368. S 1 1 BARRIER 12 TYPEIAl Pad Edges contd.10 BAJIRIER TYPE(AJ Pad Edges contd. 2 ---------COORDINATES--- -----• - ---------COORDINATES----------X y z zo DELZ p X y z zo DELZ p 72 6241015. 7 2005711. 7 363.3 363 .3 .0 0 10 6240859. 2 2006246. 0 374.5 368. S 1.0 3 73 6240993. 9 2005104. e 363.3 363 .3 11 6240871. l 2006253. 9 374.5 368.S 74 6240967. 7 2005775 .2 363.3 363 .3 12 624091S.S 2006274. 7 375.0 369.0 7S 6240969. 3 2005776. 2 364.3 364 .3 13 6240928. 7 2006281. 9 375.0 369.0 76 6240948. 8 2005833. 3 364.3 364 .3 14 6240956. 7 2006297 .1 375.0 369.0 77 6240960. 7 2005855. 0 364.3 364 .3 1S 6240983. 7 2006312 .1 375.0 369.0 1 16 6240986. 7 2006309. 6 376.8 370.8 17 6241031. 3 2006328. 6 376.8 370.8 BARRIER 13 TYPE(A) Road Edges 18 6241059. 6 2006335. 6 376.8 370.8 19 6241062. 2 2006336. 2 377. 8 371.8 ---------COORDINATES---------- 1 X y z zo D£LZ p 0 6239439.0 2005867.6 270.0 270. 0 .o 0 BAAAIER TYPE IA) Pad Edqes contd. 3 1 6240733. 2 2006243. 2 347 .3 347 .3 2 6240827. 8 2006277. 9 3S4.3 • 354. 3 - --------COORDINATES----------3 6240923. 2 2006310. S 361.3 361. 3 X y z Z0 DELZ p 4 6241018 .1 2006339. 6 368.0 368.0 19 6241062. 2 2006336. 2 377 .8 371.8 1.0 3 s 6241111. 1 2006361. 8 373 .4 373.4 20 6241088.S 2006340.2 3'77 .8 371.8 6 6241205.0 2006372.3 371.4 371 .4 21 6241127. 7 2006345. 8 379. 5 373.5 7 6241301. 7 2006374. 9 380.0 380.0 22 6241141. 9 2006348 .1 380.S 374. S 8 6241398. 3 2006366. 3 381.2 381.2 23 6241144.2 2006348.1 380.S 374.5 9 6241490. 8 2006349. 7 381.0 381.0 24 6241175.8 2006352.8 382.0 376.0 1 2S 6241200. S 20063S5. 7 383.1 377 .1 26 6241222. 6 20063S9. 0 384.2 378.2 BARRIER 14 TYPE(A) Road Edges contd.2 27 6241266.1 2006357. 7 384.S 378.S 28 6241299 .3 2006356, 7 383.4 377 .4 ---- - - - --COORDINATES------ - - - - 1 X y z zo DELZ p 9 6241490. 8 2006349. 7 381.0 381.0 .o 0 BAAAIER TYPE(A) Pad Edqes contd.4 10 6241585. 4 2006323. 9 379.5 379.5 11 6241629. 5 2006310. 0 378.6 378.6 - - - - -----COORDINATES----- - - - - -12 6241640.8 2006298.1 378 .2 378 .2 X y z zo DELZ p 13 6241641. 0 2006282 .1 318.3 318.3 28 6241299.3 2006356. 7 383.4 377 .4 1.0 3 14 6241631. 6 2006194. 7 376.0 376.0 29 6241332. 3 20063S5. 4 38S.O 379.0 1S 6241624 .1 2006122 .4 376.0 376.0 30 6241378 .4 2006353. 7 386. 6 380.6 16 6241624.6 200S984.9 374 .o 374.0 31 6241382. 0 20063S3. 4 386.8 380.8 17 6241634. S 200S891. 3 372 .0 372.0 32 62'142S. 5 200634S. 8 38S.8 379. 8 18 6241648. 9 2005819 .1 370.0 370.0 33 6241457. 7 2006338. 7 385.5 379. 5 1 34 6241491. 7 2006332. 0 38S.6 379.6 3S 6241534. 9 2006322. 9 386. 5 380.S BARRIER 1S TYPE(Al Road Edges contd. 3 36 6241537. 4 2006322. 7 386 .4 380.4 37 6241579. 2 2006310. 4 385 .1 379.l ---------COORDINATES---------- 1 X y z zo DELZ p 18 6241648. 9 2005819 .1 370.0 370.0 .0 0 BAAAIER TYPE(Al Pad Edges contd. 5 19 6241663. 3 200S7S9. 6 368.0 368.0 20 6241679. 5 2005709. 3 366.0 366.0 ---------COORDINATES-- - - - - - - --21 6241696. 9 200S663. 1 364.0 364.0 X y z zo DELZ p 22 6241714.2 200S620.9 362 .0 362.0 37 6241S79. 2 2006310. 4 389 .1 379 .1 1.0 3 23 6241732. 7 2005584. 0 360.0 360.0 38 624160S. 6 2006302. 3 388.3 378. 3 24 6241769. 7 2005516. 9 3S6.0 3S6.0 39 6241616. 7 2006284. 9 387 .4 377 .4 2S 6241807 .2 2005458. 0 3S2 .O 3S2 .0 40 6241628. 7 2006264. 7 387, 0 377 .o 26 6241843. 6 2005406. 6 348.0 348.0 41 6241621. 2 2006224. 6 386.4 376.4 27 6241877 .1 2005360 .4 344.0 344.0 WALL2.STA 4/22/2002 5:39 PM .o .0 .o .0 .o .o .0 .o 4 . .o .o .o .o .o .0 .o .0 .0 .o BARRIER 16 TYPE(A) Road Edges contd.4 .0 .o .o .o .o .0 .0 .o .0 .0 .o .o .o .o .o .o .o .o .o .o - - - - - - - --COOJU>INATES-- - - - - ----.o .o .o .o .o .0 .o .o X ., z zo DELZ p 5. .o .o .o .o .o .0 .0 .0 .0 .0 27 6241877. 1 2005360. 4 344.0 344.0 .o 0 .o .o .o .o .o .o .o .o .0 .0 28 6241912. 9 2005312. 4 340,0 340.0 .o .o .o .0 .0 .o . 0 .o . 0 .0 29 6241945. 9 2005267 .3 336.0 336.0 .o .o .0 .o .0 .0 .0 .o 30 6241980.0 2005221. 7 332.0 332.0 6 .0 .0 .o .o .o .0 .0 .o .o .o 31 6242013. 5 2005176. 6 328.0 328.0 .0 .0 .o . 0 .o .0 .o .0 .o .0 32 6242048 .1 2005129. 8 324.0 324.0 .o .o .o .0 .0 .o .0 .0 .0 .o 33 6242082. 2 2005084. 2 320.0 320.0 .o .o .o .0 .o .o .o .o 34 6242119. 8 2005032 .2 316.0 316.0 7 • .o .o .0 .0 .0 .o .0 .0 .0 .o 35 6242169. 5 2004966. 3 312 .o 312.0 .0 .o .0 .0 . 0 .o . 0 .o .0 .o 36 6242218. 0 2004898 .1 308.0 308.0 .o .o .o .o .o . 0 . 0 .o .o '0 1 ,o .o .o .0 .o ,o .o .0 8 . .o .o ,0 . 0 .0 .o . 0 '0 .0 .o BARRIER 17 TYPE(A) Road Edges contd. s ,o ,o ,0 .o .o ,o ,o ,o .o .0 .o .o .o .o .o ,o .o .o .o . 0 ---------COORDINATES--- -------.o .o ,0 . 0 .0 .o .0 '0 X y z zo DELZ p 9 ,o ,o .o .o .o ,o .o .o .o .o 36 6242218. 0 2004898 .1 308.0 308.0 .0 0 .o .0 .o .o .o .0 ,o ,o . 0 . 0 37 6242267 .1 2004831. l 304.0 304.0 .o .o .o .o .0 .o .o . 0 .o ,0 38 6242316 .2 2004764. 7 300.0 300.0 .0 .o ,0 .o .o ,o ,o ,o 39 6242366. 5 2004697 .1 296.0 296.0 10 .o .0 .o .IJ' . . 0 .0 ,o ,o '0 .0 40 6242415. 0 2004630. l 292.0 292.0 .0 .o .o .o. ,o ,o '0 .o ,o ,0 41 6242465.3 2004563.0 288.0 288.0 ,o ,o .o .o .0 ,0 .0 ,o . 0 ,o 42 62425-14.4 2004496,0 284 .o 284.0 .o .0 .o .o .o ,0 ,o .0 43 6242564.1 2004429.0 280 ,O 280.0 44 6242607. 4 2004367. 8 276.0 276.0 45 6242642 .1 2004312. 9 272 .0 272 .o SHIELDING FACTORS -RECEIVER ACROSS, flOADWAY DOWN 1 1 . .0 .o ,0 ,o .0 . 0 .0 .o .0 . 0 BARRIER 18 TYPE(Al Road Edges contd. 6 .0 .0 ,o .o .0 ,0 .0 . 0 .o .0 .0 .o .0 .o .o .o .0 .o .o .o ---- - - - --COORDINATES---- - - - - - -.o .0 .o .o .o ,0 ,o .0 X ., z zo DELZ p 2 . .0 .o .0 .0 .0 .o .o .0 ,o . 0 45 6242642 .1 2004312. 9 272.0 212.0 . o 0 .0 .0 .o .o .o .o . 0 .0 .o .o 46 6242673.9 2004256.2 268.0 268.0 .o .o .0 .o .o .o .0 .0 .o .0 47 6242703. 3 2004197. 9 264.0 264.0 .0 .0 .0 .0 .0 .o .o .0 48 6242129. 3 2004140 .1 260.0 260.0 3 • .0 .0 .o .o .o .o .0 .0 .o .o 49 6242753. 6 2004080. 0 256.0 256.0 .o .0 .0 .o .o .o .0 . 0 .o .o 50 6242773.2 2004021.1 252. 0 252.0 .0 .0 .o . 0 .o .o .o .0 .0 .0 51 6242789.4 2003966.8 248.0 248.0 .0 .0 .0 .o .o .o .0 .0 52 6242807 .3 2003912. 5 244.0 244.0 4 • .0 .0 .o .o .o .o .0 .0 .o .0 53 6242831. 0 2003830 .4 238.0 238.0 .o .o .0 .0 .0 .0 .o .0 .0 .o 54 6242855.3 2003748.4 232.0 232.0 .0 .o .o .o .o .o .0 .o .0 . 0 1 .o .o .0 .o .0 .o .0 .o 5 .o ,O .0 .0 .0 .0 .o .0 .0 .0 BARRIER 19 TY'PE{A) Road Edges contd. 7 .o .0 .0 .0 .0 .o .o .o .0 .0 .0 .o .o .o .o .0 .o .0 .o . 0 ---------COORDINATES----------.0 .o .o .o '0 .o .0 '0 X y z zo DELZ p 6 • .0 .o .0 .o .o .o .0 .0 .o .0 54 6242855. 3 2003748. 4 232 .o 232.0 .0 0 .o .o .o .o .o .o .0 .0 .o .o 55 6242880. 7 200366S. 8 226.0 226.0 '0 .0 .o .0 .o .o .0 .0 .o .0 56 6242905. 5 2003583. 2 220.0 220.0 .0 .o .0 .o . 0 .0 .o .0 57 6242929. 8 2003501. 7 214 .0 214.0 7 . .0 .o .0 .o .o .o .o .0 .o .o 58 6242954. 7 2003420. 2 208.0 208.0 .o .0 .0 .o .0 .o .o ,o .0 .0 59 6242980 .1 2003338. 2 202.0 202.0 .o .o .o .o .o .o .0 .0 .o .o 60 6243004. 3 2003255. 0 196.0 196.0 .0 .0 .o .o .o .o . 0 .0 61 6243030.9 2003164.8 190 .0 190 .0 8 • .0 .o .o .o .o .o . 0 .0 .o .o 62 6243063. 9 2003069. 5 184.0 184.0 ,o .o .o .0 .o .0 .o .o .0 .0 63 6243098. 5 2002988 .1 178.0 178.0 .o .o .o .o .o .0 . 0 .0 .o .o 1 .0 .o .0 .o .o .0 .0 .0 9 .o .o .0 .0 .o .0 .o .0 .o .o BARRIER 20 TYPE(Al Road Edges contd. 8 .0 . 0 .o . 0 .0 .o .0 .o .0 .o .o .0 .o .o .o .0 . 0 .o .o .o ---------COORDINATES-------- --.o .o .o .o .o .0 .0 .0 X y z zo DELZ p 10 • .o .o .0 .o .0 .0 .0 .o .o .o 63 6243098. 5 2002988 .1 178, 0 178.0 .o 0 .o .o .o .o .o .0 .0 .0 .o .o 64 6243123, 4 2002936 .1 174.0 174.0 .o .0 .o .0 .0 .o ,o .0 .0 .0 65 6243152. 3 2002882. 3 170.0 170.0 .o .o .0 . 0 .0 . 0 .0 .0 1 Receivers (at 15 feet) RECEIVER LEQ(H) L10 1 55.8 58.8 --- - - - - --- --COORDINATES---- - - - --- - - -ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA X y z 1 6240989. 6 2005746. 2 378.3 ROADWAY SEGMENT 2 6240966 .4 2005813. 6 319.3 3 6240912. 1 2005981. 6 380.8 10 4 6240895.8 2006048.1 381.8 5 6240880.3 2006108.4 382.5 11 12 13 14 6 6240874. 9 2006130. 7 382.5 24.5 25.2 26.1 26 .1 33.l 33.2 31.3 29.5 27.S 29.l 7 62(0858.6 2006195.0 383.5 8 6240854. 6 2006218. 0 383.5 29.4 30.l 31.2 38.1 9 62(0945. l 2006279.6 384.0 1 2 3 4 10 10 6240971.3 2006293. O 384.8 11 6241009.1 2006308 ,4 385.8 11 12 13 14 12 6'241034. 7 2006318. "1 385.8 37.5 34.1 42.9 37.5 38.3 38.8 39.7 40.6 38.5 31.l 13 6241092.4 2006327. 8 386.8 14 6241120.8 2006330 .0 386.8 34.6 34.5 33 .6 33 .0 15 624.1162 .o 2006334.8 388.6 1 2 3 • 8 10 16 6241188, 0 2006336.8 388.6 17 6241250.1 2006340.1 389.6 11 12 13 14 18 6241279. 2 2006343.4 389.6 29.4 32.1 31.4 34.1 32.5 31.6 30.9 30.1 29.0 28.3 19 6241320.4 2006338 .2 391.4 20 6241347. 6 2006336. 0 391.4 29.8 26.6 24,7 26.B 21 6241407 .5 2006330. 5 392 .4 1 2 3 4 22 6241433. 3 2006326. 0 392.4 26.2 25.6 25,2 24.6 23 6241474.0 2006318 .6 392.4 1 2 3 4 10 24 6241505.4 2006311.l 392 .4 25 6241554. 7 2006297. 3 391.4 11 12 13 14 26 6241586. 8 2006290 .2 391.4 25.0 25.6 26.0 26.4 26.5 24 .2 27 .2 25.1 30.2 29. 7 27 6241608. 5 2006271. 4 391.4 28 6241611. 8 2006242. 0 391.4 31.2 31.l 32 .2 30.1 29 6241600. 9 2006186. 0 391.2 1 2 3 4 30 6241597. 5 2006154 .0 391.2 32,3 34. 3 35.1 29.4 31 6241592. 6 2006103. 4 390.2 1 2 3 4 10 32 6241S93. 4 2006072 .4 390.2 33 6241590. 2 2006038. 9 388.0 11 12 13 14 34 6241591.3 2006007. 3 388.0 32. 0 32. 7 33 .2 33.5 37.2 39 .6 41.2 39. 7 38.2 37 .3 35 6241595 .4 2005958.3 387 .a 36 6241600 .1 2005926 .1 387 .0 36.2 42.2 34. 0 37 .3 37 6241586, 9 2005916 .1 387 .o 1 2 3 4 10 38 6241546. S 2005904, 1 387 .0 1 11 12 13 14 37. 7 31.0 29.5 29.0 28.Ei 26.6 27,7 29.3 31.6 31. 7 ALPHA FACTORS RECSIVER ACROSS, ROADWAY DOWN 25.3 24. 7 24.1 23, 7 1 . .o .0 .o .0 .0 . 0 '0 .0 .o .0 1 2 3 4 10 .o .o .o .o .0 .0 .0 .0 .0 .o .0 .0 .0 ,o .0 ,o .0 .0 .0 .o 11 12 .0 . 0 .o .0 ,0 .0 .o .0 37. 3 47, 0 38,l 28.2 30. 6 32 .4 33.2 31.6 32. 7 30, 9 2 . .0 .o .0 .0 .0 .0 .0 .0 . 0 .o .o .o .o .0 .0 .0 .0 .o .0 .o 30.0 27.2 .0 . 0 .o .0 .0 .0 .o .o .0 .o 10 1 2 10 ,0 .0 .0 . 0 .0 .0 .o .o 3 . .o .0 .o . 0 .o .o . 0 .o .o .0 11 12 .0 .o .o .0 .0 .0 .o '0 .0 .0 28.8 31.2 31. 7 33 .1 32.9 34.1 33 .1 31.3 28. 7 36.6 .o .o .o .0 .0 .0 .0 . 0 .0 .o WALL2.STA 4/22/2002 5:39 PM 46.1 36.6 11 12 13 14 22.6 22.9 23.3 23. 7 30.5 30.3 28.0 26.3 25.0 27 .0 RECEIVER LEQ(HJ Ll0 2 56.0 58.9 27.4 27.9 29.0 35.4 1 2 3 4 10 R~AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.6 31.4 39. 7 33.6 34 .3 35.3 36.4 37 .5 33.6 33.2 10 33.8 34.0 34. 7 33 .2 1 2 3 4 10 11 12 13 14 24.2 24.9 25.7 25.8 32. 7 32 .8 30.5 28.8 27.0 28.7 11 12 13 14 31.5 34. 7 33.9 35 .6 33.9 33.3 33.1 32 .6 31.6 31.0 29.0 29. 7 30. 7 37 .5 l 2 3 4 10 32.3 28.9 27.0 29.l l 2 3 4 ll 12 13 14 28.6 28.0 27.8 27.5 36.8 33.5 42.1 36. 9 37. 7 38.5 39.3 40.3 38.0 35.3 l 2 3 4 10 34.5 34.5 34.1 32.9 ll 12 13 14 1 2 3 4 10 27 .9 28.4 28.4 28. 7 28.8 26.5 29.4 27 .8 32.4 32.0 ll 12 13 14 33.8 33.6 34.5 32 .2 29.2 32. 7 32.9 34.l 32. 7 32 .o 31.5 30. 7 29. 7 29.0 1 2 •. 3 4 34.0 36.2 36.7 32 .3 30.4 27 .2 25.3 27 .2 l 2 3 4 10 1 2 3 4 26. 7 26.1 25.5 25.0 ll 12 13 14 1 2 3 4 10 33. 7 33.9 32.9 32. 7 32 .2 34.8 37.9 36.3 34.9 33. 9 ll 12 13 14 33 .o 38.9 31.0 34.4 25.2 25.9 26.3 :26.9 26.9 24.7 27.6 26.2 30. 7 30.2 1 2 3 4 10 31.8 31. 7 32.9 30,7 ll 12 13 14 l 2 3 4 35.0 28.4 27 .1 26.5 26.2 24.2 25.3 26.9 29.2 29.4 32.9 34. 7 35.4 30.9 l 2 3 4 10 22. 9 22 .3 21.8 21.5 l 2 3 4 10 ll 12 13 14 32 .2 33. l 33.2 33,4 35. 5 38. 7 40.6 39.3 37.7 36.7 11 12 38.2 51.9 45.8 37 .o 38 .3 38.6 39.0 36.1 35.9 33 .4 35 .8 41. 7 33.6 )6.9 1 2 3 4 10 32 .4 29.2 10 1 2 10 11 12 13 14 37 .3 30. 7 29.2 28.8 28.4 26 .3 27 .4 29. 0 31.4 31.5 ll 12 31.6 33 .2 34.9 35.8 37. 6 39.1 39.4 39.1 37 .6 45.1 25.0 24.5 23.8 23.3 l 2 3 4 10 52.9 37 .3 11 12 37 .4 47 .8 39.3 29 ,6 31. 9 33. 5 34. 3 32 .5 33 .4 31.4 RECEIVER LEQIHI Ll0 5 60.1 63 .3 30.6 27 .6 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ll 12 ROADWAY SEGMENT 29.2 31.8 32 .4 )3. 7 33.8 35.1 34.2 32.6 30.1 38.2 10 47.3 36.9 11 12 13 14 22.1 22.4 22.8 23.3 30.1 29.9 27.6 25.9 24.6 26.6 RECEIVER LEQ(H) Ll0 3 57 .5 60.5 27.0 27.5 28.5 34. 9 l 2 3 4 10 ROADWAY SEGMENT SOUND L~L CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34.1 30.9 39.2 33.1 33.8 34.7 35.9 36.8 32.8 32.8 10 33.6 33 .9 34. 7 33.6 l 2 3 4 10 11 12 13 14 22.8 23.2 23.6 24,0 30. 7 30.6 28.2 26.6 25.3 27 .3 ll 12 13 14 31.4 35.1 34.3 35. 7 35.0 34.6 33.7 33.0 31.9 31.2 27.7 28.3 29.3 JS.8 1 2 3 4 10 32.8 29.8 27 .9 30.1 1 2 3 4 ll 12 13 14 29.8 29.5 29.3 28. 9 35.0 31.9 40.3 )4.2 34,9 35.9 37 .1 38.1 34.9 33.4 1 2 3 4 10 33.9 34.2 34.5 32,8 ll 12 13 14 1 2 3 4 10 29.3 29.8 29.8 30.1 30.0 27.6 30.4 28.7 33 .2 32.5 ll 12 13 14 34.0 33.9 35.1 33 .2 31.0 34.3 33.5 )5.2 33.8 32.9 32.2 31.3 30.3 29.8 1 2 3 4 35.1 36.3 37.0 32 .a 31.3 28,2 26.4 28.6 l 2 3 4 10 1 2 3 4 28.1 27.7 27.2 26.4 ll 12 13 14 l 2 3 4 10 34.0 33.9 32.7 32 .5 31. 7 33. 7 37 .4 35.8 34 .4 33 .4 11 12 13 14 32.5 38.4 30.5 33.8 26.8 27.4 27.9 28.5 28.4 26.2 28. 9 27 .3 31. 7 31.1 1 2 3 4 10 32.6 32.4 33.4 31.4 ll 12 13 14 1 2 3 4 34.4 27.9 26.6 26.1 25.7 23.7 24.8 26.4 28.8 28.9 33.8 35.9 36.2 31. 7 1 2 3 4 10 22.4 21.9 21.3 21.0 1 2 3 4 10 ll 12 13 14 33.4 33.6 33.0 32 .9 32.4 36. 0 38 .5 37 .o 35.5 34.5 11 12 38.3 54. 7 50. 7 40.S 41.2 40.4 40.4 37 .4 36.4 33 .8 33. 6 39 .4 31.3 34 .8 1 2 3 4 10 32 .9 29. 6 10 1 2 10 11 12 13 14 35 .3 28. 7 27 .4 26. 8 26.5 24.4 25.5 27.1 29.5 29.6 11 12 31.9 33. 3 35.5 36.4 38.5 40.2 41.3 41. 7 41.3 47. 7 23 .2 22.6 22.1 21.0 1 2 3 4 10 53. 7 37 .4 11 12 37 .4 50.4 44.4 34.2 36.0 36.8 37 .5 35.0 35.3 32.8 RECEIVER LEQ(Hl Ll0 6 60.4 63. 7 31.8 28.7 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ll 12 ROADWAY SEGMENT JO. 7 32 .8 34.0 JS. 3 36.5 37 .9 37 .6 36.8 34.8 42.6 10 52.0 37.1 11 12 13 14 21.8 22 .2 22 .6 23.0 29.8 29.7 27.3 25.6 24.4 26. 3 RECEIVER LEQ(H) Ll0 4 58.4 61.5 26.8 27 .3 28.2 34 .6 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVSL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 33.8 30. 7 39.0 32 .8 33.6 34.5 )5. 7 36.5 32. 5 32. 7 10 33.5 33.8 34.7 33.5 WALL2.STA 4/22/2002 5:39PM 10 34.7 3S.3 3S.2 34.9 34.l 31.5 33.6 31.2 35.3 34.7 11 12 13 14 36.1 35.8 36.8 34.4 31.8 3S.3 34.3 36.l 3S.S 34.4 33.9 33.l 32.2 31. 7 l 2 3 4 36.2 37.8 37.7 33.2 33.3 30.3 28.S 30.S l 2 3 4 10 l 2 3 4 30.2 29.9 29.6 29.3 11 12 13 14 1 2 3 4 10 34.7 34.2 32.3 31.9 31.1 32 .2 36.2 34.9 33.6 32. 7 11 12 13 14 31. 7 37.6 29.3 32.S 29.5 30.1 30.2 30.6 30.3 28.0 30. 7 29.2 33. 7 33.0 1 2 3 4 10 34.4 34.l 3S.2 33.0 11 12 13 14 l 2 3 4 33.1 26.7 25.3 24.8 24.S 22.4 23.5 25.l 27.4 27.6 3S.4 36.9 37.0 32.8 1 2 3 4 s 10 21.1 20,6 20.0 19.B 1 2 3 4 10 11 12 13 14 34.1 34.0 32.6 32.4 31.7 33.2 37.2 3S.6 34.2 33.3 11 12 38.3 56 .3 57 .4 S6.9 S0.3 45.6 42.4 39. 7 37 .1 35.3 32.4 38.2 30.2 33.5 1 2 3 4 10 33.4 30.9 10 l 2 10 11 12 13 14 34.2 27.7 26.4 25.8 25.5 23.4 24 .5 26.1 28.5 28.6 11 12 32.6 34.0 36.0 37 .8 40.6 44.l 48.8 51.9 S4.6 S4 .4 22.2 21.6 21.l 20.8 1 2 3 4 10 55.3 38.3 11 12 38 .3 55.0 50.9 42 .2 42 .3 41.2 40.9 38.0 36. S 34.0 RECEIVER LEO(HJ Ll0 9 66.9 70. 5 33.0 29.8 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DB/t. 11 12 ROADWAY SEGMENT 32 .1 33 .3 JS. 7 36. 7 38.9 40.6 42.0 42 .9 42. 9 48. 3 10 54 .o 37. 5 11 12 13 14 19.8 20.1 20. 5 20.9 27.9 27.9 25.6 24.0 22. 7 24. 7 RECEIVER LEQ(H) Ll0 7 62. 7 66 .2 25.2 25.7 26. 7 33 .2 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32.4 29.4 38.4 32.3 33.1 34.0 34.9 34. 7 31. 9 32.9 10 33 .9 34.4 JS. 9 35. 5 1 2 3 4 10 11 12 13 14 21.1 21.S 21.8 22.3 29.1 29.0 26.6 24.9 23.7 2S.6 11 12 13 14 33.4 37 .1 36.6 38.9 38.4 38.1 38.8 38.6 38.2 38.3 26.l 26.5 27.5 33.9 l 2 3 4 10 39. 7 36.4 34. 5 36.6 1 2 3 4 11 12 13 14 36.2 3S.7 3S.4 3S.0 33.2 30.2 38.6 32.3 33.0 34.l 35.1 35. 7 31. 7 32.3 l 2 3 • 10 33.2 33.6 34.8 33.8 11 12 13 14 l 2 3 4 10 35.3 35.8 36.0 36.3 36.2 33.9 36.8 35.l 39. 9 39.4 11 12 13 14 40.7 39.7 40.l 36.6 32.l 3S.5 34.8 37 .1 35.9 3S.4 3S.l 34.5 33.4 32.1 1 2 3 4 38.6 39.4 39.4 34 .1 34.2 31.2 29.4 31.4 1 2 3 • 10 l 2 3 4 31.1 30. 7 30.4 30.0 11 12 13 14 l 2 3 4 10 36.2 3S.6 33.2 32.8 31.8 32.2 3S.8 3S.1 33.7 32.7 11 12 13 14 31. 7 37.S 28.9 32.l 31.1 30.8 31.1 31.4 31.2 28.8 31.7 30.1 34.6 33.9 l 2 3 4 10 35.5 35.4 36.4 34..0 11 12 13 14 l 2 3 4 32.7 26.1 24.8 24.2 23.8 21.8 22.8 24.4 26.6 26.6 35.9 37.6 37.4 33,2 1 2 3 4 10 20. 1 19.6 19.0 18.8 1 2 3 4 10 11 12 13 14 34.5 34.2 32.4 32.0 31.2 32.5 36.4 35.1 33. 7 32 .9 11 12 31.8 53.8 53.S 59.1 61.0 54.l 46.9 43.1 39.S 37 .4 31.8 37.829.5 32 .8 1 2 3 4 10 35.0 32.9 10 1 2 10 11 12 13 14 33.5 27.0 25.6 25.1 24.8 22. 7 23.9 25.4 27 .8 27 .9 11 12 33.9 35.9 37 ,8 41.4 45.9 49.5 53.3 56.9 S6.0 52.1 21.5 20.9 20.4 20.l 1 2 3 4 10 53.2 37.7 11 12 38.3 56.1 55.3 50. 9 47. 5 44 .3 42. l 39.3 36.9 34.8 RECEIVER LEQ{H) Ll0 10 67 .3 70.9 33. 3 30 .5 10 1 2 4 6 8 10 ROAD,l'AY SEGMEN'r SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DB.A. 11 12 ROADWAY SEGMENT 32. 5 33 .8 36.0 37 .4 40.0 42.0 44.9 46 .8 49.6 52 .4 10 55.0 38.1 11 12 13 14 19.8 20.l 20.S 21.0 21.9 21.9 25.6 24.0 22.1 24 .1 RECEIVER LEQ(H) Ll0 8 64.8 68.4 25.2 25,726.7 33.2 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 32 .3 29.3 38.4 32.4 33.2 34.1 34.8 34.8 32.1 33 .1 10 34.2 34. 7 36.2 35. 9 1 2 3 4 10 11 12 13 14 20.8 21.1 21.5 21.9 28.8 28.6 26.3 24.6 23.3 25.4 11 12 13 14 33.9 37.8 37 .1 39.5 40.1 40.5 41.2 40.4 39.2 38.5 25.7 26,2 27.2 33 .6 2 1 2 3 • 10 39.9 36.6 34.'7 36.8 1 2 3 4 11 12 13 14 36.3 35.9 35,S 35.1 32.9 29.9 38.4 32.l 32 .9 33.9 34.9 3S.3 31.S 32 .2 l 2 3 4 10 33 .1 33.S 34.8 34.0 11 12 13 14 l 2 3 • 10 35.4 35.9 36.2 36.S 36.4 34.1 37 .o 35.4 40.l 39.6 11 12 13 14 41.3 41.3 42. 7 38 .9 32.2 3S.S 3S.4 37 .2 36.4 3S.8 3S.4 34.8 34.0 33.3 1 2 3 4 40.4 40.2 39.9 3S.2 35.0 31.8 30.4 33 .s 1 2 3 • 10 1 2 3 4 33.8 34.1 34.9 34.5 11 12 13 14 l 2 3 4 10 36.7 35.8 33.6 33 .1 32 .0 32 .2 3S.6 35.2 33. 8 32.8 11 12 13 14 31.8 37.5 28.8 32.1 WALL2.STA 4/22/2002 5:39PM 10 36.8 34.9 10 1 2 10 11 12 13 14 32.7 26.2 24.8 24.2 23.9 21.8 22.9 24,4 26.7 26.6 11 12 35.5 37.9 41.0 46.8 49.7 53.8 57.9 56.9 52.S 48.9 20.1 19.5 19.0 18. 7 l 2 3 4 10 51.4 36.7 11 12 37 .6 53.1 52.3 58.0 62 .3 56.6 49.8 44.8 40.4 38.1 RECEIVER LEQ(H) LlO 13 67 .4 71. 0 35.S 33.5 10 l 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 34.4 36.5 38 .6 43.6 47 .3 50. 7 54. 7 57. 7 55.2 51. l 52 .6 37 .6 10 11 12 13 14 19.9 20. l 20.6 21.0 27.9 27.8 25.4 23.8 22.3 24.5 RECEIVER LEQ(H) LlO 11 67. 7 71.3 25.0 25.6 26.6 32.8 l 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.9 29.3 '38.8 32 .2 32.9 33.7 34 .4 35.2 33 .2 34.5 10 35.6 36.6 37. 5 38. l l 2 3 4 10 11 12 13 14 19. 9 20. l 20 .6 21.0 28.0 28.0 25.7 24. 0 22. 7 24. 7 lf 12 13 14 36 .o 39 .8 39 .1 43 .1 43 .9 42.9 42.2 41.3 40.1 39.3 25.2 25. 7 26. 7 33 .1 l 2 3 4 10 40.6 37 .) 35 .3 37 ., l 2 3 4 11 12 13 14 36.9 36.S 36. l 35.6 32 .2 29.2 38.6 32.6 3) .3 34. 3 34.4 34.9 32 .4 33.6 l 2 3 4 10 34 .6 35.2 36. 7 36. 7 11 12 13 14 l 2 3 4 10 35. 9 36. 5 36. 7 37 .1 37.0 34.7 37. 7 36 .1 40.8 40.4 11 12 13 14 42.2 42.4 43.8 41.5 34 .3 38.5 37.8 41.6 43.1 42 .2 40.7 40.7 39.5 )8.8 l 2 3 4 43.9 46.0 42.0 37.4 40.2 36.8 34.9 37.0 l 2 3 4 10 l 2 l 4 36.5 36.l 35.7 35.2 11 12 13 14 l 2 3 4 10 39.0 37.3 35.4 34.6 33.4 32.9 35.6 34 .8 34.2 33.1 11 12 13 14 32.2 37. 7 28. 7 32.0 35.6 36.l 36.4 36. 7 36.6 34.3 37 .2 35.6 40.3 39.9 l 2 3 4 10 41.6 41.7 42.4 40.8 11 12 13 14 l 2 3 4 32 .6 43.0 44.5 40.5 35.9 26.l 24.6 24.0 23.7 21.6 22. 7 24.) 26.6 26.7 l 2 3 4 10 20.2 19.6 19.1 18. 7 l 2 3 4 10 11 12 13 14 37 .5 36.2 34.0 33.5 32.4 32.4 35.4 35.4 34.0 32.9 11 12 32.0 45.9 42.9 47.2 55,9 62.) 31.9 37.5 28.9 32.0 59.3 52 .4 44.7 41.2 l 2 3 4 10 38. 2 36.1 10 l 2 10 11 12 13 14 32. 7 26.2 24.B 24.3 24.0 21.8 22.9 24.S 26.7 26. 7 11 12 36. 7 39.0 42.3 48.4 52.1 56.4 57 .8 54.0 50.0 44.2 20.2 19.6 19.1 18.8 l 2 3 4 10 45.9 32.1 11 12 37 .4 52.3 50. 7 55.4 62.2 60.0 53.3 48.6 41.7 39.1 RECEIVER LEQ(H) LlO 14 67 .o 70. 5 36.2 34 .4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 35.0 37.3 39.8 45.9 48.8 52.4 56.8 57 .6 53.6 49. 7 10 51.9 37.3 11 12 13 14 19.8 20 .0 20.4 20.9 27.8 27.7 25.523.7 22 .o 24.3 RECEIVER LEQ(H) LlO 12 67 .9 71.4 25.0 25.4 26.4 32. 7 l 2 3 4 10 ROA™'AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ll 14 ROADWAY SEGMENT 31.9 29.4 38.4 32.1 32 .8 33. 7 34 .4 35.3 33 .5 34.8 10 36.0 37 .1 37 .8 38.6 l 2 3 4 10 11 12 13 14 19.B 20.0 20.5 20.9 27.9 27 .8 25.5 23.8 22.5 24.5 11 12 13 14 36.3 40.3 39.3 41.4 41.5 43.0 42.4 41.5 40.2 39. 5 25.0 25.6 26.5 32 .9 l 2 3 4 10 40. 8 37 .4 35.4 37 .5 l 2 3 4 11 12 13 14 37 .o 36.6 36.2 35. 7 31.9 29.1 38.5 32.7 33.4 33.9 34.3 34 .8 32.5 33.8 l 2 3 4 10 34.9 35.5 36.9 37.2 11 12 13 14 l 2 3 4 10 36 .o 36.6 36.8 37.2 37 .1 34.9 37,8 36.2 40.9 40.6 11 12 13 14 42.4 42.6 44.0 41.9 34.8 38.9 38.5 43.0 43.4 42.4 41.8 40.9 39. 7 38.9 l 2 3 4 42.2 42.5 42.2 38.0 40.3 37.0 35.1 37.1 l 2 3 4 10 l 2 3 4 36. 7 36.2 35.8 35.4 11 12 13 14 l 2 3 4 10 39 .5 37 .6 35.9 34.9 33. 7 33 .1 35.6 34.8 33.8 33.3 11 12 13 14 32. 3 37. 8 28.5 31.8 35. 7 36.2 36.5 36.9 36. 7 34.4 37.4 35.8 40.5 40.0 l 2 3 4 10 41.8 41.9 43.3 41.l 11 12 13 14 l 2 3 4 32.5 26.0 24.6 23.8 23.7 21.6 22.6 24.2 26.5 26.6 43.3 45.1 41.2 36.5 l 2 3 4 10 20 .1 19.5 19.0 18.6 l 2 l 4 10 11 12 13 14 37 .9 36.5 34.3 33 .8 32. 7 32 .5 35.4 35.1 34.0 32.9 11 12 31.6 45.0 41.5 45.l 51.6 60.5 61.0 53.5 45.4 41.9 32. 0 37.5 28.7 31.9 l 2 3 4 10 38.8 36. 7 10 l 2 10 11 12 13 14 32 .6 26.0 24.6 24.l 23. 7 21.6 22.8 24.3 26.6 26.6 11 12 37 .2 39.6 42 .3 48.8 53 .2 57 .2 56.8 52.7 46.7 41.8 20.1 19.5 19.0 18,6 l 2 ) 4 10 45.0 31. 7 11 12 35.5 49.6 48.3 54 .o 60.9 62. 3 55.0 49.9 42 .8 39. 7 RECEIVER LEQ(Hl LlO 15 66.9 70 .4 WALL2.STA 4/22/2002 5:39PM 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.2 28.6 38.0 32.1 33.0 34.2 35.2 36.4 35.3 36.6 10 38.0 40. l 39,4 41.6 1 2 3 4 10 11 12 13 14 20.0 20.4 20.7 21.2 28.1 28. 0 25.723.7 22.6 24.0 11 12 13 14 38.9 43.2 44.9 47.S 45.6 44.4 43.S 42.5 41.1 40.3 24.4 24.8 25.8 32 .3 1 2 3 4 10 41.5 38.1 36.1 38.l 1 2 3 4 11 12 13 14 37.6 37.l 36. 7 36.2 31.6 28.9 38.3 32.1 33.0 33.7 34.7 35.7 34.2 35.4 1 2 3 4 10 36. 7 38.1 38.3 39.5 11 12 13 14 1 2 3 4 10 36 .4 37 .1 37. 4 37. 8 37. 7 35. 5 38.5 36.9 41. 7 41.4 11 12 13 14 43.3 43.6 45.1 43 .2 3? .4 41.3 40.4 42 .4 41.7 43.0 42.8 41.8 40.5 39. 7 1 2 3 4 45.6 48.2 49.2 40,5 41.0 37.6 35.7 37. 7 1 2 3 4 10 1 2 3 4 37.2 36.8 36.3 35.9 11 12 13 14 1 2 3 4 10 42.6 39.5 as.a 37 .0 35.6 34.2 36.5 35.0 33,S 32.6 11 12 13 14 31.6 37.0 27.6 30. 8 36.1 36. 7 37.0 37.4 37 .3 35,1 38.0 36.4 41.2 40.9 1 2 3 4 10 42. 7 42,9 44.4 42.l 11 12 13 14 1 2 3 4 31.4 24.8 23.5 23.0 22.3 20.2 21.3 23.0 25.5 25. 7 42.4 43.1 43.2 38.9 1 2 3 4 10 19.3 18.8 18.3 18.0 1 2 3 4 5 10 11 12 13 14 40.5 38.2 36,8 35.6 34,4 33.4 36.0 35.0 33.8 32. 7 11 12 29.1 41.0 36. 7 39. 8 43. 7 47. 9 53.6 59.3 54.9 48.1 31.7 37.4 28.2 31.3 1 2 3 4 10 42.8 40.3 10 1 2 10 11 12 13 14 32.0 25.4 24.7 24.1 23.8 21.9 22.9 24.S 26.8 26.8 11 12 40.3 44 .6 51.0 54 .8 57. 7 54.8 47.8 43.5 40.4 38.1 20.3 19.8 19.2 19.0 1 2 3 4 7 10 41.9 29.0 11 12 31.0 44.0 40.1 43.4 49.1 57. 1 62 .1 56.1 47 .4 43.5 RECEIVER LEQ(HJ Ll0 18 67, 1 70.5 40.1 37 .8 10 1 2 10 ROADWAY SEGMEN'r SOUND LEVEL CONTRIBU1'IONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38.3 40.9 44.5 50.2 55.1 57. 7 55. 0 50.9 45.3 40. 7 10 44.3 31.2 11 12 13 14 18.6 lB.9 19 .3 19.6 26.4 26.1 23.8 22.6 21.3 23.4 RECEIWR LEQIH) Ll0 16 66.2 69. 7 23.8 24.4 25.3 31.8 1 2 3 4 8 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31.2 28.6 38.1 32 .2 33 ,2 34 .2 35.3 36. 7 35.5 37.1 10 38.5 41.0 39.8 42.3 1 2 3 4 10 11 12 13 14 19.9 20.3 20.6 21.1 28.0 27.9 24.4 22,3 21.7 23. 7 11 12 13 14 39.5 44.0 45.8 47.9 45.9 44,7 43. 7 42. 7 41.3 40.5 24.1 24.6 25.6 32.1 1 2 3 4 6 7 10 41. 7 38.2 36 .3 38.3 1 2 3 4 11 12 13 14 37.7 37,2 36.8 36 .3 31.4 28.8 38.0 32.1 32.9 33.8 34.8 35.8 34.5 35. 7 1 2 3 4 10 37 .0 38.6 38.6 40,0 11 l2 13 14 1 2 3 4 10 36.6 37.2 37 .5 37,9 37,9 35,6 38.6 37.1 41.9 41.6 11 12 13 14 43.S 43.9 45.4 43. 5 37.8 41.9 40.8 42.8 41.8 41.2 40, 7 40.0 39.3 39.l 1 2 3 4 46.0 48.6 49.6 41.2 4.1.2 37.8 35.8 37 .9 1 2 3 4 10 1 2 3 4 37.3 36.9 36,4 36,0 11 12 13 14 1 2 3 4 10 43.4 39.9 39.6 37.5 35.9 )t,5 36.6 35.0 33.7 32.5 11 12 13 14 31.4 36.6 27.5 30.1 36.2 36.8 37 .1 37.5 37.4 35.2 38. 1 36.6 4.1.4. 41.0 1 2 3 4 10 41.9 41.1 42.3 40.1 11 12 13 14 1 2 3 4 31.3 24.8 23.5 22.9 22.3 20.1 21.1 22.6 25.0 25.3 42.1 4.3.6 44.0 39.3 1 2 3 4 10 18.9 18.4. 17 .9 17. 6 1 2 3 4 10 11 12 13 14 41,0 38.5 37.3 36.0 34. 7 33.6 36.1 35.0 33.8 32,6 11 12 28.5 40.2 35.8 38.9 42.6 46.0 52 .2 61.5 59.3 so.o 31.6 37.2 28.0 31.1 1 2 3 4 10 43.9 41.1 10 1 2 10 11 12 13 14 31.8 25.2 23.8 23.3 22 .3 20.4 21.9 24.3 26.7 26.8 11 12 41.1 46.3 52.2 56.2 57 .7 54.0 46.l 42.2 39 ,8 37. 3 20.2 19. 7 19.2 18. 9 1 2 3 4 10 41.l 28.6 11 12 30.2 43.0 38.9 42.2 47 .2 53. 5 60.9 56.8 4.8.8 44. 7 RECEIVER LEQ(Hl Ll0 19 66.9 70.3 40.8 38.5 10 1 2 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 38.8 41.9 45.4 S0.3 56.2 51.4 53 ,9 48.5 43.4 39.7 10 43.6 30.6 11 12 13 14 18.8 19. 0 19.4 19.9 26.9 26.8 24.4 23 .1 21.8 23.9 RECEIVER LEQIHI Ll0 17 65.9 69.4 24 .3 24.8 25.8 32.3 1 2 3 4 10 ROADWAY SEGMENT SOUND LEV!,l, CONTRil!,UTIONS E>.CEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 31. 7 29.1 38.6 32, 7 33.6 34. 7 35.8 37. 5 36.3 38.0 10 39.4 42 .1 40.9 43.S 1 2 3 4 10 11 12 13 14 19.0 19.3 19. 7 20.0 26.8 26.4 24.0 22.4 21.4 23,3 11 12 13 14 41.4 44.6 45.1 48.1 46.4 45.0 44.1 43.0 41.6 40.1 23.9 24.4 25.3 31.8 WALL2.STA 4/22/2002 5:39PM 41,9 38.4 36.4 38.4 10 1 2 3 4 37.9 37.4 36.9 36.4 11 12 13 14 1 2 3 4 10 49.5 42.643.7 40.4 38.5 37 .0 37. 7 36.2 34.8 33 .4 11 12 13 14 32,3 37.9 29.3 32.4 36. 7 37 .3 37.6 38.1 38,0 35.8 38.8 37.2 42.1 41.8 1 2 3 4 10 43,8 44.l 45.8 43.9 11 12 13 14 1 2 3 4 33.1 46.5 49.2 48.8 42.6 26. 7 25.4 24.8 24.4 21.9 23 .0 24.5 26.6 26.4 1 2 3 4 10 19.8 19.1 18.6 18.4 1 2 3 4 10 11 12 13 14 44.8 40.B 40.8 38.4 36.8 35.2 37.1 35.7 34.2 33.0 11 12 27.0 37.2 32.3 34.5 38,3 40.8 45.2 49.5 58.8 61.1 31.8 37.3 28.2 31.2 1 2 3 4 10 53.8 46.3 10 1 2 10 11 12 13 14 31.9 25.J 23.9 23.4 22.8 20.6 21.7 23.4 25.5 25. 5 11 12 49.6 53. 7 57 .3 56.2 50.7 45.9 42.0 38.5 36 .1 33. 7 19.0 18.6 18.1 17 .8 1 2 3 4 10 37.9 27.0 11 12 28.1 39.2 34. 7 37 .2 41.1 44.2 49.6 58.9 61.3 52.2 RECEIVER LEQ(H) ·LlO 22 67. 7 70.9 46.0 42. 5 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 ROADWAY SEGMENT 42. 7 47 .0 54 .0 57 .2 56.1 52 .1 44. 7 41.0 38 .6 36.1 10 40.1 28.2 11 12 13 14 20.0 20.3 20. 7 21.2 28.4 28.5 26.S 25.1 24.0 26.1 RECEIVER LEQ(H) LlO 20 66.4 69. 7 26.5 27.1 28.0 34 .5 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 33 .8 31.1 40. 2 33 .8 34. B 36.0 37 .4 39.3 38.3 40.2 10 42.0 45.3 44 .6 48 .4 1 2 3 4 10 11 12 13 14 18.8 19.1 19.6 19,9 26.8 26.8 24.5 23 .4 22 .2 24 .4 11 12 13 14 48 .1 50.8 49.1 49.9 47.6 46.0 44.9 43. 7 42.2 41.3 24 .8 25 .4 26. 3 32 .8 1 2 3 4 10 42.4 38 .9 36.9 38.9 1 2 3 4 11 12 13 14 38.3 37. 8 37. 3 36. 7 32.0 29.3 38. 7 32.8 33. 7 34 .8 35.9 37.9 36.7 38.5 1 2 3 4 10 39.9 42.8 41.6 44.3 11 12 13 14 1 2 3 4 10 37. 0 37. 7 38.0 38. 5 38.4 36.2 39.3 37. 7 42. 6 42. 5 11 12 13 14 44.5 45.0 46.8 45.0 42.S 45.8 45.1 46.8 46.2 45.3 44.3 43.1 41. 7 40.8 1 2 3 4 47.8 50.8 52.7 49.5 42.0 38.5 36.6 38.6 1 2 3 4 10 1 2 3 4 38.0 37.5 37.0 36.5 11 12 13 14 1 2 3 4 10 51.1 43.6 44.5 41.1 39.1 37 .4 38.3 36.4 34.9 33.S 11 12 13 14 32.5 38.4 29. 7 33.0 36.8 37.4 37. 7 38.2 38.1 35.9 38.9 37.4 42.2 42.0 1 2 3 4 10 44.0 44.4 46.1 44.2 11 12 13 14 1 2 3 4 33.7 27.3 26.0 25.4 25.0 22.6 23.5 25.0 27.1 26.9 46.8 48.0 48.0 44.1 1 2 3 4 10 20.2 19. 6 19.1 18.9 1 2 3 4 10 11 12 13 14 45. 7 41.3 41.S 39.0 37.3 35.6 37.2 35.9 34.4 33.2 11 12 26.6 36.6 31. 6 33. 9 37.5 39.9 43.8 47.6 57.5 61. 7 31.9 37.4 28.2 31.3 1 2 3 4 10 56.747.6 10 1 2 10 11 12 13 14 31.8 25.5 24.2 23.7 23.0 20. 7 21.6 23.3 25.5 25.6 11 12 50.8 54 .8 57 .6 55.1 50.7 44.0 40.9 37. 7 35.4 32. 7 19.1 18.6 18.0 17 .8 1 2 3 4 10 37.2 26.6 11 12 27. 6 38.4 33.8 36.2 40.1 42.9 48.4 56.4 60.4 53 .3 RECEIVER LEOIH) LlO 23 67 .9 71.0 47.5 43.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 44.0 48.0 54 .8 57 .4 54 .9 50. 7 44 .1 40.2 37 .8 35.2 10 39.2 27.7 11 12 13 14 21.1 21.4 21.8 22 .2 29.2 29.2 27 .1 25. 7 24 .5 26. 7 RECEIVER LEQ(H} LlO 21 67 .4 70.6 27 .1 27. 6 28.6 35. l 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 34. 5 31. 8 40.9 34. 7 35.4 36 .6 38.1 40.0 39.2 41.0 10 43 .2 46. 7 46.4 49 .6 1 2 3 4 10 11 12 13 14 19.6 19.9 20.3 20. 7 27.928.0 25.9 24.5 23.4 25.5 11 12 13 14 49.2 51. 7 49.8 50.4 48.0 46.4 45.2 44.0 42.4 41.5 26.0 26.5 27.4 33 .8 1 2 3 4 10 42.6 39.1 37 .1 39.0 1 2 3 4 11 12 13 14 38.4 37 .9 37 .4 36.8 33 .2 30.6 39.6 33.7 34.6 35.7 37 .l 38.8 37.8 39.8 1 2 3 4 10 41.3 44.5 43.5 47.2 11 12 13 14 1 2 3 4 10 37 .1 37 .8 38.1 38.6 38.6 36.4 39.4 37.942.8 42. 7 11 12 13 14 44. 7 45.2 47 .1 45.4 47 .3 50.3 48.7 49.6 47.3 45.8 44.7 43.5 42.1 41.2 1 2 3 4 48.2 51.4 53 .6 so. 7 42.3 38.8 36.8 38,8 1 2 3 • 10 1 2 3 4 38.2 37. 7 37 .2 36. 7 11 12 13 14 1 2 3 4 10 53.3 45.5 45.9 42 .2 40.3 38 .3 39.2 37 .3 3S.6 34.3 11 12 13 14 33.3 39.2 30. 8 33 .9 36.9 37.6 37.9 38.4 38.3 36.1 39.2 37 .6 42.5 42.3 1 2 3 4 10 44.4 44.8 46.5 44.8 11 12 13 14 1 2 3 4 34.4 27. 9 26. 6 26.0 25.6 23.2 24.2 25.8 27.9 27 .9 47.5 50.5 52.3 48.9 WALL2.STA 4/22/2002 5:39PM 21.3 20.8 20.3 20.0 1 2 3 4 10 34.7 25.0 11 12 26.2 35.8 30,5 32.9 36.3 38.6 42.2 45.5 53.8 60.9 RECEIVER LEQ(H) LlO 26 66. 7 69.8 59.8 49.6 10 1 2 10 ROADWAY SEGMENT SOUNl> LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 52.5 56.5 51.2 53.3 48.2 42.2 39.6 36.S 34.4 31.4 10 36.4 26.2 11 12 13 14 22.8 23.1 23.5 24.0 30.8 30.7 29.0 27.4 26.2 28 .3 RECEIVER LEQ(H) LlO 24 68.0 71.1 28.8 29.3 30.3 37 .1 1 2 3 4 10 ROA™AY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA 11 12 13 14 ROADWAY SEGMENT 37.0 34.4 43 .4 37. S 37. 7 38.2 39. 7 41.9 41.4 43 .8 10 47 .6 51.3 54 .3 53 .8 1 2 3 4 10 11 12 13 14 21.8 22.1 22.4 22 .9 30.0 29.9 27. 9 26.4 25.2 27.3 11 12 13 ·-14 48.6 50.7 48.5 48.9 46.4 44.843.7 42.5 41.0 40.0 27.8 28.3 29. 3 35.8 1 2 3 4 10 41.2 37. 7 35.6 37 .6 1 2 3 4 11 12 13 14 36.9 36.3 35.7 35.2 35 .3 32.6 41.4 35.1 36 .1 37 .2 38. 7 40. 6 39. 7 41. 9 1 2 3 4 10 44, 3 48.1 48.1 51.1 11 12 13 14 l 2 3 4 10 35.4 36.l 36 .5 37 .1 37 .1 35. 0 38. 0 36.6 41.4 41.2 11 12 13 14 43 .2 43. 7 45. 5 43. 9 49.8 52 .5 50.4 50.9 48. 3 46.6 45.4 44.1 42.6 41.6 l 2 3 4 46. 7 49. 8 52 .3 50.1 42. 7 39.2 37.2 39.1 1 2 3 4 10 l 2 3 4 38.5 38.0 37.4 36.9 11 12 13 14 1 2 3 4 6 10 55.6 55.8 51.8 46.9 43 .8 41.3 41.6 39.2 31.4 36.2 11 12 13 14 35.2 41.9 33 .4 36.4 37 .2 31.8 38.2 38. 7 38.1 36.5 39.5 38.0 42.9 42 .8 l 2 3 4 10 44.9 45.4 47.3 45.6 11 12 13 14 1 2 3 4 36.8 29. 7 28.3 27.8 27.3 25.2 25.9 27.4 29.6 29.6 48.S 51.8 54.3 51.6 1 2 3 4 10 23.l 22.5 22 .1 21.7 1 2 3 4 10 11 12 13 14 54.4 47.3 47.l 43.l 41.3 39.2 39.8 31.8 36.2 34.9 11 12 24.9 34.0 27 .8 30.2 33.6 35.4 38.7 41.2 45.0 49.7 34.0 39.9 31.4 34.6 1 2 3 4 10 57 .2 55.6 10 1 2 10 11 12 13 14 35.1 28.6 27.2 26.7 26 .3 24.0 24.9 26,4 28. 7 28.6 11 12 52.6 53 .9 52.5 45.7 42.2 39.1 36. 7 33.6 31.5 28.7 2:2.0 21.5 20.9 20.6 l 2 3 4 10 34.1 24.9 11 12 25.8 35.3 29.7 32 .1 35.5 37.6 41.2 44.2 50.8 58.8 RECEIVER LEO(H) LlO 21 69.1 72.4 61.4 51.4 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 53.5 57 .4 56.0 51.9 47.0 41.4 38.9 35.6 33.6 30.6 10 35.8 25.8 11 12 13 14 22 .9 23 .2 23.6 24.0 30.9 31.1 31.5 30.0 28.8 31.0 RECEIVER LE()(H) LlO 25 67 .4 70.S 31.4 31.9 32 .9 39,4 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 38.8 36.1 44.6 38.4 39.1 41.4 44.0 46.1 45.4 47.6 10 49.4 54 .6 58 .1 58.S 1 2 3 4 10 11 12 13 14 22. 7 23. 0 23. 4 23.8 30. 7 JO. 6 28, 6 27.0 25.9 28.0 11 12 13 14 52.8 54 .4 51. 7 51.8 48.9 47.1 45.9 44.5 42.9 41.9 28.4 28.9 29.9 36.6 1 2 3 4 10 43. 0 39.4 37 .4 39.3 l 2 3 4 11 12 13 14 38.1 38.1 37 .6 37 .o 36.1 33 .5 42.0 35.9 36. 7 3'7.8 39.3 41.4 40.7 43 .1 l 2 3 4 5 10 45,9 49.5 51.2 51.0 11 12 13 14 1 2 3 4 10 31 .3 38.0 38.3 38. 9 38.9 36. 7 39. 7 38.3 43.2 43.1 11 12 13 14 45.2 45.8 47 .8 46.l 49.9 53 .6 51.1 51.5 48.7 46.9 45.7 44.4 42.8 41.8 l 2 3 4 49.0 52.6 55. 7 53 .8 42,9 39.3 37 .J 39.3 l 2 3 4 10 1 2 3 4 38.6 38.1 37.6 37.0 11 12 13 14 5 1 2 3 4 10 60.0 60.7 54.8 50.4 47.8 45.6 46.0 43.6 41.1 40.2 11 12 13 14 38.1 42.9 34. 7 37 .9 37 .2 31.9 38,3 38.8 38.8 36.6 39.6 38.2 43.1 43.0 1 2 3 4 10 45.1 45,7 47.6 46.0 11 12 13 14 1 2 3 4 38.6 32 .1 30. 8 30.3 29.8 27. 7 27 .2 27.6 29.7 29.8 48.9 52.4 55.3 52.9 1 2 3 4 10 23 .3 22. 7 22 .2 21.9 1 2 3 4 10 11 12 13 14 54.6 51.l 49.2 45.2 42.5 40.3 40.9 38. 7 37 .o 35. 7 11 12 24.6 33. 7 27 .3 29.6 33.0 34.9 37.9 40.2 43.6 47.2 34.8 40.7 32.3 35.5 l 2 3 4 6 10 51.6 56.1 10 1 2 10 11 12 13 14 36.0 29.3 27 .9 27 .4 :n.o 24.9 25,6 27.3 29.5 29.5 11 12 54.1 49.9 49.l 43.4 40.9 38,3 36.0 33.1 30,8 28.2 23.0 22.5 22.0 21.7 l 2 3 4 10 33.8 24.7 11 12 25.4 34.4 28.3 30.8 34.2 36 .1 39.6 42.l 46.5 51.4 RECEIVER LEQ(HI Ll0 28 69. 9 13.4 58. 7 55,0 10 1 2 10 ROAIMAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 55.S 57 .3 52.8 47.6 43. 6 39.8 37,534.2 32.2 29.3 WALL2.STA 4/22/2002 5:39 PM 10 57 .2 61.9 58.8 54.2 11 12 13 1 14 2 3 4 10 23.1 23 .4 23 .8 24.3 31.1 31.4 34 .1 32.5 31.3 33.4 11 12 13 14 49.1 33.B 34.3 35.4 42.1 51.2 49.1 49. 7 47 .3 45.8 44.7 43.5 42.0 U.l 1 2 3 4 6 10 42 .2 38. 7 36. 7 38. 7 1 2 3 4 11 12 13 14 38.1 37 .s 37 .o 36.5 41.8 39.2 47.841.7 42.6 43.8 45.447.7 47 .4 50.1 1 2 3 4 10 53 .8 59.4 61.6 58 .0 11 12 13 14 1 2 3 4 10 36. 7 37 .4 37. 7 38.2 38.2 36.0 39.0 37.5 42.4 42.2 11 12 13 14 44.2 44.6 46.4 44.5 50.5 51.9 49.4 49.8 41.6 46.3 45.6 44.3 42.7 41.8 1 2 3 4 46.3 48.1 49.5 46.8 42.9 39.3 37 .3 39.2 1 2 3 4 10 1 2 3 4 38.6 38.0 37 .5 36 .9 11 12 13 14 1 2 3 4 10 52.3 58.3 64 .4 55. 7 50.2 46.7 46.8 44.8 43.4 42.9 11 12 13 14 41.7 47.3 38. 7 41. 7 37 .2 31 .a 38.2 38. 7 38. 7 36.5 39.6 38.1 43 .o 42 .9 1 2 3 4 10 45.0 45.1 46.5 44.8 11 12 13 •;14 1 2 3 4 42.0 35.1 JJ. 7 33 .1 32. 7 30.5 26.6 28.l 30. 3 30 .3 47.3 50.0 52.3 50.1 1 2 3 4 10 23.9 23.3 22 .8 22.4 1 2 3 4 10 11 12 13 14 56.1 63.1 60.5 54 .4 50.3 47.5 47.5 45.0 43.2 41.8 11 12 25.3 34.0 25.8 28.6 31.5 34.3 35.4 38.S 40.2 43 .0 40.8 46.6 38.1 41.2 1 2 3 4 10 43.8 45.6 10 1 2 10 11 12 13 14 41. 6 34. 7 33.4 32.8 32.4 30. 2 28.6 27.7 29.9 29.9 11 12 44.9 43.8 42.8 40.9 38.6 37.0 34.4 32.6 29.3 26. 9 23.4 22.8 22.4 22 .0 1 2 3 4 10 33.7 25.3 11 12 24. 7 33.6 26.8 29.4 32.4 34. 7 36.9 39.3 42.9 45.7 RECEIVER LEOIH) Ll0 31 68.9 72 .4 49.1 52.3 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 50.1 47.9 45.8 42.6 40.1 37 .9 35.2 32.9 30.3 27 .8 10 33.6 24.7 11 12 13 14 23. 7 24,0 24.3 24 .8 31.6 31.6 32 .8 32 .9 31. 7 33.8 RECEIVER LEQIH) L10 29 69.6 73 .1 34.3 34.8 35.9 42. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 42.6 40.1 49.1 43.0 43.9 45.2 46.9 49.6 49.8 53.S 10 59.4 61.6 56.6 51.4 1 2 3 4 10 11 12 13 14 23.3 23.6 24.1 24.5 31.3 31.2 33. 7 32, 7 31.5 33. 6 11 12 13 14 46.3 48.5 46.5 47.4 45.8 44.8 44.1 43 .1 41.6 40.7 34.0 34.5 35.6 42.4 1 2 3 4 10 41.9 38.4 36 .4 38.4 1 2 3 4 11 12 13 14 37 .8 37 .3 36,8 36.3 42.1 39.6 48.3 42.2 43 .3 44.5 46.3 48.8 48.6 51.6 1 2 3 4 10 55.9 61.3 60.1 55.4 11 12 13 14 1 2 3 4 10 36.5 36.9 37. 5 37.937.9 35. 7 38. 7 37 .2 42.0 41.8 11 12 13 14 43. 7 43 .6 44.6 42.4 50.0 52.0 49.8 50.3 47.7 46.l 45.0 43.8 42.3 41.3 1 2 3 4 44.3 46.4 47 .8 44.8 42.5 38.9 36.9 38.9 1 2 3 4 10 1 2 3 4 38.3 37.7 37 .2 36. 7 11 12 13 14 1 2 3 4 10 49.4 53 .6 62.6 58. 7 51.9 48.2 47.9 45.3 43.4 42 .2 11 12 13 14 41.2 46. 9 39 .0 42.0 36.9 37.6 37.9 38.4 38.4 36.2 39.2 37.7 42.6 42.4 1 2 3 4 10 44.5 44.9 46.7 45.0 11 12 13 14 1 2 3 4 42.2 35.3 33.9 33.3 32.9 29.3 26. 7 28.3 30.S 30.5 45.4 47.0 49.l 46.6 1 2 3 4 10 24.0 23.4 23.0 22.6 1 2 3 4 10 11 12 13 14 55.0 61.l 62.9 53.8 48.7 45.7 45.9 44.0 42.7 42.0 11 12 25.3 34.0 25.4 28.2 30.933.7 34.6 37 .6 38.8 41.3 41.3 47.0 38.S 41.6 1 2 3 4 10 41.4 43.1 10 l 2 10 11 12 13 14 41.8 35.0 33.6 33.0 32.6 30.5 27.2 28.0 30.2 30.2 11 12 42. 7 41. 7 41.3 39.6 37.9 36.1 33 .9 32.0 28.8 26.4 23.7 23.2 22.7 22.3 1 2 3 4 10 33.6 25.3 11 12 25.1 33.9 26.1 29.0 31.9 34.4 36.0 39.1 41.1 43.9 RECEIVER LEO(H) Ll0 32 70.0 73 .s 45.6 48.6 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGMENT 46.7 45.1 43. 7 41.6 39.1 37 .5 34.5 32 .8 29.6 27.3 10 33.6 25.1 11 12 13 14 23 .8 24.1 24.5 24 .9 31.8 31.8 32 .5 33 .0 31.8 34.0 RECEIVER LEQIH) Ll0 30 69. 7 73 .2 34.4 35.0 36.1 43 .0 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 42.8 40.3 49.4 43. 7 44.8 46.2 48.2 51.2 51. 7 55.6 10 60.6 61.0 55.3 51. 7 1 2 3 4 10 11 12 13 14 23.S 23.8 24.2 24.6 31.4 31.4 33 .4 32 .8 31.6 33. 7 11 12 13 14 47 .0 49.547.6 48.5 46.3 44.9 43.9 42.8 41.4 40.5 34.1 34.6 35.7 42.6 1 2 3 4 10 41. 7 38.3 36. 3 38.3 1 2 3 4 11 12 13 14 37. 7 37 .1 36 .6 36.1 42.3 39.8 48.6 42.6 43.7 44.9 46.8 49.4 49.3 52.6 1 2 3 4 10 WALL2.STA 4/22/2002 5:39PM ll 12 1l 14 40.2 45.6 37 .1 40.2 36.4 37 .0 37 .J 37 .8 37.8 35.5 38.5 37.0 41.8 41.6 1 2 3 4 10 43.S 43.8 45.5 43.6 11 12 13 14 1 2 3 4 40.6 33.8 32 .4 31.8 31.3 26.4 27.1 28.6 30.9 30. 9 46.1 47.7 48.7 45.5 1 2 3 4 10 24..3 23. 7 23.2 22.9 1 2 3 4 10 ll 12 13 14 49.6 53.0 63.l 63.3 54.9 49.8 49.1 46.5 45.1 43.9 11 12 25.4 34.1 24.3 27 .l 30. 0 32.6 33.3 35.9 36.4 38.5 42.7 48.1 39.3 42.2 1 2 3 4 6 10 38.0 40.4 10 1 2 10 11 12 13 14 42.4 35.5 34.0 33.5 33.0 28.8 26.8 28.4 30.7 30.6 11 12 40.1 38.6 38.8 37.3 36.5 34.3 33 .1 30.8 27. 7 25.1 24.2 23.6 23.0 22.7 1 2 3 4 8 9 10 33.5 25.4 11 12 25.7 34.1 25.0 27.9 30.7 33.4 34.2 37.0 38.1 40.4 RECEIVER LEQ(H) LlO 35 68.6 72.1 40.3 42.9 10 1 2 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 ROADWAY SEGIIENT 42.4 40.7 40.5 38.9 37.5 35.5 33.7 31.6 28.5 26.1 10 33.7 25.5 11 12 13 14 24.1 24.5 24.9 25.4 32.4 32.3 30. 6 32.4 31.4 33.9 RECEIVER L,EQ(HJ LlO 33 67 .5 71.1 34 .4 35 .o 36.042,3 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMENT 41.9 39.4 48.3 42.8 44.0 45.8 48.8 53.4 56.1 60.2 10 60.3 54 .9 48. 8 46 .4 1 2 3 4 10 11 12 13 14 23.9 24.2 24.6 25.0 31.9 31.9 30.3 30.2 29.0 31.2 11 12 13 14 42.1 44. 7 43 .2 44.5 42.8 42.0 42.8 42 .0 40.6 39.8 31.1 32.3 33.3 39.9 1 2 3 4 10 41.1 37. 7 35. 7 37. 7 1 2 3 4 11 12 13 14 :n.2 36.6 36.2 35. 7 39.6 37 .2 46.2 40.S 41.6 43.1 4S.2 48,6 49.7 54.5 1 2 3 4 10 59.5 57.9 51.5 47 .5 11 12 13 14 1 2 3 4 10 35. 9 36. 5 36. 8 37 .3 37 .2 35.0 37 .9 36.4 41.2 40.8 11 12 13 14 41.8 40. 7 42 .1 40.0 42.6 4S.l 43 .l 44.4 42.7 41.8 41.1 40,4 39.2 38.5 1 2 3 4 42.0 44.0 45.0 41. S 39.9 36.7 34. 7 36.6 1 2 3 4 10 1 2 3 4 35.9 35.2 34.5 33 ,8 11 12 13 14 1 2 3 4 10 45.3 47 .4 52.9 60. 7 61.l 53.8 50.5 46.1 43.4 41.7 11 12 13 14 40.4 45. 7 37 .4 40. 5 33.7 34.5 35.0 35. 7 35,733.6 36.5 35.0 39.5 39.0 1 2 3 4 10 40.5 40.5 41.6 39.5 11 12 13 14 1 2 3 4 41.0 34. 7 33 .4 32.8 31.9 26.3 27 .4 28.9 31.2 31.1 41.6 44.0 45.4 42.1 1 2 3 4 10 24.5 24.0 23.3 23 .l 1 2 3 4 10 11 12 13 14 46.4 49. 7 58.5 61.8 54.l 48.7 47.4 44.0 41.7 40.2 11 12 34.1 34.5 2).8 26. 5 29.5 32.0 32 .6 34 .9 35.4 37 .3 38.9 44.3 35.8 38.8 1 2 3 4 10 36.6 39.6 10 1 2 10 11 12 13 14 39.2 32.5 31.l 30.6 30.1 26.4 27.0 28.5 30.7 30.7 11 12 39.4 37 .3 37. 7 36.2 35. 7 33.6 32.5 30.l 27 .1 24.6 24.2 23.6 23.1 22.? 1 2 3 4 ; 10 33.5 32.4 11 12 25.3 34.0 24.6 27 .5 30.3 32.9 33.1 36.3 37.139.2 RECEIVER LEQ(~l LlO 36 70.0 73 .5 38.9 40.1 10 1 2 10 RO.M:MAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDlNG 1.0 DB.A 11 12 ROADWAY SEGMENT 40.4 39.5 39.4 37.9 36.9 34."1 33.3 31.0 2S.O 25.5 10 33.4 25.3 u 12 13 14 24.4 24.6 25.l 25.6 32 .6 32 .6 30.4 33.6 32.4 34.5 RECEIVER LEQ(H) LlO 34 68.0 71.6 35.0 35.6 36.'7 43. 7 1 2 3 4 10 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA 11 12 13 14 ROADWAY SEGMEm' 43. 8 41.5 50.9 4S. 7 47. l 49.0 51.6 55. 7 57. 5 60 .9 10 59.2 55 .1 so. 8 48.4 1 2 3 4 10 11 12 13 14 24.0 24.3 24.7 25.2 32.1 32.0 30.'7 31.4 30.2 32.3 ll 12 13 14 44 .2 4'7.0 45.5 46. 7 44.143.6 42. 7 41.8 40.4 39.6 32. 7 33. 3 34. 3 41.2 1 2 3 4 10 40. 9 37. 5 35.S 37.6 1 2 3 4 11 12 13 14 37 .o 36.5 36.l 35.6 41.0 38.6 47.8 42.1 43 .2 44. 8 47 .2 so.a 51.8 57.1 1 2 3 4 10 60.3 56.8 50.7 48.0 11 12 13 14 1 2 3 4 10 35.e 36.4 36. 7 37 .1 37 .1 34 .8 37.8 36.2 41.0 40.6 11 12 13 14 42,5 42,7 44.1 42 .o 43.S 46.0 44.3 45.4 43.8 43.l 42.S 41.7 40.6 40.l l 2 3 4 44.4 46.9 47.0 43.3 41.4 37.9 35.9 37.9 1 2 3 4 10 1 2 3 4 37.4 36.9 36.0 35.2 11 12 13 14 1 2 3 4 10 46.5 47.9 52.9 60.l 63 .8 58.6 56. 3 51.4 48.5 46.4 11 12 13 14 44.8 49.'7 40.4 43 .2 35.1 36.0 36.537.2 31.4 35.2 38.2 36 .6 41.0 40 .4 1 2 3 4 6 10 42.0 41.8 42.9 40.8 11 12 13 14 1 2 3 • 43.2 36.l 34."1 34.1 32.S 26.5 2'7.5 29.l 31.4 31.3 42.8 44.9 46.l 42.6 1 2 3 4 10 24.6 24 .1 23 .5 23 .2 l 2 3 4 5 8 9 10 11 12 13 14 46.749.1 56.l 62 .1 56.9 50. 7 48.9 45.2 42.9 41.4 11 12 34.1 35. '7 :n.4 26.2 29.l 31. 7 32 .2 34.5 34.8 36.6 WALL2.STA 4/22/2002 5:39PM 35.9 40.6 10 1 2 10 11 12 40.3 36.7 37.1 35.7 3S.2 33.l 32.2 29.8 26.9 24.2 RECEIVER 37 34.4 32.7 LEQ(H} LlO 67.9 71.3 ROADWAY SEGMENT SOUND LEVEL CO!ffRIBUTIONS EXCEEDING 1.0 OBA ROADWAY SEGMENT 10 11 12 13 U 24.3 24.5 25.1 25.5 32.6 32.7 30.2 33.2 32.4 34.5 35.0 35.6 36.1 43.7 1 2 l 4 10 11 12 13 14 43.8 41.5 51,045.7 47.1 49.0 51.6 55.7 57.0 57,7 55.2 51.1 46.5 44.4 1 2 3 4 10 11 12 13 14 40.2 43.0 41.5 42.8 41.3 40.4 39 .9 39.1 38 .0 37 .) 38.8 35.6 33.6 35.6 1 2 3 4 34.9 34.3 33.7 32.9 1 2 3 4 10 11 12 13 14 33.0 33.8 34.2 34. 7 34.8 32.6 35.5 34.0 38.5 38.0 39.5 39.4 40.S 38.3 1 2 3 4 40.4 42.5 43.5 39.9 1 2 3 4 10 11 12 13 14 43.7 45.8 50.3 56.4 59.7 59.6 56.3 51.5 48.5 46.5 44.9 49. 7 40.4 43.2 1 2 3 4 10 11 12 13 14 43.2 36.1 34.7 34.1 32.3 26.5 27.S 29.2 31.4 31.2 24. 7 24.1 23.5 23.2 1 2 3 4 10 11 12 34.2 36.1 23.4 26.2 29.1 31.8 32.2 34 .5 34. 7 36.5 35. 7 37. 9 10 1 2 10 11 12 37 .9 36.5 37.0 35.6 35.1 33 .1 32.3 29.8 26.9 24.2 34.8 32.8 RECEIVER LEQ(Hl Ll0 38 65.1 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 OBA ROADWAY SEGMENT 10 11 12 13 14 24.6 25.1 25.6 25.9 32 .3 32.6 30.4 30.1 30.2 32.6 33. 3 34.0 35.0 41.5 1 2 3 4 10 11 12 13 14 41.1 38.9 49.6 44.6 46.1 48.4 51.1 54 .6 55.0 53.2 51. 0 48. 2 44. 7 42. 7 1 2 3 4 10 11 12 13 14 38.6 41.4 39.9 41.2 39.3 38.2 37.4 36.5 35.2 34.4 35. 7 32.3 30.4 32.4 1 2 3 4 31.9 31.3 30.9 30.4 1 2 3 4 10 11 12 13 14 30.6 31.2 31.5 32.0 31.9 29.6 32.6 31.0 35.8 35.4 37.2 37.3 38.7 36.6 1 2 3 4 39.0 41.3 42.4 38.8 l 2 3 4 10 11 12 13 14 42.5 44.1 47.6 50.7 54.2 57.3 54.3 49.2 45.9 43.5 41.8 46.8 36. 7 39.6 1 2 3 4 10 11 12 13 14 40.1 33.7 32.4 31.7 29.5 26.5 27.6 29.2 31.2 31.8 25.8 25.2 24.7 23.8 1 2 3 4 10 11 12 34.4 36.923.7 26.4 29.5 32.1 32.4 34.6 34. 7 36.4 35.5 36.4 10 1 2 10 11 12 36.5 36.4 36.9 35.5 35.2 33. 3 32. 7 30.1 27.3 24.4 35.6 33.1 WALL2.STA 4/22/2002 5:39PM OPTIMA-Wl ............................................ BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2 . 0 PROGRAM MODIFIED FROM THE FHWA VAX VER.SON --KAR.CH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST. OTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-C014PATIBLB PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDEJU!ILT UNIVERSITY, NASHVILLE, TENNESSEE 31235 ......... !~:?! .. !~::!~!! ........ PROBLEM TITLE ..................... Calavera Hills Village E-1 -daytime traffic BARRIER SECTION NO IDENT FTI HEIGHT INDEX 1 1 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. •. 9. 9. 9. 9. 9. 9. 9. 2 2 3 3 • • 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 9. 10 .11.12 .13. 38 38 9.10.11.12.13. 39 39 9.10.11.12.13. 40 40 9.10.11.12 .13. 41 41 9.10.11.12. 42 42 9.10.11.12. 43 43 9.10.11.12. 44 41 45 45 46 46 47 47 9.10.11.12. 48 48 9 .10.11.12. 49 49 9.10.11.12. 50 50 9.10.11.12. 51 51 9 .10 .11. 12. EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES ................................................................ EFFECTIVEN£SS/COST RATIO CORRESPONDING BARRIER HEIGHTS ( IN 2 3 4 5 6 7 812345678 7. 7. 6. 5. 4. 4. 4. o. 3. 4. 5. 6. 7. 8. 12. 12. ll. 10. 10. 10. 10. 0. 3. 4. 5. 6. 7. 8. 14. 14. 14. 14. 14. 14. 14. 0. 3. 4. 5. 6. 7. 8. 15. 16. 11. 17. 15. 14. 13. 0. 3. 4.. 5. 6. '7. 8. 14. 20. 27. 23. 33. 33. 33. 30. 31. 31. 32. 33. 33. 34. 33. 32. 32. 31. 33. 35. • 37. 36. 34. 33. 35. 37. 36. 34. 34. 35. 35. 37. 0. 0. 0. 13. 22. 25. 23. 34. 37. 35. 31. 30. 31. 32. 33. 35. 35. 35. 33. 34. 33. 33. 38. 40. 40. JS. 35. 38. 41. 39. 34. 35. 38. 40. 39. 42. 42. 42. 41. 40. 37. 32. 14. 20. 35. 36. 36. 12. 21. 23. 23. 34. 36. 32. 29. 29. 32. 35. 33. 34. 35. 36. 34. 35. 34. 36. 40. 41. 43. 37. 36. 41. 42. 38. 35. 35. 39. 42. 42. 44. 44. 45. 45. 42. 38. 31. 12. 26. 37. 39. 41. 12. 20. 21. 22. 33. 33. 30. 27. 29. 31. 38. 32. 33. 36. 35. 34. 33. 33. 39. 42. 40. 41. 37. 38. 42. 41. 36. 36. 35. 36. 40. 42. 45. 44. 46. 47. 44. 37. 30. 12. 24. 45. 44. 43. 11. u. 10. 0. 3. 4. 5. 6. 7. 8. 18. 17. 16. 0. 3. 4. 5, 6. 7. 8. 19. 17. 16. o. 3. 4. 5. 6. 7. 8. 20. 20. 20. 0. 3. 4. 5. 6. 7. 8. 30. 29. 28. 0. 3. 4. 5. 6. 7. 8. 30. 29. 30. 0. 3. 4. 5. 6. 7. 8. 28. 27. 27. 0. 3. 4. 5, 6. 7. 8. 27. 26. 25. 0. 3. 4. 5. 6. 7. 8. 28. 27. 27. 0. 3. 4. 5. 6. 7. 8. 30. 28. 28. o. 3. 4. 5. 6. 7. 8. 36. 32. 31. 0. 3. 4. 5. 6. 7. 8. 31. 29, 29. 0. 3. 4. 5. 6. 7. 8. 31. 29. 28. 0. 3. 4. 5. 6. 7. 8. 33. 30. 29. o. 3. 4. 5. 6, 7. 8. 33. 30. 29. 0. 3. 4. 5. 6. 7. 8. 32. 29. 28. o. J. 4. 5. 6. 1. 0. 31. 29. 28. o. 3. 4. 5. 6. 7. 8. 31. 28. 27. o. 3. 4. 5. 6. 7. 8. 36. 32. 30. 0. 3. 4. 5. 6. 7. 8. 40. 35. 33. 0. 3. 4. 5. 6, 7. 8. 37. 35. 34. o. 3. 4. s. 6. 1. 0. 36. 35. 36. 0. 3. 4. 5. 6. 7. 8. 34. 31. 30. 0. 3. 4. s. 6. 7. 8. 36. 33. 31. 0. 3. 4. s. 6. 7. 8. 39. 35. 34. o. 3. 4. 5. 6. 7. 8. 38. 35. 35. 0. 3. 4. 5. 6. 7. 8. 33. 32. 31. 0. 3. 4. 5. 6. 7. 8. 34. 31. 30. 0. 3. 4. 5. 6. 7. 8. 33. 31. 30. 0. 3. 4. s. 6. 7. 8. 34. 32. 32. 0. 3. 4. s. 6. 7. 8. 37. 35. 35. o. 3. 4. 5. 6. 7. 8. 38. 36. 36. 0. 3. 4.. S. 6. 7. B. 44. 40. 39. 38. 0. 7. 8. 41. 38. 38. 38. o. 7. 8. 45. 42. 39. 39. 0. 7. 8. 44. 41. 41. 41, 0. 7. 8. 44. 41, 38. 37. 0. 6, 7. 8. 35. 32, 30. 30. o. 6. 7. 8. 29. 27. 26. 26. 0. 6. 7. 8. o. 0. o. 0. 0. 0. 11. 10. 9. 8. o. 6. 7. 8. 20. 16. 14. 15. 0. 6. 7. 8. 46. 41. 39. 39. 0. 6. 7. 8. 46. 42. 39. 39. 0. 6. 7. 8. 43. 38. 35. 35. 0. 6. 7. 8. WALL2.OPT 4/22/2002 52 52 9-.10.11.12. 53 53 9 .10 .11.12. 54 54 9.10.11.12. 55 55 9 .10 .11.12. 56 56 9 .10 .11. 12. 57 57 9 .10 .11.12. 58 58 9.10.11.12. 59 59 9.10,11.12. 60 60 9.10.11.12. 61 61 9.10.11.12. 62 62 9.10.11.12. 63 63 9. 9. 9. 9. 9. 9. 9. 9. 9. 64 64 65 65 66 66 67 67 68 68 69 69 70 70 71 71 72 72 73 73 74 74 75 75 76 76 77 0 78 1 79 2 80 3 81 4 82 5 83 6 84 7 85 8 86 9 87 10 88 ll 89 12 90 13 91 14 92 15 93 16 94 17 95 18 96 19 97 20 98 21 99 22 100 23 101 24 102 25 103 26 104 27 105 28 106 29 107 30 108 31 109 32 110 33 111 34 112 35 113 36 ll4 37 115 38 116 39 117 40 118 41 119 42 120 43 121 44 122 45 123 46 124 47 125 48 126 49 127 50 128 51 129 52 130 SJ 131 54 132 55 133 56 134 57 135 58 136 59 137 60 138 61 139 62 140 63 141 64 HEIGHT INDEX 34. 40. 46. 45. 41. 39. 39. 0. 6. 7. 8. 36. 42. 47. 48. 44. 41. 42. 0. 6. 7. 8 . 38. 44. 48. 47. 44. 41. 40. o. 6. 7. 8. 40. 46. 47. 46. 43. 40. 39. 0. 6. 7. 8. 39. 43. 45. 46. 42. 38. 37. 0. 6. 7. 8. 38. 44. 47. 47. 43. 40. 39. o. 6. 7. 8. 41. 44. 47. 48. 44. 42. 41. o. 6. 7, 8. 34. 36. 39. 39. 34. 32. 32. o. 6. 7. 8. 29. 32. 34. 33. 29. 26. 26. o. 6. 7. 8. 24. 24. 24. 24. 23. 21. 21. 0. 6. 7. 8. 24. 24. 24. 24. 23. 22. 22. o. 6. 1. a. 22. 22. 21. 20. 20. 20. 20. o. 3. 4.. 5. 6. 7. 8. 19. 19. 18. 11. 11. 11. 11. o. 3. 4. s. 6. 1. a. 1,. u. u. 13. 13. 13. u. o. 3. 4. 5. 6. 1. e. 12. 1J. 13. 1J. u. u. u. o. 3. 4. 5. 6. 1. e. 6. 7. 8. 8. 9. 9. 9. 0. 3. 4. 5. 6. 7. 8. -1. -4. -3. -1. 1. 2. 2. o. 3. 4. 5. 6. 1. 8. 0. 0. o. o. 0. 0. 0. 0. 3. 4. 5. 6. 7. 8. 0. 0. o. 0. 0. o. o. o. 3. 4. 5. 6. 1. a. o. o. o. o. o. o. o. o. 3. 4. s. 6. 7. a. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. o. 0. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. o. o. 0. o. 0. o. o. 0. 0. o. 0. 0. o. 0. o. o. 0. 0. 0. o. 0. o. 0. 0. 0. 0. o. 0. o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. o. o. o. 0. 0. 0. o. 0. 0. 0. o. 0. o. 0. 0. o. 0. o. o. 0. 0. 0. 0. 0. o. 0. 0. 0. 0. 0. o. 0. 0. o. o. o. o. 0. o. 0. o. 0. 0. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. o. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. o. o. 0. o. o. o. 0. o. o. o. 0. o. 0. o. 0. o. o. o. 0. o. o. 0. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. o. 0. 12345678 Calavero Hills Village E-1 -daytime traffic Village E-1, second floor receivers with barriers BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 1111122355556777 7 5666667777855665 1 6666655SS5Slllll 1 1111111111111111 1 1111111111111111 1 1111111111111111 CORRESPONDING BARRIER ff.EIGHTS FOR EACH SECTION o. o. o. o. o. 3. 3. 4. 6. 6. 6. 6. 1. a. 8. a. 8. 8. a. 0. 1. 1. 1. 1. 6. 6. 1. 1. 1. 1. 1. 8. a. a. 0. 9.10.10.11.11. 9. 9. o. o. o. o. 9. 9.10.10. 10.10.10.10.10. 9. 9. 9. 9. 9. 9. 0. 0. 0. 0. o. 0. o. 0. o. o. o. o. 0. o. o. o. 0. o. o. o. o. o. o. o. o. 0. 0. 0. o. o. o. 0. o. 0. 0. o. o. 0. 0. 0. o. 0. 0. 0. o. 0. o. o. 0. 0. 0. 0. 0. o. o. 0. o. 0. o. 0. 0. o. 0. 0. 0. o. 0. 0. 0. 0. 0. 0. o. 0. 0. o. 0. 0. 0. o. RESULTS 5:39PM ............. REC REC IO LEQ LEQ(Z(O) I IL 1 1 ss., S6. 7 1.3 2 2 SS.6 S7 .O 1., 3 3 S7 .S S8. 7 1.2 4 4 s8., S9.6 1.2 s s 60.1 61.l 1.0 6 6 60.4 61.6 1.2 7 7 62. 7 64 .5 1.8 8 8 64.8 65. 5 . 7 9 9 66.9 67 .2 .3 10 10 67. 3 67 .5 .2 11 11 67. 7 67 .a .1 12 12 67 .a 68 .1 .2 13 13 67 .4 67. 8 . s 14 14 66.8 67. 6 .8 15 15 66. 7 67 .6 .9 16 16 6S.O 67 .s 2.5 17 17 6S .4 67 .6 2 .2 18 18 67 .o 67 .9 .9 19 19 66.8 67 .8 1.0 20 20 6S.3 67 .8 2.5 21 21 67 .2 68 .2 1.0 22 22 67. 7 68.3 . 7 23 23 67. 8 68. 7 .9 24 24 67 .9 69.1 1.2 25 25 66 .8 69. 9 3.1 26 26 66 .3 70. 8 4. 5 27 27 68. 5 71.5 3 .o 28 28 69 .6 71. 7 2 .1 29 29 69.1 71.2 2.1 30 30 68.9 71.0 2.2 31 31 68.1 70.9 2.8 32 32 69.2 71.0 1.8 33 33 66. 0 70. 7 4. 7 34 34 66 .4 70. 7 4. 3 35 35 68 .5 70.8 2 .3 36 36 69. 9 70. 9 1.0 37 37 67. 7 69. 9 2 .1 38 38 65,0 67. 7 2, 7 BARRIER TYPE COST AREA (SQ. FT.) FH-BERM 0. 0. FH-MASON 57300. 11105. FH-WOOD 0. 0. FH-CONC 0. 0. FH-STEEL 0. o . .................................................................... TOTALS: 57300. 11105. END OF ALL CASES WALL2.0PT 4/22/2002 5:39 PM