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Home My WebLink AboutCT 00-20; Fox Miller Property; Tentative Map (CT) (7)V#7 WILLDAN Serving Public Agencies WPA Traffic Engineering A Division ofWillcLin 2"()42 Towne Centre Drive, ^luite 270 hiolhill k.inch, Cililornui '*2(i1() ')-l'Hr() ii;i.l{) Kix 'W')'7"()-')041 wu'M.Willi!,irn (ini October 16, 2000 Mr. Bob Ladwig Ladwig Design Group 703 Palomar Airport Road, Suite 300 Carlsbad, CA 92009 SUBJECT: FOX-MILLER PROPERTY, CARLSBAD Dear Mr. Ladwig: This report provides a summary of traffic factors related to the proposed development of the Fox- MiUer Property in the City of Carlsbad. The analyses contained in this report are based upon information provided by you, our past work in the City, previously completed analyses for the study area, and standard reference materials. PROJECT DESCRIPTION The proposed Fox-Miller Property is located on the westerly side of El Camino Real, between College Boulevard and Faraday Avenue, in the Cit>' of Carlsbad. One access to the proposed project site is planned via Salk Avenue, westerly off of El Camino Real, which would be right turns in and out only; another access would be via Salk Avenue, easterly off of College Boulevard. Figure I illustrates the location of the proposed project in relationship to the surrounding street system. The net pad area to be developed on the Fox-MiUer Property is 22.4 acres and is planned to consist of Planned Industrial use. EXISTING CONDITIONS Existing traffic conditions in the study area are subject to significant changes as additional arterial roadway connections and road segments are completed. Some of these in the project study area 15/^/5% OX/107. 2Qy./ioy. TAMARACK AVE oy./ioy. No Scale PROJECT SITE 15%/107. JOB 112820 1 flK liil 1. FDX/MILLER PRDPERTY STUDY ZONE FIGURE 1 2oy./ioy. 2oy./i5y. LEGEND STUDY INTERSECTION _ EXISTING PLANNED PROJECT DISTRIBUTIDN Z^l YEAR 2005 / YEAR 20E0 -2- include the extensions of Faraday Avenue, westerly of College Boulevard and easterly of El Camino Real; the extension of College Boulevard to the north of El Camino Real; and the construction of segments of Cannon Road. The existing and planned roadways in the study area are illustrated on Figure I, presented earlier in this study. Figure I also shows the intersections that were examined as a part of these traffic analyses for the Fox-MiUer Property project. The eight study intersections and their status (existing or proposed for the future) are listed below. # STUDY INTERSECTIONS 1 El Camino Real / Tamarack Avenue (Existing) 2 El Camino Real / College Boulevard (Existing) 3 El Camino Real / Faraday Avenue (Existing) 4 El Camino Real / Palomar Airport Road (Existing) 5 College Boulevard / Faraday Avenue (Existing) 6 College Boulevard / Palomar Airport Road (Existing) 7 El Camino Real / Cannon Road (Future*) 8 College Boulevard / Cannon Road (Future) * It should be noted that the study intersection of El Camino Real / Cannon Road is now existing; however, at the time the traffic counts were conducted, this intersection had not been constructed. Therefore, in these traffic analyses, the intersection was considered as a 'future" intersection. The eight study intersections were analyzed using the Intersection Capacity Utilization (ICU) methodology for existing conditions. The ICU methodology utilizes a comparison of intersection volumes to available intersection capacity, which results in an ICU value. The ICU value then relates to various Levels of Service (LOS), which range from "A" (the best) to "F" (the worst). For the City of Carlsbad, LOS A through D are considered acceptable, while LOS E and F are over capacity. A more detailed explanation of ICU and its relationship to LOS is provided in Appendix A. Willdan - WPA Traffic Engineering Job #12820 Fox-Miller Property - Traffic Analyses City of Carlsbad -3- Table I presents a summary of the intersection analyses imder existing conditions. Results are shown for the six study intersections which are currently existing (two of the intersections are proposed for the future). The existing lane geometries at the study intersections, utilized in the ICU analyses, are illustrated on Figure 2, while the existing volumes at the study intersections were obtained from a previous traffic study recently conducted in the study area'. Both the existing geometries and existing intersection volumes can be referenced on the intersection analyses worksheets provided in Appendix B. Table 1 shows that all of the existing (six) study intersections have acceptable operations (LOS A through C) during both the AM and PM peak hours under existing conditions. PROJECT CONDITIONS Trip Generation Trip generation analyses were performed for the currently proposed Fox-MiUer Property project, then compared to the trip potential assumed in the Carlsbad Traffic Model for this site. The currently proposed project consists of 22.4 acres of Planned Industrial use. Table 2 summarizes the results of the trip generation analyses for the currently proposed project on the Fox-Miller Property. As shown in Table 2, the proposed project is estimated to generate a total of 1,800 daily trip ends, of which 195 (175 In, 20 Out) trip ends would occur during the AM peak hour and 215 (45 In, 170 Out) trip ends would occur during the PM peak hour. Table 2 also shows that the trip generation rate utilized to calculate the daily trip generation of the proposed Fox-Miller Property project (Industrial Park land use) is 80.0 trip ends per acre^. The daily trip generation rate used in these traffic analyses is comparable to the rate applied to the proposed ' "Carlsbad Oaks North Project, Traffic Study"; Willdan - WPA Traffic Engineering; (Draft) September 25, 2000. " Referenced from Traffic Generators: San Diego Association of Governments (SANDAG); July, 1998. Willdan - WPA Traffic Engineering Fox-MiUer Property - Traffic Analyses Job U12820 City of Carlsbad TABLE 1 INTERSECTION ANALYSES SUMMARY Fox-Miller Property, Carlsbad INTERSECTION INTERSECTION CAPACITY UTILIZATION (ICU) / LEVEL OF SERVICE (LOS) INTERSECTION EXISTING CONDITIONS YEAR 2005 CONDITIONS YEAR 2020 CONDITIONS INTERSECTION AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AMPEAKHOUR PMPEAKHOUR El Camino Real / Tamarack Ave. 0.61 /B 0.58/A 0.69 / B 0.68 / B 0.75/C 0.87/D El Camino Real / College Blvd. 0.45/A 0.54/A 0.65/B 0.45 / A 0.70/B 0.60/A El Camino Real / Faraday Ave. 0.58/A 0.65/B 0.80/C 0.53 / A 0.83 / D 0.72 / C El Camino Real / Palomar Airport Rd. 0.57/A 0.74/C 0.80/C 0.76/C 0.78/C 0.80/C College Blvd. / Faraday Ave. 0.20 / A 0.25 / A 0.30/A 0.30/A 0.44 / A 0.38/A College Blvd. / Palomar Airport Rd. 0.55/A 0.66/B 0.45/A 0.48/A 0.59/A 0.58/A El Camino Real / Cannon Rd. (1) (2) (1) (2) 0.46 / A 0.40 / A 0.48/A 0.47 / A College Blvd. / Cannon Rd. (1) (1) 0.48/A 0.62/B 0.55/A 0.62 / B (1) These study intersections currently do not exist for these traffic analyses. (2) It is noted that the study intersection of El Camino Real / Cannon Road is now existing; however, in these traffic analyses, it is considered as a "future" intersection, since it had not been constructed at the time the traffic counts were conducted. I I TAMARACK AVE^ 1. JOB •iseso 1 WiC EIGilG, I FDX/MILLER PRDPERTY LANE GEDMETRICS USED IN EXISTING ANALYSIS FIGURE 2 LEGEND STUDY INTERSECTION EXISTING PLANNED TABLE 2 TRIP GENERATION - PROPOSED PROJECT Fox-Miller Property, Carlsbad -5- LANDUSE DESCRIPTOR /SIZE TRIP ENDS LANDUSE DESCRIPTOR /SIZE DAILY AMPEAKHOUR PMPEAKHOUR LANDUSE DESCRIPTOR /SIZE DAILY IN OUT IN OUT TRIP RATES''^: Industrial Park (Without Commercial) Per Acre 80.0 7.92 0.88 1.92 7.68 TRIP ENDS: Fox-Miller Property (Planned Industrial) 22.4 Acres 1,800 175 20 45 170 (1) Rates referenced from Traffic Generators; San Diego Association of Governments (SANDAG); July, 1998. -6- project site for the Model trip generation (81.7 trip ends per acre - Light Industry land usef. It is, therefore, concluded that the trip generation currently proposed for the Fox-MiUer Property project is consistent with (or less than) what was previously assumed for this project site in the Carlsbad Traffic Model. YEAR 2005 AND YEAR 2020 CONDITIONS Table I, provided earlier in this study, also presents the results of the intersection analyses for the eight study intersections under the Year 2005 and Year 2020 conditions. The lane geometries at the study intersections, utilized in the 2005 / 2020 ICU analyses, are illustrated on Figure 3, while the 2005 and 2020 volumes at the study intersections were obtained from a previous traffic study recently conducted in the study area''. Both the geometries and intersection volumes utilized in the 2005 and 2020 ICU analyses can be referenced on the intersection analyses worksheets provided in Appendix B. Review of Table I shows that all of the study intersections are projected to operate at acceptable Levels of Service A through D during both the AM and PM peak hours under both the Year 2005 and Year 2020 conditions. SUMMARY This study has examined traffic factors related to the proposed Fox-Miller Property development. The project is located on the westerly side of El Camino Real, between College Boulevard and Faraday Avenue, in the City of Carlsbad. This study was primarily conducted to determine if the proposed project is consistent (from a traffic viewpoint) with the land use assumed in the Carlsbad Traffic Model. Trip generation analyses were performed for the proposed project and compared to the trip generation utilized in the Model. Buildout traffic conditions were examined at eight intersections related to the proposed project. ^ Information obtained from San Diego Association of Governments (SANDAG). " "Carlsbad Oaks North Project, Traffic Study"; op.cit. Willdan - WPA Traffic Engineering Fox-Miller Property - Traffic Analyses Job #12820 City of Carlsbad TAMARACK AVE, JOB •laeao 1 UK EIGIEIG, iC FDX/MILLER PRDPERTY LANE GEDMETRICS USED IN 2005/2020 ANALYSIS* FIGURE 3 * SAME AS GEDMETRICS USED FDR EXISTING CnNDITIDNS <Nn IMPROVEMENTS) WITH THE ADDITION DF THREE STUDY INTERSECTIONS LEGEND STUDY INTERSECTION EXISTING PLANNED -7- The foUov^dng are the principal findings of the study. 1) Under existing conditions, the six study intersections which are currently existing are shovm to have acceptable operations (LOS A through C) during both the AM and PM peak hours. (It is noted that the study intersection of El Camino Real / Cannon Road is now existing; however, in these fraffic analyses, it is considered as a 'future'" intersection, since it had not been constructed at the time the traffic coimts were conducted.) 2) The proposed development of the Fox-Miller Property (22.4 acres of Planned Industrial use) is estimated to generate 1,800 daily trip ends, of which 195 (175 In, 20 Out) trip ends occur during the AM peak hour and 215 (45 In, 170 Out) trip ends occur during the PM peak hour. 3) When compared with the Carlsbad Traffic Model, the proposed trip generation is consistent with or less than the previous assumption. 4) The ICU analyses at the eight study intersections show that acceptable Level of Service D or better operations are projected during both the AM and PM peak hours under both the Year 2005 and Year 2020 conditions. Willdan - WPA Traffic Engineering Fox-Miller Property - Traffic Analyses Job #12820 City of Carlsbad -8- We trust that these analyses will be of assistance to you and the City of Carlsbad. If you have any questions or require additional information, please contact us. Respectfully submitted, WPA TRAFFIC ENGINEERING A DIVISION OF WILLDAN Weston S. Pringle, P.E. Registered Professional Engineer State of Califomia Numbers C16828 & TR565 WSP:CC #12820 Willdan - WPA Traffic Engineering Fox-MUler Property - Traffic Analyses Job #12820 City of Carlsbad APPENDIX A EXPLANATION OF INTERSECTION CAPACITY UTILIZATION AND LEVEL OF SERVICE APPENDIX A EXPLANATION OF INTERSECTION CAPACITY UTILIZATION The capacity of a street is nearly always greater between intersections and less at intersections. The reason for this is that the traffic flows continuously between intersections and only part ofthe time at intersections. To study intersection capacity, a technique known as Intersection Capacity Utilization (ICU) has been developed. ICU analysis consists of (a) determining the proportion of signal time needed to sen/e each conflicting movement; (b) summing the times for the movements; and (c) comparing the total time required to the time available. For example, if for north-south traffic the northbound traffic is 1,000 vehicles per hour, the southbound traffic Is 800 vehicles per hour, and the capacity of either approach Is 2,000 vehicles per hour of green, then northbound traffic Is critical and requires 1,0000/2,000 or 50 percent ofthe signal time. If forthe east-west traffic, 40 percent ofthe signal time Is required, then It can be seen that the ICU Is 50 plus 40, or 90 percent. When left-turn phases exist, they are incorporated into the analysis. As ICU's approach 100 percent, the quality of traffic service approaches Level of Service (LOS) E, as defined In the Highway Capacity Manual, Special Report 87, Highway Research Board, 1965. Level of Service is used to describe quality of traffic flow. Levels of Service A to C operate quite well. Level of Service D Is typically the Level of Service for which an urban street is designed. Level of Service E Is the maximum volume a facility can accommodate and will result in possible stoppages of momentary duration. Level of Sen/Ice F occurs when a facility is overloaded and is characterized by stop-and-go traffic with stoppages of long duration. A description ofthe various Levels of Service appears on the following page. The ICU calculations assume that an Intersection is signalized and that the signal Is Ideally timed. It Is possible to have an ICU well below 1.0, yet have severe traffic congestion. This would occur because one or more movements Is not getting enough time to satisfy Its demand, with excess time existing on other moves. Although calculating ICU for an unslgnalized Intersection is not necessarily valid, it can be performed with the presumption that a signal can be Installed and the calculations show whether the geometries are capable of accommodating the expected volumes. Capacity is often defined in terms of roadway width. However, standard lanes have approximately the same capacity whether they are 11 foot or 14 foot lanes. Our data indicates that a typical lane, whether a through lane or a left-turn lane, has a capacity as high as approximately 2200 vehicles per lane per hour of green time. The 1985 Highway Capacity Manual found capacities of 1800 vehicles per lane per hour of green time. These studies show that values In the 1600 to 1700 range should result in a conservative analysis. APPENDIX A LEVEL OF SERVICE DESCRIPTIONS FOR INTERSECTIONS LEVEL OF SERVICE DESCRIPTION NOMINAL RANGE OFlCif^\ A Low volumes; high speeds; speed not restricted by other vehicles; all signal cycles clear with no vehicles; all signal cycles clear with no vehicles waiting through more than one signal cycle. 0.00-0.60 B Operating speeds beginning to be affected by other traffic; between one and ten percent ofthe signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods. 0.61-0.70 C Operating speeds and maneuverability closely controlled by other traffic; between 11 and 30 percent ofthe signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods; recommended ideal design standard. 0.71-0.80 D Tolerable operating speeds; 31 to 70 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during traffic periods; often used as design standard in urban areas. 0.81-0.90 E Capacity; the maximum traffic volumes an intersection can accommodate; restricted speeds; 71 to 100 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods. 0.91-1.00 F Long queues of traffic; unstable flow; stoppages of long duration; traffic volume and traffic speed can drop to zero; traffic volume will be less than the volume which occurs at Level of Service E. Not IVIeaningful (a) ICU (Intersection Capacity Utilization) at various Levels of Service versus Level of Service E for urban arterial streets. SOURCE: Hiphwav Capacity Manual: Special Report 87; Highway Research Board; 1965. APPENDIX B INTERSECTION ANALYSES WORKSHEETS Existing Conditions INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT, INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & TAMARACK 1999 VOLUMES WITH EXISTING CONDITIONS MOVEMENT EXIST LANES PROP LANES EXISTING CAPACITY NL 111 1 1 ii 0 lllll 1800 II 0 lllll 51 11 11 lllll 0.03 11 * NT III 1 2 II 0 lllll 4000 II 0 lllll 439 11 II lllll 0.11 11 NR III 1 1 li 0 lllll 1800 II 0 lllll 53 11 11 lllll 0.03 11 SL III i 1 ii 0 lllll 1800 II 0 lllll 27 11 11 lllll 0.02 11 ST III 1 2 II 0 lllll 4000 II 0 lllll 1499 11 11 lllll 0.37 11 * SR III 1 1 li 0 lllll 1800 li 0 lllll 16 11 11 lllll 0.01 11 EL III 1 1 li 0 lllll 1800 II 0 lllll 38 11 11 lllll 0.02 11 ET III 1 1 li 0 lllll 2000 II 0 lllll 55 11 11 lllll 0.03 11 * ER III i 1 ii 0 lllll 1800 II 0 lllll 189 11 11 lllll 0.11 11 WL III 1 1 ii 0 lllll 1800 II 0 lllll 227 11 11 lllll 0.13 11 * WT III 1 2 II 0 lllll 4000 II 0 lllll 206 11 11 lllll 0.06 11 WR III 1 0 II 0 lllll 0 II 0 lllll 26 11 11 lllll 0.06 11 EXISTING VOLUME OTHER VOLUME 2005 PROJECT VOLUME ICU SPREADSHEET FILE NAME ECR&TAM 99&99 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C EXISTING + OTHER V/C 0.03 0.11 0.03 0.02 0.37 0.01 0.02 0.03 0.11 0.13 0.06 0.40 0.40 o.ie 0.05 0.61 0.16 0.05 0.61 I B EX.+OTHER +PROJECT V/C 0.03 0.11 0.03 0.02 0.37 0.01 0.02 0.03 0.11 0.13 0.06 0.40 0.16 0.05 0.61 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: CARLSBAD PM PEAK HOUR INTERSECTION: ECR & TAMARACK 1999 VOLUMES WITH EXISTING CONDITIONS MOVEMENT ||1| EXIST 1 11 11 II III 1 II II lllll 11 11 EXISTING 11 11 EX.+OTHER II EX.+OTHER II MOVEMENT ||1| EXIST 1 PROP 11 11 EXISTING il PROPOSED 111 1 EXISTING 11 OTHER 11 PROJECT lllll EXISTING 11 11 + OTHER 11 II +PROJECT 11 +PROJECT II llll LANES 1 LANES 11 11 CAPACITY ii CAPACITY 111 1 VOLUME 11 VOLUME 11 VOLUME mil V/C li li V/C ii i V/C 11 V/C-W IMP il -= =- lllll ======= 1 ======= II II ========= II = III 1 ========= (j ========= 11 ========= mil ========= li ==- II ========= II ==r ll ========= II === ========= 1 === NL lllll 1 i 11 11 1800 II 0 III 1 180 11 11 lllll 0.10 II II 0.10 11 II 0.10 11 II * NT mil 2 1 II 11 4000 II 0 111 1 1520 11 li lllll 0.38 II * II 0.38 11 * 1' 0.38 11 * II NR llll 1 1 II 11 1800 II 0 111 1 213 11 il lllll 0.12 II II 0.12 11 1 0.12 11 II SL llll; 1 1 II 11 1800 II 0 III 1 30 li ii lllll 0.02 ii * ii 0.02 il * 1, 0.02 li * II ST mil II 11 4000 II 0 111 1 551 11 II lllll 0.14 II II 0.14 II I 0.14 II 11 * SR lllll 1 1 11 11 1800 II 0 111 1 65 11 li lllll 0.04 II II 0.04 11 |i 0.04 II II EL mil I 1 11 11 1800 II 0 111 1 35 11 il lllll 0.02 II II 0.02 11 1 0.02 11 1 II * ET nil, 1 1 11 11 2000 II 0 111 1 185 11 il lllll 0.09 11 * 11 0.09 II * 1 0.09 11 * 1 II ER lllll 1 1 II II 1800 II 0 HI 1 56 11 11 lllll 0.03 II II 0.03 11 1 0.03 11 II WL mil 1 1 II 11 1800 11 0 HI 1 71 11 li lllll 0.04 II * 11 0.04 II * 1 0.04 II * 1 II WT llll 2 1 11 11 4000 II 0 111 1 101 11 11 lllll 0.03 II II 0.03 11 1 0.03 11 1 II * WR llll 0 1 II II 0 II 0 111 1 28 11 11 lllll II II II 1 I II ICU SPREADSHEET FILE NAME ECR&TAM 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.40 0.13 0.05 0.58 0.40 0.13 0.05 0.58 0.40 0.13 0.05 0.58 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD AM PEAK HOUR ECR & COLLEGE 1999 VOLUMES WITH EXISTING CONDITIONS MOVEMENT 1 III EXIST 1 PROP 111 1 EXISTING PROPOSED III i EXISTING 1 III LANES 1 lAHES HI 1 CAPACITY CAPACITY 111 1 VOLUME NL 1 III 1 1 0 111 1 1800 0 111 1 83 NT 1 III 2 1 0 III 1 4000 0 III 1 477 NR 1 III 0 1 0 III 1 0 0 III 1 0 SL 1 :ll 0 1 0 III 1 0 0 III 1 0 ST 1 11 2 1 0 III 1 4000 0 III 1 1358 SR 1 II FREE 1 0 III 1 N.S. 0 III 1 584 EL 1, II 2 1 0 III 1 3600 0 III 1 49 ET !• II 0 1 0 III 1 0 0 111 1 0 ER 1 ii 1 i 0 III 1 1800 1 0 111 1 18 WL II II 0 1 0 III 1 0 1 0 III 1 0 WT i: II 0 1 0 III 1 0 1 0 III 1 0 WR II II 0 1 0 111 1 0 1 0 III 1 0 ICU SPREADSHEET FILE NAME ECR&COL 99&99 | N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS ' EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = mil EXISTING lllll V/C lllll 0.05 lllll 0.12 11 11 EXISTING 11 11 11 + OTHER 11 II II V/C 11 II * II 0.05 II * II II 0.12 II 11 EX.+OTHER II 11 +PROJECT 11 II V/C 11 II 0.05 II * II 0,12 11 II EX.+OTHER II mil 11 +PROJECT II mil li V/C-WJMP li mil lllll 0.34 lllll N.S. lllll 0.01 II * 11 0.34 II * II II N.S. 11 II * II 0.01 11 ' II 0.34 11 * II N.S. 11 II 0.01 11 * : lllll 0.01 II II 0.01 II II 0.01 II 1 ll III r 1 r 1 1 * * lllll 0.39 1 0.39 1 0.39 1 0.00 lllll lllll 0.01 1 0.01 1 0.01 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.45 1 0.45 1 0.45 1 0.05 mil lllll A 1 A 1 A 1 A lllll INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR ECR & COLLEGE 1999 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&COL 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT | II EXIST PROP HI 1 EXISTING PROPOSED llll EXISTING li 11 LANES LANES III i CAPACITY CAPACITY III! VOLUME NL 11 II 1 ======= Ij 1 1800 1 0 IHI 25 NT II II 2 111 1 4000 1 0 llll 1412 NR i: II 0 III 1 0 0 llll 0 SL 11 II 0 iil 1 0 0 llll 0 ST II II 2 1 III 1 4000 1 0 llll 545 SR II II FREE 1 III 1 N.S. 1 0 llll 105 EL II II 2 III 1 3600 1 0 llll 503 ET \ II 0 III 1 0 1 0 llll 0 ER 1: II 1 III 1 1800 0 llll 39 WL li II 0 i III 1 0 1 0 llll 0 WT II II 0 1 111 1 0 I 0 llll 0 WR II II 0 1 III 1 0 1 0 HH 0 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = lllll 11 11 EXISTING 11 11 EX.+OTHER II 1 EX.+OTHER 11 mil lllll EXISTING 11 H + OTHER 11 11 +PROJECT li 1 +PROJECT 11 lllll lllll V/C ii ii V/C II II V/C ii i V/C-WJMP li lllll lllll ========= II === 11 ========= II ==;= II ========= II === 1 ========= II === lllll lllll 0.01 II II 0.01 II II 0.01 II 1 II * lllll lllll 0.35 II * II 0.35 II * II 0.35 II m 1 II HHI lllll II * II II * II II ## 1 II lllll lllll 0.14 II II 0.14 II II #REF! II 1 11 * mil lllll N.S. II II N.S. II II N.S. II 1 II mil lllll 0.14 II * II 0.14 11 * 11 0.14 II * 1 II * inii lllll 0.02 II II 0.02 II II 0.02 ll 1 llll lllll ir 1 ir lllll lllll 0.35 1 0.35 1 #REF! 0.00 lllll lllll 0.14 1 0.14 1 0.14 0.00 lllll lllll 0.05 1 0.05 1 0.05 0.05 mil lllll ========== = == = ========== = == = ========== ==== : =========== == mil lllll 0.54 1 0.54 1 0.05 lllll lllll A 1 A 1 A mil INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & FAR 99 GEO & 99 VOL i/EMENT 11 11 EXIST 1 PROP 111 1 EXISTING 1 PROPOSED 1! 11 LANES 1 LANES HI CAPACITY 1 CAPACITY NL II 11 2 1 0 111 3600 1 0 NT II II 3 1 0 111 6000 1 0 NR 11 II 0 1 0 111 0 1 0 SL II II 2 1 0 III 3600 1 0 ST II II 3 1 0 III 6000 1 0 SR II II 0 1 0 IIL 0 1 0 EL II II 2 1 0 111, 3600 1 0 ET II II 2 1 '* III 4000 1 0 ER II II 0 1 0 llll 0 1 0 WL II ii 1 i 0 III: 1800 1 0 WT 11 II 2 1 0 llll 4000 1 0 WR II II 0 1 0 llll 0 1 0 EXISTING VOLUME 928 441 187 179 981 239 43 59 76 66 50 18 OTHER VOLUME 2005 PROJECT VOLUME ICU SPREADSHEET FILE NAME ECR & FAR 99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = mil EXISTING lllll V/C lllll 0.26 lllll 0.10 II II EXISTING 11 11 11 + OTHER 11 II II V/C II II * II 0.26 II * II II 0.10 11 II EX.+OTHER 11 11 +PROJECT 11 II V/C 11 II 0.26 11 * II 0.12 11 11 EX.+OTHER 11 lllll 11 +PROJECT 11 lllll II V/C-WJMP 11 mil lllll 0.05 lllll 0.20 II II 0-05 11 II * II 0.20 11 ' 11 0.05 II li 0.21 il * lllll 0.01 lllll 0.03 II II 0.01 11 II * II 0.03 11 * II 0.01 11 ii 0.04 ii * II II* 5 lllll 0.04 lllll 0.02 II * II 0.04 11 * II II 0.02 11 II 0.04 II • II 0.03 II • lllll 0.46 1 0.46 1 0.47 1 0.00 lllll lllll 0.07 1 0.07 1 0.08 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.58 1 0.58 1 1 0.05 mil lllll A 1 A 1 1 A lllll REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR ECR & FAR 99 GEO & 99 VOL ICU SPREADSHEET FILE NAME ECR & FAR 99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS MOVEMENT | 111 EXIST PROP III 1 EXISTING 1 PROPOSED HI 1 EXISTING [: II LANES LANES lii 1 CAPACITY 1 CAPACITY 111 1 VOLUME NL II II 2 m 1 3600 1 0 111 1 137 NT II II 3 1 III 1 6000 1 0 111 1 1143 NR II II 0 1 III 1 0 1 0 111 1 88 SL II II 2 1 iii 1 3600 1 0 III 1 59 ST 11 II 3 1 III 1 6000 1 0 HI 1 485 SR 11 II 0 1 III 1 0 1 0 III 1 34 EL 11 II 2 1 III 1 3600 1 0 111 1 194 ET 11 II 2 1 ** III 4000 1 0 111 1 62 ER 11 11 0 1 III 0 1 0 HI 1 830 WL II II 1 111 1800 1 0 III 1 263 WT II II 2 III 4000 1 0 111 i 104 WR 11 II 0 1 111 0 1 0 III 1 82 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS : EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = mil EXISTING lllll V/C lllll 0.04 lllll 0.21 11 11 EXISTING 11 11 11 + OTHER II 11 II V/C 11 II II 0.04 11 11 ' II 0.21 11 * 11 EX.+OTHER 11 11 +PROJECT 11 II V/C 11 II 0.04 11 II 0.22 11 * 1 EX.+OTHER 11 mil 1 +PROJECT II lllll i V/C-WJMP li mil lllll 0.02 lllll 0.09 II * II 0.02 11 * II II 0.09 11 11 0.02 11 * II 0.09 11 lllll 0.05 lllll 0.22 II II 0.05 11 II * II 0.22 11 ' II 0.05 11 il 0.23 ii * II II* lllll lllll 0.15 lllll 0.05 II * II 0.15 11 * II II 0.05 II il 0.15 li * II 0.06 11 il II- lllll lllll 0.23 1 0.23 1 0.24 1 0.00 lllll lllll 0.37 1 0.37 1 0.38 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 lllll lllll 0.65 1 0.65 ============== 1 0.05 mil lllll B 1 B 1 1 A mil REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & PAR 99 VOLUMES & 99 GEOMETRICS MOVEMENT lllll EXIST II PROP llll EXISTING 1 PROPOSED llll EXISTING 11 OTHER II 2005 1 PROJECT 1 HI EXISTING II 11 EXISTING 11 11 + OTHER 11 11 EX.+OTHER 11 11 +PROJECT jj II EX.+OTHER 11 11 11 +PROJECT II 11 lllll LANES 11 LANES llll CAPACITY 1 CAPACITY llll VOLUME 11 VOLUME II VOLUME 1 III V/C 11 II V/C II II V/C 11 ii V/C-W_IMP 11 II lllll II ~ llll llll ll II III ===——==:—— II ~~~ II =====^=== II === [1 II ~~~ 11 ll X—r 11 NL NT lllll 1 II lllll 3 11 0 llll 0 llll 1800 1 6000 1 0 llll 0 HH 32 11 547 11 II III 0.02 III 0.09 II II 0.02 II * II 0.09 II II 0.02 II * II 0.09 II • II 11* II NR lllll 1 li 0 llll 1800 1 0 llll 400 II II 111 0.22 II II 0.22 II II 0.24 II II 11 II SL lllll 2 11 0 llll 3600 1 0 llll 650 11 II III 0.18 II * II 0.18 11 * 11 0.19 II * II II II ST lllll 3 11 0 llll 6000 1 0 llll 592 11 11 III 0.10 II II 0.10 II II 0.10 II II II * II SR lllll 1 II 0 llll 1800 1 0 llll 341 11 11 III 0.19 II II 0.19 II II 0.19 II II II II EL lllll 2 ii 0 llll 3600 1 0 llll 126 11 il III 0.04 II * II 0.04 II * II 0.04 II II II * II ET lllll 3 II 0 llll 6000 1 0 llll 620 11 II III 0.11 II II 0.11 II II 0.11 II * II II II ER lllll 0 II 0 llll 0 1 0 llll 36 11 II III ii il II li II II II II WL lllll 2 11 0 llll 3600 1 0 llll 458 11 II III 0.13 II II 0.13 11 11 0.16 II * II II II WT lllll 3 11 0 llll 6000 1 0 llll 1260 11 il III 0.21 II * II 0.21 II * 11 0.22 II II II * II WR lllll 1 II 0 llll 1800 1 0 llll 916 II III 0.51 II II 0.51 II II 0.52 11 II II II NORTH/SOUTH CRITICAL SUMS = 1 III 0.27 1 0.27 1 0.28 1 0.00 11 ICU SPREADSHEET FILE NAME ECR&PAR 99&99 III 1 0.00 11 N = NORTHBOUND. S = SOUTHBOUND EAST/WEST CRITICAL SUMS = III 0.25 1 0.25 1 0.27 1 0.00 II E = EASTBOUND, W = WESTBOUND CLEARANCE = III 0.05 1 0.05 1 0.05 1 0.05 II L = LEFT, T = THROUGH, R N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE = RIGHT III _ 1 0.05 1 0.05 II L = LEFT, T = THROUGH, R N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE = RIGHT ICU VALUE = III 0.57 1 0.57 1 1 0.05 11 * DENOTES CRITICAL MOVEMENTS LOS = III A 1 A 1 1 A II INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR ECR & PAR 99 VOLUMES & 99 GEOMETRICS ICU SPREADSHEET FILE NAME ECR&PAR 99&99 | N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT | 111 EXIST II PROP III 1 EXISTING 1 PROPOSED llll EXISTING 1 III LANES II LANES 111 1 CAPACITY i CAPACITY llll VOLUME NL 1 II 1 1 1 1 1800 1 0 llll 72 NT li II 3 II III 1 6000 1 0 llll 523 NR 1 ,11 1 li III 1 1800 1 0 llll 434 SL 1 .11 2 11 HI 1 3600 1 0 llll 918 ST 1 III 3 li III 1 6000 i 0 llll 724 SR 1: .11 1 il III 1 1800 1 0 llll 132 EL 1 III 2 ii III 1 3600 1 0 llll 254 ET 1 III 3 II III 1 6000 1 0 llll 1417 ER 1 III 0 ii iii 1 0 1 0 llll 87 WL 1 III 2 11 III 1 3600 1 0 III 337 WT 1 III 3 II III 1 6000 1 0 IH 717 WR 1 III 1 1^ 1 1 1800 1 0 111, 424 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C 11 11 EXISTING II 11 + OTHER II 11 V/C 11 11 EX.+OTHER 11 11 11 +PROJECT 11 11 II V/C 11 1 EX.-I-OTHER 11 +PROJECT 11 1 V/C-W_IMP 11 0.04 0.09 0.24 0.26 0.12 0.07 0.07 0.25 11 II 0.04 II * II 0.09 II II 0.24 II * II 0.26 ii li 0.12 II II 0.07 II II 0.07 11 * II 0.25 II II 0.04 11 11 * 11 0.09 11 * ii li 0.26 li II * II 0.26 11 * il il 0.12 li II II 0.07 11 II II 0.07 II II * II 0.25 11 * : 0.09 0.12 0.24 II * II 0.09 II II 0.12 ii ii 0.24 II * II 0.13 11 * II II 0.13 11 II 11 0.29 II 1 1 * 0.35 1 0.35 1 0.35 1 0.00 0.34 1 0.34 1 0.38 1 0.00 0.05 1 0.05 1 0.05 1 0.05 0.74 1 0.74 1 1 0.05 C 1 c 1 1 A INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: CARLSBAD AM PEAK HOUR INTERSECTION: COLLEGE & FARADAY 1999 VOLUMES WITH EXISTING CONDITIONS lllll 11 II II il lllll II II 2005 11 II II 11 EXISTING 11 11 EX.+OTHER 11 11 EX.+OTHER II MOVEMENT lllll EXIST 11 PROP 11 11 EXISTING II PROPOSED mil EXISTING 11 OTHER 11 PROJECT |1 11 EXISTING II 11 + OTHER 11 11 +PROJECT II 11 +PROJECT II lllll LANES 11 LANES 11 11 CAPACITY II CAPACITY lllll VOLUME 11 VOLUME 11 VOLUME H 11 V/C 11 II V/C 11 II V/C 11 II V/C-W IMP 11 =—====— 11111======= 1 ======= 11 II = 11 ========= lllll ========= II ========= 11 ========= II II ========= li === II ========= II ==z II ========= II === 11 ========= 11 == NL lllll 2 II 0 II 11 3600 11 0 lllll 180 II ii II 11 0.05 11 ' II 0.05 11 * 11 0.05 11 * II 11 * NT lllll 2 1 0 11 11 4000 11 0 lllll 105 11 li II II 0.03 II II 0.03 11 II 0.03 II II II NR iilii 1 1 0 11 11 1800 II 0 iiHl 315 11 II II II 0.18 II II 0.18 11 11 0.18 11 II II SL lllll 2 1 0 11 11 3600 II 0 Hill 210 ii li II 11 0.06 11 II 0.06 11 11 0.06 11 II 11 ST lllll 3 1 0 II 11 6000 II 0 lllll 315 11 II 11 II 0.05 II * 11 0.05 11 * 11 0.05 II ' II 11 * SR lllll 1 1 0 II 11 1800 II 0 lllll 65 11 ii II II 0.04 II II 0.04 II II 0.04 II II II EL lllll 2 1 0 II 11 3600 II 0 Hill 5 II II II II 0.00 11 * II 0.00 11 * 11 0.00 11 * 11 11 * ET lllll 2 1 0 11 11 4000 II 0 mil 60 11 ii 11 II 0.02 11 II 0.02 11 II 0.02 11 II II ER lllll 1 I 0 11 II 1800 II 0 lllll 40 II II II II 0.02 II 11 0.02 II 11 0.02 11 II II WL lllll 2 '1 0 II II 3600 1! 0 lllll 48 II ii II II 0.01 11 II 0.01 II II 0.01 11 II II WT lllll 2 1 0 II 11 4000 II 0 mil 185 11 II 11 II 0.05 11 * II 0.05 11 * 11 0.05 II * II II * WR lllll 1 1 0 II 11 1800 II 0 lllll 25 11 II II II 0.01 11 II 0.01 11 II 0.01 11 11 11 ICU SPREADSHEET FILE NAME COL&FAR99&99 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.10 0.05 0.05 0.20 0.10 0.05 0.05 0.20 0.10 0.05 0.05 0.20 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL INTERSECTION CARLSBAD PM PEAK HOUR COLLEGE & FARADAY 1999 VOLUMES WITH EXISTING CONDITIONS lllll II lllll MOVEMENT 1| 11 EXIST PROP llll EXISTING PROPOSED 111 EXISTING lllll 11 II LANES LANES lllll CAPACITY CAPACITY 111 VOLUME lllll ========= II 11======= j ======= mil ========= ========= III ========= lllll NL II II 2 1 lllll 3600 0 III 65 lllll NT 11 II 2 1 lllll 4000 0 111 255 lllll NR II II 1 lllll 1800 0 111 100 lllll SL II II 2 1 lllll 3600 0 111 25 lllll ST 11 11 3 1 lllll 6000 0 111 135 lllll SR 11 II 1 lllll 1800 1 0 III 10 lllll EL 11 II 2 1 lllll 3600 1 0 III 40 lllll ET 11 11 2 1 lllll 4000 1 0 III 145 lllll ER II II 1 lllll 1800 1 0 HI 155 lllll WL 11 II 2 1 lllll 3600 1 0 111 325 lllll WT 11 11 2 1 lllll 4000 1 0 III 35 lllll WR 11 il 1 i lllll 1800 1 0 III 230 ICU SPREADSHEET FILE NAME COL&FAR 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS •• EASTAVEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = lllll II 11 EXISTING 11 11 EX.+OTHER II 1 EX.+OTHER 11 mil lllll EXISTING II 11 + OTHER 11 11 +PROJECT II 1 +PROJECT II lllll lllll V/C 11 II V/C 11 11 V/C II 1 V/C-WJMP II mil lllll ========= 11 === II ========= 11 ==: II ========= II === 1 ========= II === mil lllll 0.02 11 II 0.02 11 11 0.02 11 1 II • mil lllll 0.06 11 * II 0.06 11 * ii 0.06 ii * 1 11 lllll lllll ' 0.06 11 II 0.06 11 li 0.06 II II HH lllll 0.01 11 * II 0.01 11 * 11 0.01 11 * 1 11 nil lllll 0.02 11 II 0.02 11 11 0.02 11 I 11 * llll lllll 0.01 11 II 0.01 11 II 0.01 11 1 II llll Hill 0.01 II II 0.01 11 II 0.01 11 1 II * nil lllll 0.04 II * II 0.04 11 * II 0.04 II • 1 11 llll lllll 0.09 11 II 0.09 11 11 0.09 II 1 11 llll lllll 0.09 11 * 11 0.09 11 * II 0.09 11 * 11 llll Hill 0.01 11 II 0.01 11 II 0.01 II II * llll lllll 0.13 11 11 0.13 11 II 0.13 11 1 II HH lllll 0.07 1 0.07 1 0.07 0.00 llll lllll 0.13 1 0.13 1 0.13 0.00 nil' lllll 0.05 1 0.05 1 0.05 0.05 llll lllll ========== = == = ========== = == = ========== = == = = ========== = == llll lllll 0.25 1 0.25 1 0.25 0.05 llll lllll A 1 A 1 A A mil INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR PAR & COLLEGE 1999 VOLUMES WITH EXISTING CONDITIONS llll 11 HII II lllll II II 2005 11 II 11 II EXISTING 1 11 EX.+OTHER 11 II EX.-I-OTHER II MOVEMENT JJJJ EXIST )J PROP jJlil EXISTING )) PROPOSED IIJIJ EXISTING )J OTHER 1) PROJECT )| JI EXISTING j) IJ + OTHER J JJ +PROJECT JJ JJ +PROJECT JJ llll LANES i| LANES lllll CAPACITY 11 CAPACITY lllll VOLUME 11 VOLUME 11 VOLUME 11 II V/C II II V/C 1 II V/C 11 li V/C-WJMP 11 NL llll 2 1 0 lllll 3600 11 0 HHI 12 11 II Ij 11 0.00 11 * 11 0.00 1 ' II 0.00 11 * 'jj jj=; NT llll 2 11 0 lllll 4000 II 0 HHI 14 11 11 11 II 0.00 11 11 0.00 1 II 0.00 11 II II NR llll 1 II 0 lllll 1800 11 0 HHI 9 11 li II II 0.01 II II 0.01 1 11 0.01 11 11 II SL HH 1 II 0 lllll 1800 11 0 HHI 55 11 ii II II 0.03 II 11 0.03 1 11 0.03 II li ii ST llll 2 II ** lllll 4000 II 0 lllll 8 11 li II 11 0.04 11 * 11 0.04 1 * 11 0.04 II * II II * SR llll 0 II 0 mil 0 II 0 Hill 166 11 ii II II li 11 1 li 11 II 11 EL llll 2 II 0 mil 3600 11 0 lllll 1076 li il II II 0.30 11 * 11 0.30 1 * 11 0.30 11 * 11 II * ET llll 3 II 0 mil 6000 11 0 mil 1393 11 ii II 11 0.23 11 11 0.23 1 11 0.23 II 11 II ER llll 1 II 0 mil 1800 11 0 mil 66 11 li II II 0.04 II 11 0.04 1 11 0.04 11 ii li WL llll 2 II 0 Hill 3600 II 0 lllll 26 11 li II II 0.01 11 11 0.01 i 11 0.01 11 li li WT llll 3 11 0 mil 6000 i\ 0 mil 930 11 il II II 0.16 11 • II 0.16 1 * 11 0.16 II * il li ' WR llll 1 II 0 mil 1800 11 0 lllll 38 11 II II 11 0.02 11 11 0.02 1 11 0.02 11 II 11 ICU SPREADSHEET FILE NAME PAR&COL 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.04 0.46 0.05 0.55 0.04 0.46 0.05 0.55 0.04 0.46 0.05 0.55 0.00 0.00 0.05 0.05 REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR PAR & COLLEGE 1999 VOLUMES WITH EXISTING CONDITIONS MOVEMENT | 111 EXIST 1 PROP mil EXISTING PROPOSED HI 1 EXISTING 1 III LANES 1 LANES mil CAPACITY CAPACITY HI 1 VOLUME NL 1 111 2 1 llll 3600 0 III 1 36 NT 1 III 2 1 lllll 4000 0 III 1 1 NR 1 111 1 1 lllll 1800 0 IH i 11 SL 1 III 1 lllll 1800 0 IH 1 36 ST 1 III 2 1 ** lllll 4000 0 III i 7 SR 1 III 0 1 lllll 0 0 111 1 985 EL 1 III 2 1 lllll 3600 0 III 1 228 ET 1 111 3 1 lllll 6000 0 III 1 1211 ER 1 111 1 lllll 1800 0 HI 1 24 WL 1 111 2 1 lllll 3600 0 III 1 11 WT 1 111 3 1 lllll 6000 0 111 i 1731 WR 1 111 1 1 iliil 1800 0 HI 1 99 ICU SPREADSHEET FILE NAME PAR&COL 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = HHI EXISTING lllll V/C 11 11 EXISTING 11 II + OTHER 11 II V/C 11 11 EX.+OTHER 11 11 +PROJECT II II V/C II 11 EX.+OTHER 11 HHI 11 11 +PROJECT 11 Hill II 11 V/C-WJMP 11 mil lllll 0.01 lllll 0.00 lllll 0.01 lllll 0.02 lllll 0.25 II * II 0.01 II 11 0.00 11 II 0.01 II 11 0.02 II * II 0.25 II * 11 0.01 II 11 0.00 11 11 0.01 II 11 0.02 II * II 0.25 II * II II * Mill lllll 0.06 lllll 0.20 lllll 0.01 lllll 0.00 lllll 0.29 lllll 0.06 II * II 0.06 II II 0.20 II II 0.01 II li 0.00 II ' II 0.29 II II 0.06 II * II 0.06 11 II 0.20 11 II 0.01 II 11 0.00 II * 11 0.29 II II 0.06 11 * II II * lltll II "11 II lllll lllll 0.26 1 0.26 1 0.26 1 0.00 lllll lllll 0.35 1 0.35 1 0.35 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.66 1 0.66 1 0.66 1 0.05 mil lllll B 1 B 1 B 1 A mil '* REPRESENTS RIGHT & THROUGH/RIGHT Year 2005 Conditions INTERSECTION CAPACITY UTILI27\TION ANALYSIS PROJECT: INTERVAL: CARLSBAD AM PEAK HOUR INTERSECTION: ECR & TAMARACK 2005 VOLUMES WITH EXISTING CONDITIONS lllll II II 11 II 11 II 11 II 2005 11 II II 11 EXISTING 11 11 EX.+OTHER 11 11 EX.+OTHER 11 MOVEMENT |1||1 EXIST II PROP 11 11 EXISTING II PROPOSED II 11 EXISTING 11 OTHER 11 PROJECT 1| 11 EXISTING li 11 + OTHER 11 11 +PROJECT 11 11 +PROJECT 11 lllll LANES li LANES II 11 CAPACITY 11 CAPACITY 11 II VOLUME 11 VOLUME 11 VOLUME 1' II V/C 11 11 V/C 11 II V/C II 11 V/C-WJMP 11 lllli II ll II II [I 11 II II 1 II ========= (1 ==-ll == === = === [[ === [| === = ===== II === II ========= Ij —7 NL mil 1 II 0 II II 1800 II 0 11 11 121 II il II 11 0.07 II ' II 0.07 11 * II 0.07 11 * II II * NT mil 2 II 0 II II 4000 II 0 11 II 1032 11 11 11 II 0.26 11 11 0.26 11 II 0.26 11 II 11 NR lllll 1 II 0 11 11 1800 II 0 11 II 74 ii II 1 11 0.04 11 II 0.04 11 II 0.04 11 II II SL mil 1 11 0 II II 1800 II 0 II II 37 II II II II 0.02 II II 0.02 II II 0.02 11 11 II ST mil 2 II 0 11 11 4000 II 0 11 II 1325 11 li II 11 0.33 11 * II 0.33 11 * 11 0.33 11 * II II * SR lllll 1 II 0 II 11 1800 11 0 II II 11 11 II 1 II 0.01 ii II 0.01 11 II 0.01 II II 11 EL lllll 1 11 0 11 H 1800 II 0 II II 88 11 il 1 II 0.05 11 II 0.05 II II 0.05 II II II < ET lllll 1 II 0 11 11 2000 11 0 II II 50 11 11 II II 0.03 II ' II 0.03 11 * 11 0.03 II * II II ER lllll 1 II 0 II 11 1800 11 0 II II 327 11 II ll II 0.18 11 11 0.18 11 II 0.18 11 II II WL mil 1 11 0 11 11 1800 II 0 II II 370 11 II 1 ill 0.21 II * II 0.21 II * 11 0.21 11 * 11 II WT mil 2 II 0 II II 4000 II 0 II H 135 11 ii 1 III 0.06 11 II 0.06 11 II 0.06 11 11 II * WR mil 0 11 0 11 II 0 11 0 II II 95 11 II 1 II 11 __ II II II II II II NORTH/SOUTH CRITICAL SUMS = | III 0.40 1 0.40 1 0.40 1 0.00 ICU SPREADSHEET FILE NAME ECR&TAM 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.24 0.05 0.69 0.24 0.05 0.69 0.24 0.05 0.69 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR ECR & TAMARACK 2005 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&TAM 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = lllll 0.48 1 0.48 1 0.48 1 0.00 EAST/WEST CRITICAL SUMS = lllll 0.15 1 0.15 1 0.15 1 0.00 CLEARANCE = lllll 0.05 1 0.05 1 0.05 1 0.05 ICU VALUE = lllll 0.68 1 0.68 1 0.68 1 0.05 LOS = lllll B 1 B 1 B 1 A 1 II llll lllll 11 II II 11 1 11 EXISTING 1 11 EX.+OTHER 1 11 EX.+OTHER 11 MOVEMENT 1 11 EXIST PROP llll EXISTING PROPOSED iiill EXISTING II OTHER 11 PROJECT |1 11 EXISTING 1 11 + OTHER 1 11 -i-PROJECT 1 11 +PROJECT 11 1 ,11 LANES LANES llll CAPACITY CAPACITY Hill VOLUME II VOLUME 11 VOLUME |1 II V/C 1 II V/C 1 II V/C 1 11 V/C-W IMP 11 ========= 1 ill ======= 1 ======= nil ========= ========= mil ========= II ========= il ========= il II ========= I === II ===-1 === 11 ========= === 1 ========= == NL 1 III 1 liiil 1800 0 lllll 319 11 ii ii 11 0.18 1 * II 0.18 1 * 11 0.18 1 * II II * NT 1 III 2 lllll 4000 0 iiill 1197 11 li II 11 0.30 1 11 0.30 1 11 0.30 1 II II NR 1 III 1 lllll 1800 0 lllll 433 11 li II 11 0.24 1 II 0.24 1 11 0.24 1 II II SL 1 III 1 lllll 1800 0 Hill 228 11 ii II II 0.13 1 II 0.13 1 11 0.13 1 II II ST 1 III 2 lllll 4000 0 Hill 1214 11 ii II 11 0.30 1 * 11 0.30 1 * 11 0.30 1 * II II * SR 1 III 1 lllll 1800 0 lllll 144 il li II 11 0.08 1 II 0.08 1 11 0.08 1 II II EL 1 III 1 lllll 1800 0 Hill 21 il li II 11 0.01 1 II 0.01 1 11 0.01 1 II II * ET 1 III 1 lllll 2000 0 lllll 172 II 11 II 11 0.09 1 * 11 0.09 1 * 11 0.09 ER 1 III 1 llll 1800 0 lllll 131 11 il II II 0.07 1 11 0.07 1 11 0.07 1 11 II WL 1 III 1 llll 1800 0 lllll 113 II li II 11 0.06 1 * 11 0.06 1 ' 11 0.06 1 ' 11 II WT 1 III 2 llll 4000 0 Hill 76 11 II 11 li 0.03 1 11 0.03 1 11 0.03 1 II II • WR 1 III 0 llll 0 0 lllll 48 II II II 11 1 II 1 II 1 11 11 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS 11 11 lllll llll 11 2005 II II 11 11 EXISTING 11 11 EX.+OTHER 11 II EX.+OTHER II MOVEMENT || II EXIST PROP mil EXISTING 1 PROPOSED llll EXISTING 11 OTHER 1 PROJECT 11 11 EXISTING 11 11 + OTHER 11 li +PROJECT 11 11 +PROJECT 11 li II LANES LANES lllll CAPACITY CAPACITY Hi VOLUME 11 VOLUME 1 VOLUME II 11 V/C 11 ii V/C li II V/C 11 ii V/C-WJMP il J, II " i lllll — . 1 === === = = = |||l . II 1 II II ========= II === II ==== ===== jj === II ========= II ==r II ========= 11 =: NL II 11 1 1 0 lllll 1800 1 0 llll 208 11 II II 0.12 il * 11 0.12 11 * II 0.12 il • 11 II * NT II 11 2 1 0 lllll 4000 I 0 llll 622 II II II 0.16 11 II 0.16 11 II 0.16 11 11 II NR II II 0 0 lllll 0 i 0 llll s 11 1 II II II II II II II II II SL 1 II 0 0 lllll 0 0 Ili 12 11 1 11 II 11 11 II 11 II 11 II ST 11 II 2 1 0 lllll 4000 1 0 llll 1676 11 ii II 0.42 11 * II 0.42 11 * li 0.42 II * 11 II * SR II II FREE 1 0 lllll N.S. 1 0 llll 817 11 II II N.S. 11 II N.S. 11 II N.S. II II II EL II II 2 1 0 lllll 3600 1 0 llll 208 11 1 II 11 0.06 11 * II 0.06 11 * II 0.06 11 * II 11 ' ET r II 0 1 0 Hill 0 0 Hi 5 II 1 11 II il II II II 11 11 II ER II II 1 1 0 HHI 1800 1 0 llll 135 11 1 il II 0.08 II II 0.08 II II 0.08 11 II II WL II II 0 1 0 lllll 0 1 0 llll 65 11 1 II II II II II 11 11 II 11 WT |! II 0 1 0 lllll 0 0 III 45 11 1 11 li ii * ii li * II 11 • II II * WR II II 0 1 0 mil 0 0 HI 34 11 1 II II II II II II II 11 II ICU SPREADSHEET FILE NAME ECR&COL 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS • EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.54 0.06 0.05 0.65 0.54 0.06 0.05 0.65 0.54 0.06 0.05 0.65 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL INTERSECTION CARLSBAD PM PEAK HOUR ECR & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS 1 III 1 III III 1 li II 11 11 1 11 EXISTING 1 11 EX.+OTHER EX.+OTHER 11 MOVEMENT | III EXIST 1 PROP 111 1 EXISTING PROPOSED HI 1 EXISTING 11 OTHER 11 PROJECT i| 11 EXISTING 1 11 -I- OTHER 1 - 11 -i-PROJECT +PROJECT 11 1 III LANES 1 LANES 111 1 CAPACITY CAPACITY HI 1 VOLUME 11 VOLUME 11 VOLUME || II V/C i II V/C 1 ii V/C V/C-WJMP ii ========= 1 111======= 1 ======= 111 1 ========= ====-==-= HI 1 ========= II —=== II ===== II 11 ========= 1 === II ========= 1 ==: II ========= 1 === 1 ========= II == NL 1 III 1 1 HI 1 1800 0 HI 1 104 11 li II 11 0.06 1 11 0.06 1 II 0.06 1 ## 1 11 * NT 1 III 2 1 HI 1 4000 0 HI 1 1534 11 li II 11 0.40 1 * 11 0.40 1 * ii 0.40 1 1 II NR 1 III 0 1 111 1 0 0 111 1 73 11 li II 11 1 li 1 II II SL 1 111 0 1 iii 1 0 0 HI 1 50 li li il 11 1 * II 1 * II 1 1 II ST 1 III 2 1 ili 1 4000 0 HI 1 624 11 ii il II 0.17 1 II 0.17 1 11 #REF! 1 ## 1 II * SR 1 III FREE 1 III 1 N.S. 0 HI 1 260 11 ii II II N.S. 1 li N.S. 1 II N.S. II EL 1 111 2 1 III 1 3600 0 HI 1 15 11 ii II II 0.00 1 * 11 0.00 1 * 11 0.00 1 * 1 II * ET 1 III 0 1 III 1 0 0 HI 1 53 11 II II 11 1 li I II II ER 1 111 1 III 1 1800 0 HI i 201 ii ii il II 0.11 1 II 0.11 1 II 0.11 |] WL 1 111 0 1 III 1 0 0 HI 1 15 11 ii II III I II 1 II II WT 1 III 0 1 III 1 0 0 III 1 11 II ii 1 lii t * II t * |i 1 ' 1 II * WR 1 111 0 1 III 1 0 0 HI 1 17 ii II 1 III 1 II 1 II 11 ICU SPREADSHEET FILE NAME ECR&COL 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.40 0.00 0.05 0.45 0.40 0.00 0.05 0.45 #REF! 0.00 0.05 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & FAR 99&05 ICU SPREADSHEET FILE NAME ECR & FAR 99&05 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT H II EXIST 1 PROP mil EXISTING [ =ROPOSE[ 11 1 EXISTING II II LANES 1 LANES mil CAPACITY 1 CAPACITY 11 II VOLUME NL II II 2 1 0 lllll 3600 I 0 11 II 1160 NT II 11 3 1 0 lllll 6000 1 0 II II 1007 NR II 11 0 1 0 lllll 0 1 0 11 II 0 SL II II 2 1 0 mil 3600 1 0 II II 19 ST II II 3 1 0 lllll 6000 1 0 11 11 1600 SR II II 0 j 0 lllll 0 1 0 11 II 171 EL 11 li 2 1 0 lllll 3600 1 0 II 1 65 ET II II 2 1 ** lllll 4000 0 11 1 6 ER II II 0 1 0 lllll 0 0 11 1 400 WL II II 1 i 0 lllll 1800 0 11 1 61 WT II II 2 1 0 lllll 4000 1 0 11 1 27 WR II II 0 1 0 lllll 0 0 11 1 4 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C 0.32 0.17 11 11 EXISTING II 11 11 + OTHER 11 11 II V/C 11 11 * II 0.32 11 ' 11 II 0.17 11 11 EX.+OTHER 11 +PROJECT 11 V/C 11 0.32 II 0.17 II II EX.+OTHER il II 11 +PROJECT II 11 ii V/C-W_IMP li 0.01 0.30 II II 0.01 11 II * II 0.30 11 ' II 0.01 11 0.30 II * II It * 0.02 0.10 11 li 0.02 II 11 * 11 0.10 11 ' II 0.02 11 0.10 II II II t II * II II 0.03 0.01 II * 11 0.03 II ' II II 0.01 H 11 0.03 11 0.01 0.62 1 0.62 1 0.62 1 0.00 0.13 1 0.13 1 0.13 1 0.00 0.05 1 0.05 1 0.05 1 0.05 0.80 1 0.80 1 0.80 1 0.05 C 1 c 1 c 1 A REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL INTERSECTION CARLSBAD PM PEAK HOUR ECR & FAR 99&05 llll lllll 11 lllll II II 1 HI I 11 EXISTING 11 11 EX.+OTHER II II EX.+OTHER 11 MOVEMENT |||| EXIST 1 PROP lllll EXISTING II =ROPOSE[ lllll EXISTING 11 OTHER 11 PROJECT 1 111 EXISTING 1 11 + OTHER 11 11 +PROJECT 11 11 +PROJECT 11 llll LANES 1 LANES Hill CAPACITY II CAPACITY mil VOLUME 11 VOLUME 11 VOLUME 1 111 V/C 1 11 V/C 11 II V/C 11 11 V/C-WJMP 11 ========= llll ======= lllll ========= 1 ========= mil ========= II ========= il III ========= II ========= 11 === 11 ========= 11 === NL llll 2 1 lllll 3600 11 0 mil 316 11 li 1 ill 0.09 1 11 0.09 11 11 0.09 II II II * NT llll 3 1 lllll 6000 W 0 lllll 1481 li il 1 III 0.27 1 * II 0.27 11 * II 0.27 II * H II NR llll 0 1 lllll 0 11 0 lllll 115 11 11 1 IH 1 II II II 11 11 11 SL HH 2 1 lllll 3600 II 0 mil 5 11 li 1 III 0.00 1 • 11 0.00 II * 11 0.00 II * 11 y ST llll 3 1 iiiii 6000 II 0 mil 959 11 li 1 IH 0.17 1 H 0.17 H H 0.17 11 H 11 * SR llll 0 1 lllll 0 11 0 lllll 67 11 11 1 III 1 II II II II 11 II EL llll 2 1 lllll 3600 H 0 mil 69 11 II 1 III 0.02 1 11 0.02 11 II 0.02 II 11 II' ET llll 2 1 '* lllll 4000 11 0 mil 42 11 11 1 III 0.21 1 * 11 0.21 11 -H 0.21 11 ' H 11 ER llll 0 1 lllll 0 II 0 HH 803 11 ii 1 HI 1 W II II 11 II 11 WL llll 1 1 mil 1800 11 0 HH 0 11 il 1 HI 0.00 1 * II 0.00 11 * II 0.00 11 * W II WT llll 2 1 lllll 4000 11 0 llll 7 II ii HII 0.01 1 H 0.01 II 11 0.01 II 11 II' WR llll 0 1 lllll 0 11 0 llll 16 11 II .,. llll MM 1 H II II 11 11 H ICU SPREADSHEET FILE NAME ECR & FAR 99&05 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS ^ EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.27 1 0.27 1 0.27 0.21 1 0.21 1 0.21 0.05 1 0.05 1 0.05 0.53 1 0.53 1 0.53 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & PAR 2005 VOLUMES & 99 GEOMETRICS ii II 1 lllll llll II 1 2005 11 II II 1 MOVEMENT i| 11 EXIST 1 PROP mil EXISTING PROPOSED llll EXISTING II OTHER 1 PROJECT 11 II EXISTING 11 1 i II LANES 1 LANES lllll CAPACITY CAPACITY llll VOLUME 11 VOLUME 1 VOLUME 11 11 V/C 11 1 ========= 11 11======= 1 ======= mil ========= ========= nil ========= II ========= 1 ========= II II ========= 11 === 1 NL 11 11 1 1 0 lllll 1800 0 llll 74 11 1 II 11 0.04 11 1 NT II II 3 1 0 IHH 6000 0 llll 1106 11 1 11 11 0.18 11 * 1 NR 11 il 1 i 0 IHH 1800 0 llll 856 11 1 II II 0.48 11 1 SL 11 11 2 1 0 lllll 3600 0 llll 1128 11 1 II 11 0.31 11 * 1 ST 11 11 3 1 0 lllll 6000 0 llll 609 II 1 II II 0.10 11 1 SR 11 ii 1 i 0 lllll 1800 0 llll 350 II 1 II II 0.19 11 1 EL II 11 2 1 0 Hill 3600 0 llll 147 II 1 11 II 0.04 11 1 ET 11 11 3 1 0 lllll 6000 0 llll 510 11 1 II II 0.10 11 * 1 ER 11 II 0 1 0 lllll 0 0 llll 60 II 1 II II II 1 WL 11 II 2 1 0 lllll 3600 1 0 llll 566 11 1 11 II 0.16 11 * 1 WT 11 II 3 1 0 lllll 6000 0 llll 762 il 1 II 11 0.13 11 1 WR II II 1 i 0 lllll 1800 1 0 llll 983 11 1 II II 0.55 11 1 ICU SPREADSHEET FILE NAME ECR&PAR 99&05 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.49 0.26 0.05 0.80 EXISTING + OTHER V/C 0.04 0.18 0.48 0.31 0.10 0.19 0.04 0.10 0.16 0.13 0.55 0.49 0.26 0.05 0.80 EX.+OTHER +PROJECT V/C 0.04 0.18 0.48 0.31 0.10 0.19 0.04 0.10 0.16 0.13 0.55 0.49 0.26 0.05 0.80 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR ECR & PAR 2005 VOLUMES & 99 GEOMETRICS ii II 1 lllll III 1 11 II II II 1 11 EXISTING 11 11 EX.+OTHER 11 11 EX.+OTHER 11 MOVEMENT i| 11 EXIST 1 PROP HHI EXISTING PROPOSED 111 1 EXISTING 11 OTHER 11 PROJECT i| II EXISTING 1 11 + OTHER 11 11 +PROJECT 11 11 +PROJECT 11 II 11 LANES 1 LANES HHI CAPACITY CAPACITY 111 1 VOLUME 11 VOLUME 11 VOLUME H II V/C 1 11 V/C 11 II V/C II 11 V/C-W_IMP II ========= II 11======= 1 ======= llll ========= == = III 1 II ========= II ========= II 11 ========= 1 === II ========= II === 11 ========= 11 === II ========= II =: NL II II 1 Iiill 1800 0 III 1 102 11 11 II 11 0.06 1 II 0.06 11 II 0.06 II NT II II 3 1 lllll 6000 0 HI 1 629 11 II II II 0.10 1 * II 0.10 11 * II 0.10 11 * II II NR II II 1 1 llll. 1800 0 111 1 291 11 ii II II 0.16 1 H 0.16 H H 0.16 11 11 11 SL II II 2 1 lllll 3600 1 0 111 1064 11 II II II 0.30 1 * 11 0.30 11 * II 0.30 ii * II II ST 11 II 3 1 lllll 6000 1 0 111 661 11 II II II 0.11 1 11 0.11 li II 0.11 11 II 11 * SR 11 ii 1 lllll 1800 0 111 1 102 11 li II II 0.06 1 II 0.06 11 il 0.06 ii II II EL 11 II 2 1 iiir 3600 0 HI 1 319 11 il II 11 0.09 1 11 0.09 11 II 0.09 II II II * ET II II 3 1 llll 6000 0 111 1 901 11 ii II 11 0.18 1 * H 0.18 11 * II 0.18 11 ' II II ER II II 0 1 llll 0 0 111 1 162 11 il 11 11 1 II ii II I II II WL II II 2 iiil 3600 0 III 1 483 ii ii ii H 0.13 1 * H 0.13 \\ ' H 0.13 II * II II WT II II 3 1 lllll 6000 1 0 111 1 497 ii II II 11 0.08 1 II 0.08 11 II 0.08 11 II II * WR 11 II 1 lllll 1800 0 111 I 997 11 II H 11 0.55 1 11 0.55 11 II 0.55 11 II II ICU SPREADSHEET FILE NAME ECR&PAR 99&05 | N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.40 0.31 0.05 0.76 0.40 0.31 0.05 0.76 0.40 0.31 0.05 0.76 0.00 0.00 0.05 0.05 SO'O SO'O OO'O OO'O cJlAII /V\-0/A i03rO!dd+ a3H10+'X3 oeo SO'O 60'0 91.0 0/A io3royd+ y3HiO+'X3 OE'O 90'0 eo'o oro 0/A y3HX0 ^ 9NI1SIX3 oe'o SO'O 60-0 H-O 11 11 11 eo'o 11 11 eo^o II II eoo lllll II II 1.9 lllll 0 II 0081. . 11 11 11 90-0 11 11 90-0 11 11 90'0 lllll 11 II zzz lllll 0 II coot' II II . II wo II . II wo II . 11 PO'O Hill II II IZl lllll 0 II 0098 11 H II fO'O II II wo II II fO'O lllll 11 II 8Z IHH 0 II 0081 11 11 , II 90'0 11 . 11 90'0 II . II 90'0 lllll II II 1.61. Hill 0 II ooot' . 11 11 11 SO'O II II 30-0 II II ZO'O lllll II 11 12 . lllll 0 11 0098 11 11 II QZO II II oz o II 11 OZ'O lllll II II Z9£ lllll 0 II 0081 , 11 II II 90'0 II II SO'O II II 90'0 lllll II II IZZ lllll 0 II 0009 II 11 . 11 oro II . 11 oro II . II oro lllll 11 II 89£ lllll 0 li 0098 II 11 11 IVO II H IVO II II IVO lllll 11 II lit lllll 0 II 0081 11 II . 11 90-0 II . II 90'0 II . II 90'0 lllll II II 5ZZ lllll 0 il ooot' . 11 II 11 900 II II SO'O II II 50'0 lllll II 11 681. lllll 0 11 0098 0/A 0NIiSIX3 •• son = 3mvA noi = 30NVyV310 : si'jns ivoiiiao is3/wisv3 = swns nvoiiiao Hinos/HiyoN 3l^\imOA i03royd 9003 aiftimoA y3HiO awmoA 0NIiSIX3 SiN31M3AOtN IVOIliyO S310N3a . 30IAy3S dO 13A31 = SOT a3ZnVN9ISX0N = S'N iHoiy = y "HonoyHi = i 'idan = i aNnoaiS3AA = N\ 'aNnoaisvg = 3 QNnoaHinos = s 'aNnosHiyoN = N 66'?90 yVd'SlOO AilOVdVO assodoad AilOVdVO 0NIiSIX3 SNOUIONOO 9NIiSlX3 HIIAA S3lAim0A 9002 AVCVyVd 'S 3031100 ynoH >iv3d m avasnyvo 3WVN 31ld 133HSaV3ydS HOI lllll 0 1 I. II il y/v\ lllll 0 1 z II II l/W lllll 0 1 Z II II T/W HHI 0 1 I II II ya lllll 0 1 z II II 13 lllll 0 1 z II 11 13 lllll 0 1 I II II ys lllll 0 1 e II II IS lllll 0 1 z II 11 IS lllll 0 1 1. II II yN lllll 0 1 z II II IN lllll 0 1 z II II IN lllll S3NV1 1 S3NV1 II II lllll doyd 1 1SIX3 II 11 1N31AI3AOIM NOI103Sy3iNI nvAy3iNi ioaroyd siSAivNV Noiivzniin Aiiovdvo NOiioasyaiNi INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR COLLEGE & FARADAY 2005 VOLUMES WITH EXISTING CONDITIONS MOVEMENT EXIST LANES PROP LANES EXISTING CAPACITY PROPOSED CAPACITY EXISTING VOLUME OTHER VOLUME ======== = 11111======= 11 ======= lllll ========= II === ====== mil == ======== 11 ========= li ======= === lim ========= 11 === 1 __=______ ========= === ~ NL lllll 2 II lllll 3600 II 0 Hlli 99 II il lllll 0.03 11 11 0.03 li 1 0.03 11 1 1 ' NT lllll 2 11 lllll 4000 11 0 IHH 450 11 il lllll 0.11 11 * 11 0.11 II * 1 0.11 il * II NR iilii 1 ii Iiill 1800 11 0 lllll 105 11 ii lllll 0.06 11 11 0.06 11 1 0.06 11 II SL lllll 2 11 IHII 3600 II 0 lllll 77 II il lllll 0.02 11 * 11 0.02 11 * 1 0.02 11 ' II ST lllll 3 11 HHI 6000 II 0 lllll 231 II li lllll 0.04 11 11 0.04 11 0.04 II II * SR iilii 1 li iilii 1800 11 0 lllll 86 11 ii lllll 0.05 11 11 0.05 11 0.05 II II EL lllll 211 mil 3600 11 0 lllll 305 11 11 IIIH 0.08 11 * 11 0.08 11 * 0.08 II * II * ET lllll 211 mil 4000 11 0 IHH 194 11 ii iiill 0.05 11 11 0.05 11 0.05 11 II ER HHI 1 li M\ 1800 ii 0 lllll 122 H II lllll 0.07 II II 0.07 II 0.07 li II WL lllll 2 II lllll 3600 11 0 lllll 242 11 ii lllll 0.07 11 11 0.07 11 0.07 11 II WT lllll 2 II lllll 4000 11 0 lllll 154 ii ii HHI 0.04 II ' 11 0.04 11 * 0.04 11 * II * WR iilii 1 ii lllll 1800 II 0 lllll 336 il II lllll 0.19 11 11 0.19 11 0.19 11 II PROJECT VOLUME ICU SPREADSHEET FILE NAME COL&FAR 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS ' EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C 0.13 0.12 0.05 0.30 EXISTING - OTHER V/C 0.13 0.12 0.05 0.30 EX.+OTHER +PROJECT V/C 0.13 0.12 0.05 0.30 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR PAR & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME PAR&COL 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT jiii EXIST PROP mil EXISTING 11 PROPOSED III EXISTING llll LANES LANES mil CAPACITY 11 CAPACITY llll VOLUME NL Hli 2 0 lllll 3600 11 0 llll 192 NT Hli 2 0 lllll 4000 II 0 llll 356 NR llll 1 0 lllll 1800 11 0 HII 318 SL mil 1 0 lllll 1800 11 0 HI! 112 ST mil 2 ** lllll 4000 11 0 llll 69 SR Hill 0 0 lllll 0 11 0 HII 320 EL iiii: 2 : 0 IHH 3600 ii 0 HII 649 ET mil 3 1 0 lllll 6000 11 0 nil 812 ER mil 1 1 0 lllll 1800 11 0 nil 55 WL llll: 2 0 lllll 3600 11 0 llll 50 WT lllll 3 1 0 HHI 6000 11 0 HII 436 WR lllll 1 ! 0 lllll 1800 li 0 nil 66 OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = lllll EXISTING iilii V/C 11 11 EXISTING 11 11 + OTHER II II V/C II 11 EX.+OTHER 11 11 11 +PROJECT 11 il ii V/C ii 11 EX.+OTHER II mil 11 +PROJECT li mil II V/C-WJMP 11 mil HHI 0.05 lllll 0.09 lllll 0.18 lllll 0.06 lllll 0.10 II ' II 0.05 II II 0.09 11 ii 0.18 II li 0.06 ii * il 0.10 II * 11 0.05 II ' 11 II 0.09 11 II II 0.18 11 11 11 0.06 II H * II 0.10 11 * lllll 0.18 lllll 0.14 lllll 0.03 lllll 0.01 IIIH 0.07 lllll 0.04 11 * 11 0.18 il II 0.14 H 11 0.03 II 11 0.01 II * II 0.07 il il 0.04 II * II 0.18 11 * li ii 0.14 II 11 II 0.03 11 II 11 0.01 II II * 11 0.07 11 * II 11 0.04 11 i r ii IIIH 0.15 1 0.15 1 0.15 1 0.00 lllll lllll 0.25 1 0.25 1 0.25 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 HHI lllll 0.45 1 0.45 1 0.45 1 0.05 mil lllll A 1 A 1 A 1 A mil REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR PAR & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS OTHER VOLUME MOVEMENT || 11 EXIST 1 PROP HH EXISTING 1 PROPOSED llll EXISTING II 11 LANES i LANES HII CAPACITY CAPACITY llll VOLUME NL II II 2 1 lllll 3600 0 llll 90 NT 11 11 2 1 lllll 4000 1 0 llll 102 NR 11 il 1 i lllll 1800 0 HII 53 SL II II 1 1 llll 1800 0 llll 78 ST 11 11 2 1 ** nil 4000 0 IHI 433 SR II 11 0 1 llll 0 0 llll 417 EL JI II 2 1 111!, 3600 : 0 nil 287 ET 11 II 3 1 lllll 6000 1 0 llll 382 ER 11 ii 1 i iiiil 1800 1 0 llll 275 WL II II 2 1 lllll 3600 0 llll 410 WT II II 3 1 llll: 6000 1 0 llll 678 WR 11 il 1 1 lllll 1800 0 llll 108 ICU SPREADSHEET FILE NAME PAR&COL 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C 11 11 EXISTING 11 11 11 + OTHER 11 II 11 V/C 11 II EX.+OTHER 11 II +PROJECT 11 II V/C 11 11 EX.+OTHER 11 li +PROJECT II 11 V/C-WJMP 11 0.03 0.03 0.03 0.04 0.21 II * 11 0.03 II • II 11 0.03 11 11 11 0.03 11 11 11 0.04 11 11 * 11 0.21 11 * H 0.03 II • II 0.03 II 11 0.03 11 11 0.04 11 II 0.21 II * II II * 0.08 0.06 0.15 0.11 0.11 0.06 II * II 0.08 II * II 11 0.06 11 11 11 0.15 11 II H 0.11 11 11 * 11 0.11 11 * H 11 0.06 11 II 0.08 II * 11 0.06 11 II 0.15 11 II 0.11 11 II 0.11 11 * II 0.06 11 1 ir 0.24 1 0.24 1 0.24 1 0.00 0.19 1 0.19 1 0.19 1 0.00 0.05 0.48 1 0.05 1 0.48 1 0.05 1 0.48 1 0.05 1 0.05 A i A 1 A 1 A REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & CANNON 2005 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&CAN 05&99 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT || 11 EXIST 1 PROP Hill EXISTING PROPOSED Ili EXISTING 11 11 LANES 1 LANES HHI CAPACITY CAPACITY llll VOLUME NL II II 2 1 0 lllll 3600 0 llll 41 NT 11 II 3 1 0 lllll 6000 0 llll 906 NR 11 11 0 1 0 lllll 0 0 llll 0 SL 11 II 0 1 0 lllll 0 0 HII 0 ST 11 II 3 1 0 lllll 6000 0 IHI 2102 SR 11 ii 1 i 0 lllll 1800 0 llll 54 EL 11 II 2 1 0 lllll 3600 0 llll 162 ET 11 11 0 1 0 lllll 0 0 liil 0 ER 11 11 1 1 0 lllll 1800 1 0 llll 234 WL 11 II 0 1 0 lllll 0 1 0 llll 0 WT 11 11 0 1 0 lllll 0 1 0 llll 0 WR 11 11 0 1 0 lllll 0 1 0 llll 0 OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = Hill EXISTING lllll V/C lllll 0.01 lllli 0.15 II 11 II II II 11 II === 11 II * II II 11 H 11 EXISTING 11 + OTHER 11 V/C 11 0.01 H * 0.15 11 11 EX.+OTHER 11 +PROJECT 11 V/C ii 0.01 11 0.15 11 11 EX.+OTHER 11 llll II 11 +PROJECT II llll II 11 V/C-WJMP II llll Hill 0.35 lllll 0.03 lllll 0.05 11 II 11 * H 11 H 11 * H II II 0.35 11 * 0.03 11 0.05 11 ' 11 0.35 11 0.03 11 0.05 • " • HHI 0.13 II II 11 II 11 H II * II 0.13 11 II * II 0.13 . ii HHI 0.36 II II 11 II 1 0.36 1 0.36 1 0.00 llll lllll 0.05 1 0.05 1 0.05 1 0.00 nil lllll 0.05 lllll 0.46 1 1 0.05 0.46 1 0.05 1 0.46 1 0.05 llll 1 0.05 llll lllll A 1 A 1 A 1 A mil INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR ECR & CANNON 2005 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&CAN 05&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT | 111 EXIST 1 PROP mil EXISTING PROPOSED llll EXISTING 1 II LANES LANES lllll CAPACITY CAPACITY llll VOLUME NL 1 II 2 1 ======= mi 3600 j 0 llll 226 NT 1, 11 3 1 lllll 6000 1 0 llll 1955 NR 1 II 0 1 lllll 0 1 0 llll 0 SL 1 II 0 1 iiiii 0 1 0 HH 0 ST 1 II 3 1 lllll 6000 1 0 llll 999 SR 1 II 1 lllll 1800 1 0 illl 240 EL 1 II 2 1 lllll 3600 1 0 HII 82 ET 1 11 0 1 lllll 0 1 0 llll 0 ER 1 II 1 1 lllll 1800 1 0 HH 59 WL 1 II 0 1 lllll 0 1 0 llll 0 WT 1 II 0 1 lllll 0 1 0 llll 0 WR 1 II 0 1 lllll 0 1 0 llll 0 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS -• EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = Hill EXISTING 11 Hlli V/C 11 lllli 0.06 11 iiiii 0.33 11 * 11 EXISTING 11 11 + OTHER 11 ii V/C li II 0.06 II II 0.33 11 * II EX.+OTHER 11 11 +PROJECT II 11 V/C II II 0.06 II 11 0.33 II ' 11 EX.+OTHER 11 mil 11 +PROJECT II mil 11 V/C-WJMP 11 lllll IHH 0.17 11 lllll 0.13 11 lllll 0.02 11 * 11 0.17 11 ii 0.13 il II 0.02 11 * II 0.17 II II 0.13 II 11 0.02 II * II Ir mil HHI 0.03 11 11 0.03 11 II 0.03 II 1 1 11 * lllll 0.33 1 0.33 1 0.33 1 0.00 lllll lllll 0.02 1 0,02 1 0.02 1 0.00 lllll lllll 0.05 lllll 0.40 1 0.05 1 0.40 1 0.05 1 0.40 1 0.05 lllll 1 0.05 mil lllll A 1 A 1 A 1 A mil INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: CARLSBAD AM PEAK HOUR INTERSECTION: CANNON & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS 11 HI II llll 11 lllll 11 11 2005 11 II 11 1 EXISTING 11 11 EX.+OTHER II 11 EX.+OTHER II MOVEMENT || 111 EXIST 11 PROP llll EXISTING 11 PROPOSED lllli EXISTING 11 OTHER 11 PROJECT H II EXISTING II + OTHER 11 11 +PROJECT 11 11 +PROJECT 11 1' III LANES 11 LANES llll CAPACITY 11 CAPACITY mil VOLUME 11 VOLUME 11 VOLUME H II V/C 11 V/C 11 II V/C 11 11 V/C-WJMP II ========= ij i|j======= 11 ======= llll ========= II —= ==_ lllll == =—= II II === ==_ II II ========= II === I ========= II === II ========= II === II ========= II == NL H II 1 H 0 llll 1800 11 0 HHI 109 11 II II II 0.06 11 * 1 0.06 11 * 11 0.06 11 * II II * NT 11 ill 2 11 0 llll 4000 11 0 lllll 758 11 ii 11 II 0.19 11 0.19 11 II 0.19 11 II 11 NR 1 III 1 H 0 IHI 1800 11 0 HHI 363 11 ii II II 0.20 11 0.20 11 II 0.20 11 II II SL ll 11 1 ii 0 llll 1800 II 0 mil 53 II II II II 0.03 II 0.03 li II 0.03 II II II ST 11 11 2 11 0 llll 4000 11 0 Hill 640 II II II H 0.16 11 * 0.16 H * 11 0.16 11 * 11 11 * SR 11 lii 1 ii 0 HII 1800 11 0 IHII 516 ii il li II 0.29 11 0.29 11 11 0.29 11 II II EL 11 ill 2 H 0 llll 3600 ii 0 HHI 205 li ii 11 II 0.06 11 0.06 11 11 0.06 11 II II * ET ll 11 2 II 0 llll 4000 II 0 lllll 389 II li II H 0.10 II * 0.10 II * 11 0.10 II * II II ER II 11 1 11 0 HII 1800 11 0 lllll 48 11 ii 11 11 0.03 11 0.03 11 11 0.03 11 II II WL II II 2 11 0 nil 3600 II 0 IHH 397 11 li ii II 0.11 11 ' 0.11 11 • H 0.11 11 * II 11 WT II ii 2 II 0 llll 4000 II 0 mil 48 11 II 11 II 0.01 11 0.01 H II 0.01 11 II 11 • WR II II 1 II 0 llll 1800 II 0 mil 46 II II II II 0.03 II 0.03 II II 0.03 II II II ICU SPREADSHEET FILE NAME CAN&COL 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS ^ EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.22 0.21 0.05 0.48 0.22 0.21 0.05 0.48 0.22 0.21 0.05 0.48 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR CANNON & COLLEGE 2005 VOLUMES WITH EXISTING CONDITIONS II II 1 lllll llll II 11 il H li 11 EXISTING 11 11 EX.+OTHER 11 II EX.+OTHER 11 MOVEMENT 1| 11 EXIST PROP Hill EXISTING 1 PROPOSED llll EXISTING 11 OTHER 11 PROJECT || 11 EXISTING 11 11 + OTHER 11 11 +PROJECT 11 i +PROJECT ii 11 II LANES LANES Hill CAPACITY CAPACITY llll VOLUME 11 VOLUME 11 VOLUME || II V/C II ii V/C ii II V/C 11 li V/C-W IMP il ========= 11 11======= ======= lllll = 1 ==—==_ nil ==—= 11 ========= II ========= II II ========= II === II ========= II === II ========= II === II ========= 11 =1 NL 11 II 1 lllll 1800 0 nil 119 ii ii li 11 0.07 11 * 11 0.07 11 * 11 0.07 11 * II 11 * NT 11 11 2 lllll 4000 0 llll 815 11 ii II II 0.20 11 II 0.20 11 II 0.20 11 11 II NR 11 li 1 lllll 1800 0 nil 547 11 li II II 0.30 11 11 0.30 11 II 0.30 11 11 II SL 11 II 1 lllll 1800 0 nil 56 11 11 ii II 0.03 11 II 0.03 11 II 0.03 11 11 II ST 11 11 2 lllll 4000 0 nil 744 11 II 11 II 0.19 11 • 11 0.19 11 * II 0.19 11 * 11 II * SR 11 li 1 lllll 1800 0 llll 198 11 11 11 II 0.11 II II 0.11 11 II 0.11 II II II EL II II 2 lllli 3600 0 llll 349 II il li H 0.10 11 II 0.10 11 II 0.10 II II II * ET II II 2 lllll 4000 0 llll 839 11 ii II II 0.21 11 * II 0.21 11 * ii 0.21 ii * II II ER 11 II 1 llll. 1800 0 llll 114 li li II 11 0.06 11 II 0.06 II II 0.06 11 II II WL II II 2 lllll 3600 0 llll 363 11 ii 11 II 0.10 11 * II 0.10 11 * 11 0.10 11 ' II 11 WT II II 2 lllll 4000 0 llll 474 11 11 11 11 0.12 li II 0.12 11 li 0.12 II II II * WR II II 1 lllll 1800 0 llll 59 11 11 II 11 0.03 II II 0.03 11 11 0.03 11 II 11 ICU SPREADSHEET FILE NAME CAN&COL 99&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.26 0.31 0.05 0.62 0.26 0.31 0.05 0.62 0.26 0.31 0.05 0.62 0.00 0.00 0.05 0.05 Year 2020 Conditions INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: INTERSECTION: CARLSBAD AM PEAK HOUR ECR & TAMARACK 2020 VOLUMES WITH EXISTING CONDITIONS MOVEMENT EXIST LANES PROP LANES EXISTING CAPACITY PROPOSED CAPACITY EXISTING VOLUME OTHER VOLUME 2005 PROJECT VOLUME NL ill 1 1 II 0 lllll 1800 li 0 mil 209 11 11 lllll 0.12 11 * 11 0.12 ii * 11 0.12 11 * 11 NT HI 1 2 11 0 lllll 4000 II 0 Hill 1169 11 11 lllll 0.29 11 11 0.29 11 11 0.29 ii ii 11 NR HI 1 1 ii 0 lllli 1800 11 0 lllll 80 II 11 lllll 0.04 11 11 0.04 II 11 0.04 ii ii II SL III 1 1 11 0 lllll 1800 11 0 Hill 45 ii ii lllll 0.03 11 11 0.03 II II 0.03 li ii II ST 111 1 2 11 0 lllll 4000 11 0 lllll 1472 11 11 lllll 0.37 11 • 11 0.37 li * il 0.37 II * 11 II * SR HI 1 1 ii 0 lllll 1800 11 0 Hill 10 11 11 lllll 0.01 11 11 0.01 II 11 0.01 ii ii II EL III 1 1 li 0 lllll 1800 11 0 lllll 61 11 11 iilii 0.03 ii il 0.03 II 11 0.03 11 11 II * ET ill 1 1 11 0 lllll 2000 11 0 Hill 160 11 11 lllli 0.08 11 ' 11 0.08 11 * 11 0.08 ii * li II ER HI 1 1 II 0 lllll 1800 11 0 lllll 466 11 II lllll 0.26 11 11 0.26 11 11 0.26 11 11 11 WL 111 1 1 II 0 lllll 1800 11 0 lllll 233 11 li lllll 0.13 11 * 11 0.13 11 * 11 0.13 11 * 11 II WT HI 1 2 il 0 lllll 4000 11 0 lllll 138 II II lllll 0.04 11 11 0.04 11 11 0.04 11 II II * WR Hi 1 0 11 0 lllll 0 11 0 lllll 23 11 11 iiiii ii ii ii 0.04 11 II II ICU SPREADSHEET FILE NAME ECR&TAM 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING V/C 0.49 0.21 0.05 0.75 EXISTING yOTHER V/C 0.49 0.21 0.05 0.75 EX.+OTHER +PROJECT V/C 0.49 0.21 0.05 0.75 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR ECR & TAMARACK 2020 VOLUMES WITH EXISTING CONDITIONS 11 II 1 lllli III II II II II 11 11 EXISTING 11 11 EX.+OTHER 11 MOVEMENT || 11 EXIST 1 PROP Hli; EXISTING PROPOSED Hi EXISTING 11 OTHER 11 PROJECT || 11 EXISTING 11 11 + OTHER II 11 +PROJECT 11 ii 11 LANES 1 LANES Hli CAPACITY CAPACITY Hi VOLUME 11 VOLUME 11 VOLUME || 11 V/C 11 II V/C 11 ii V/C il ========= 11 11======= 1 ======= Hli ========= ========= III 1 ========= II ========= II ========= II II ========= II === il ========= II === ii ========= II === NL II II 1 1 Iliil 1800 1 0 ill 525 11 ii II II 0.29 11 * II 0.29 11 • 11 0.29 11 * NT 11 II 2 1 lllll 4000 1 0 HI 1212 ii II II 11 0.30 11 II 0.30 11 11 0.30 11 NR 11 11 1 i lllll 1800 1 0 HI 263 11 li II 11 0.15 ii ii 0.15 li II 0.15 II SL 11 II 1 1 Hli: 1800 1 0 111 134 11 li II 11 0.07 11 II 0.07 11 II 0.07 11 ST 11 11 2 1 illl 4000 1 0 111 1389 11 II II 11 0.35 11 * II 0.35 11 * II 0.35 11 * SR II II 1 1 llll. 1800 1 0 HI 88 II II II II 0.05 11 II 0.05 11 II 0.05 11 EL 11 II 1 i lllll 1800 1 0 IH 19 11 II II II 0.01 11 11 0.01 11 11 0.01 II ET 11 II 1 i lllll 2000 1 0 HI 212 II li 11 II 0.11 11 * II 0.11 11 * II 0.11 II * ER 11 11 1 1 lllll 1800 i 0 111 201 11 II 11 11 0.11 H 11 0.11 11 11 0.11 11 WL 11 11 1 i Hill 1800 1 0 111 117 11 li II II 0.07 11 * 11 0.07 11 • II 0.07 11 * WT 11 II 2 1 HII: 4000 0 111 1 293 11 il II 11 0.09 11 11 0.09 11 II 0.09 II WR II II 0 1 lllll 0 1 0 III 1 75 II II II II 11 II 11 II II ICU SPREADSHEET FILE NAME ECR&TAM 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS -• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.64 0.18 0.05 0.87 0.64 0.18 0.05 0.87 0.64 0.1£ 0.05 0.87 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL INTERSECTION CARLSBAD AM PEAK HOUR ECR & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&COL 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT | 11 EXIST PROP Hill EXISTING 11 PROPOSED llll EXISTING 1 11 LANES LANES HHI CAPACITY 11 CAPACITY HII VOLUME NL 1 ii 1 0 lllll 1800 11 0 llll 147 NT 1, II 2 1 0 lllll 4000 II 0 Hli 996 NR 11 II 0 1 0 lllll 0 II 0 llll 0 SL II II 0 1 0 lllll 0 11 0 llll 0 ST II II 2 1 0 lllll 4000 11 0 llll 2029 SR II II FREE 1 0 lllll N.S. i 0 nil 725 EL II 11 2 1 0 lllll 3600 11 0 HH 212 ET li II 0 1 0 lllll 0 II 0 llll 0 ER II II 1 1 0 lllll 1800 11 0 IHI 170 WL 1! 11 0 I 0 lllll 0 11 0 llll 0 WT II II 0 i 0 lllll 0 II 0 llll 0 WR 11 II 0 j 0 lllll 0 II 0 llll 0 OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = Hill EXISTING ii lllll V/C 11 11 EXISTING 11 + OTHER II V/C II 11 EX.+OTHER 11 11 11 +PROJECT 11 li 11 V/C II 11 EX.+OTHER II mil 11 +PROJECT 11 mil ii V/C-WJMP ii mil lllll 0.08 11 * lllll 0.25 II 11 0.08 II 0.25 11 * II 0.08 11 * II 11 0.25 II lllll 0.51 11 * lllll N.S. 11 lllll 0.06 11 * ii 0.51 II N.S. 11 0.06 II * 11 0.51 11 * 11 II N.S. II II * 11 0.06 11 * 1 * 111 lllll 0.09 11 II 0.09 11 11 0.09 11 ll ! lllll llll II * j 11 * 11 11 ' lllll 0.59 1 0.59 1 0.59 1 0.00 lllll lllll 0.06 1 0.06 1 0.06 1 0.00 mil lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.70 1 0.70 1 0.70 1 0.05 mil lllll B 1 B 1 B 1 A lllll INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR ECR & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS MOVEMENT || II EXIST 1 PROP Hi 1 EXISTING 1 PROPOSED 111 EXISTING H II LANES 1 LANES HI 1 CAPACITY 1 CAPACITY 111 VOLUME NL II II 1 1 III 1 1800 i 0 111 91 NT II II 2 1 III 1 4000 1 0 111 1543 NR II II 0 1 Ili 1 0 0 111 0 SL 1 II 0 1 111 1 0 0 111 1 0 ST II II 2 1 III 1 4000 1 0 HI 1 971 SR II 11 FREE 1 111 1 N.S. 1 0 111 310 EL II II 2 1 Ili 1 3600 0 111 1 585 ET 11 11 0 1 III 1 0 0 HI 1 0 ER ll li 1 i iii i 1800 0 III 1 173 WL II 11 0 1 ill 1 0 0 III 0 WT II 11 0 1 III 1 0 0 111 0 WR 1, II 0 1 HI 1 0 0 111 1 0 ICU SPREADSHEET FILE NAME ECR&COL 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE ' DENOTES CRITICAL MOVEMENTS OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 11 11 EXISTING 11 11 EX.+OTHER 11 II EX.+OTHER II EXISTING 11 11 + OTHER 11 11 +PROJECT II 11 +PROJECT II V/C 11 11 V/C II H V/C li li V/C-W_IMP 11 ========= II == : 11 ========= II === II ========= 11 === 11 == = ==== = = 11 ==5 0.05 11 11 0.05 II 11 0.05 II *W II II * 0.39 11 * 11 0.39 II ' II 0.39 II #*t 11 11 11 * 11 11 ' ll II II [j 0.24 II II 0.24 li II #REF! II \l II * N.S. II 11 N.S. 11 II N.S. li li II 0.16 H * II 0.16 II * 11 0.16 11 ' 11 11 * 0.10 \\ 11 0.10 II II 0.10 1 II 11 II * ir 11 11' 0.39 1 0.39 1 #REF! 1 0.00 0.16 1 0.16 1 0.16 ' 1 0.00 0.05 1 0.05 1 0.05 .._ _ 0.05 ========== = == = ========== = == = ========== ==== ========== - == 0.60 1 0.60 1 1 0.05 A 1 A 1 ..... A ========== = == = ========== = == = ========== ==== _ — INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & FAR 99&20 HHI II lllll li IHII 11 II lllll II 11 EXISTING II II EX.+OTHER II MOVEMENT lllli EXIST II PROP Hill EXISTING 11 ='ROPOSE[ mil EXISTING 11 OTHER 11 PROJECT mil EXISTING II 11 + OTHER 11 11 +PROJECT 11 lllll LANES II LANES mil CAPACITY 11 CAPACITY mil VOLUME 11 VOLUME II VOLUME mil V/C 11 11 V/C 11 II V/C 11 11111======= II ======= mil ========= II ========= mil ========= II ========= II ========= mil ========= II === II ========= 11 == • 1 ========= 1 == NL lllll 2 11 0 Hill 3600 11 0 HHI 851 11 ii iilii 0.24 11 II 0.24 11 II 0.24 11 NT lllll 3 11 0 lllll 6000 11 0 IHII 1473 11 11 HHI 0.26 11 ' II 0.26 11 * II 0.26 11 * NR lllll 0 11 0 mil 0 11 0 HHI 80 11 11 mil II ii li i 11 SL lllli 2 11 0 Hill 3600 11 0 mil 1012 11 li iiiii 0.28 II ' 11 0.28 11 * II 0.28 11 * ST lllll 3 11 0 mil 6000 II 0 Hill 1535 11 il Hill 0.29 II II 0.29 11 11 0.29 II SR lllll 0 II 0 mil 0 II 0 lllll 188 11 li HHI II 11 1 1 EL lllll 2 II 0 mil 3600 11 0 HHI 58 11 ii Hill 0.02 II * 11 0.02 11 * II 0.02 11 * ET lllll 2 11 ** IHH 4000 11 0 lllli 89 11 li Hill 0.11 11 li 0.11 II 11 0.11 II ER lllll 0 11 0 lllll 0 11 0 HHI 360 11 il lllli II II 11 11 II WL IHII 1 II 0 IHII 1800 II 0 HHI 86 II ii liiii 0.05 II 11 0.05 H II 0.05 II WT lllll 2 11 0 mil 4000 11 0 lllll 532 11 ii lllli 0.22 11 * II 0.22 11 * II 0.22 11 * WR lllll 0 11 0 mil 0 11 0 mil 355 ii 11 Hill II 11 II II 11 ICU SPREADSHEET FILE NAME ECR&FAR99&20 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.54 0.24 0.05 0.83 0.54 0.24 0.05 0.83 0.54 0.24 0.05 0.83 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR ECR & FAR 99&20 MOVEMENT 1 III EXIST PROP lllll EXISTING |=ROPOSE[|il 1 EXISTING 1 111 LANES LANES mil CAPACITY 1 CAPACITY 111 1 VOLUME NL 1 II 2 1 lllll 3600 1 0 HI 1 280 NT 1 11 3 lllll 6000 1 0 ill 1 1742 NR 1 111 0 lllll 0 1 0 ill 1 71 SL 1 III 2 lllll 3600 1 0 ill 1 368 ST 1 'II 3 1 lllll 6000 1 0 III 1 1381 SR 1 II 0 1 lllll 0 1 0 HI 1 89 EL 1 11 2 1 lllll 3600 0 111 1 159 ET 1 III 2 1 ** lllll 4000 1 0 HI 1 399 ER 1 111 0 1 lllll 0 1 0 ill 1 589 WL 1 III 1 lllll 1800 1 0 ill 1 0 WT 1 'il 2 lllll 4000 1 0 III 1 175 WR 1 II 0 1 lllll 0 0 HI 1 763 ICU SPREADSHEET FILE NAME ECR & FAR 99&20 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS : EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = lllll EXISTING 11 lllll V/C 11 lllll 0.08 11 lllll 0.30 II * 11 EXISTING 11 11 + OTHER 11 11 V/C 11 II 0.08 11 li 0.30 11 • 11 EX.+OTHER 11 11 +PROJECT 11 ii V/C ii 11 0.08 11 11 0.30 11 * 11 EX.+OTHER 11 +PROJECT 11 V/C-WJMP lllll 0.10 11 * lllll 0.25 II 11 0.10 II * 11 0.25 11 11 0.10 11 * 11 0.25 II 11- lllll lllll 0.04 11 * iiill 0.25 11 il 0.04 II * II 0.25 11 II 0.04 II * II 0.25 11 11* lllll lllli 0.00 11 lllll 0.23 II * 11 0.00 11 II 0.23 II ' II 0.00 11 11 0.23 II * • lllli 0.40 1 0.40 1 0.40 1 0.00 " lllll lllll 0.27 1 0.27 1 0.27 1 0.00 " ~ lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.72 1 0.72 1 0.72 1 0.05 ' lllll lllll c 1 c 1 c 1 A III REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR ECR & PAR 2020 VOLUMES & 99 GEOMETRICS 1 II lllll II 11 11 11 11 2005 11 11 1 11 EXISTING 1 11 EX.+OTHER 1 11 EX.+OTHER 11 mil MOVEMENT| 11 EXIST PROP mil EXISTING 1 PROPOSED 11 11 EXISTING 11 OTHER 11 PROJECT 1| 11 EXISTING 1 11 + OTHER 1 11 +PROJECT j 11 +PROJECT 11 HHI 1 11 LANES LANES mil CAPACITY 1 CAPACITY 11 11 VOLUME 11 VOLUME 11 VOLUME 11 II V/C 1 11 V/C 1 11 V/C 1 11 V/C-WJMP II mil NL 1 il 1 0 iiiil 1800 1 0 11 II 280 11 Ij H 0.16 1 11 0.16 1 11 0.16 1 11 ir lllll NT II II 3 0 Hill 6000 11 0 11 II 1378 11 li i 11 0.23 1 * 11 0.23 1 ' 11 0.23 1 * il 11 IHH NR 1 II 1 0 Hill 1800 11 0 11 11 705 11 11 1 11 0.39 1 11 0.39 1 11 0.39 1 11 II lllll SL 1 II 2 0 lllll 3600 11 0 11 II 780 li il 1 11 0.22 i * ii 0.22 1 * 11 0.22 1 ' 11 11 lllll ST 1 11 3 0 HHI 6000 II 0 11 il 779 11 ii 1 11 0.13 1 H 0.13 1 II 0.13 1 II ir lllll SR 1 11 1 0 mil 1800 li 0 11 II 415 11 li 1 11 0.23 1 11 0.23 1 11 0.23 1 II 11 HHI EL 1 ill 2 0 mil 3600 11 0 11 11 187 11 II 1 111 0.05 1 11 0.05 1 11 0.05 1 11 11* mil ET 1 ill 3 0 liiil 6000 II 0 11 11 689 11 il 1 111 0.12 1 * ii 0.12 1 * 11 0.12 1 * 11 11 mil ER 1 111 0 0 llll 0 11 0 11 II 7 11 il 1 111 i ii i li 1 11 H mil WL 1 III 2 0 llll: 3600 11 0 11 11 589 11 ii 1 111 0.16 1 * 11 0.16 1 * 11 0.16 r li 11 Hill WT 1 111 3 0 llll 6000 11 0 11 11 892 11 ii 1 III 0.15 1 11 0.15 1 II 0.15 1 H 11 ' HHI WR i III 1 0 llll 1800 H 0 11 11 969 11 11 1 111 0.54 1 11 0.54 1 11 0.54 1 11 II mil NORTH/SOUTH CRITICAL SUMS = i III 0.45 1 0.45 1 0.45 1 0.00 mil ICU SPREADSHEET FILE NAME ECR&PAR 99&20 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.28 0.05 0.78 0.28 0.05 0.78 0.28 0.05 0.78 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR ECR & PAR 2020 VOLUMES & 99 GEOMETRICS MOVEMENT | III EXIST 11 PROP HHI EXISTING 11 PROPOSED mil EXISTING 1 111 LANES 11 LANES HHI CAPACITY 11 CAPACITY mil VOLUME NL 1 111 1 11 llll 1800 II 0 mil 21 NT 1 111 3 II llll 6000 II 0 mil 665 NR 1 Ili 1 ii llll 1800 11 0 HHI 296 SL 1 III 2 II iliil 3600 11 0 lllll 746 ST 1 111 3 ii lllll 6000 II 0 HHI 1337 SR 1 III 1 11 lllll 1800 II 0 Hill 118 EL 1 HI 2 li llll 3600 11 0 IHH 327 ET 1 HI 3 il llll 6000 11 0 lllll 968 ER 1 HI 0 II HII 0 11 0 lllll 197 WL 1, III 2 li llll. 3600 11 0 HHI 857 WT II III 3 li lllll 6000 II 0 Hill 618 WR II III 1 li iiiil 1800 II 0 Hill 915 ICU SPREADSHEET FILE NAME ECR&PAR 99&20 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS ^ EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = mil EXISTING lllll V/C IHH 0.01 lllll 0.11 HHI 0.16 IIIH 0.21 Hill 0.22 iiill 0.07 lllll 0.09 lllll 0.19 11 II EXISTING 11 II + OTHER II II V/C II II 0.01 11 * 11 0.11 11 11 0.16 11 * II 0.21 11 11 0.22 II 11 0.07 II II 0.09 11 * II 0.19 II II EX.+OTHER II 11 +PROJECT II II V/C II II 0.01 II * II 0.11 ii ii 0.16 11 * 11 0.21 II 11 0.22 II II 0.07 II II 0.09 II * 11 0.19 11 11 EX.+OTHER 11 mil 11 II +PROJECT 11 mil il il V/C-WJMP li mil II * II II lltll 11 * II li lllll lllll 0.24 lllll 0.10 lllll 0.51 II * II 0.24 II 11 0.10 11 11 0.51 II ' 11 0.24 II 11 0.10 II 11 0.51 HHI 0.32 1 0.32 1 0.32 1 0.00 lllll lllll 0.43 1 0.43 1 0.43 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.80 1 0.80 1 0.80 1 0.05 mil lllll c 1 c 1 c 1 A Hill INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: INTERSECTION CARLSBAD AM PEAK HOUR COLLEGE & FARADAY 2020 VOLUMES WITH EXISTING CONDITIONS MOVEMENT || 11 EXIST 1 PROP lllll EXISTING / Jill PROPOSED liil EXISTING 11 11 LANES i LANES lllll CAPACITY CAPACITY llll VOLUME NL 11 11 2 1 0 lllll 3600 0 llll 254 NT II II 2 1 0 lllll 4000 0 llll 448 NR 11 II 1 1 0 lllll 1800 0 llll 390 SL li II 2 1 0 lllll 3600 0 Hi 607 ST II II 3 1 0 lllll 6000 0 111, 428 SR II 11 1 0 lllll 1800 0 HI 392 EL II 11 2 1 0 Hill 3600 0 111 148 ET \: III 2 0 lllll 4000 0 111 212 ER 1 'li 1 0 lllll 1800 0 111 100 WL ll II 2 i 0 lllll 3600 0 III; 176 WT 11 11 2 1 0 Hill 4000 0 liil 287 WR II II 1 i 0 lllli 1800 0 liil 137 ICU SPREADSHEET FILE NAME COL&FAR 20&99 1 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = (11(1 (1 (( EXISTING (( [( EX.+OTHER (( (( EX.-I-OTHER (( ((((( lllli EXISTING 11 11 + OTHER 11 11 +PROJECT II 11 +PROJECT 11 mil lllll V/C 11 11 V/C 11 11 V/C 11 11 V/C-WJMP II mil lllll 0.07 11 li 0.07 11 11 0.07 11 II ll~ lllll lllll 0.11 11 * II 0.11 11 * li 0.11 ii * il 11 lllll lllll 0.22 II 11 0.22 11 II 0.22 11 ii ii lllll lllll 0.17 II * II 0.17 11 * ii 0.17 li * 11 li lllll lllll 0.07 II II 0.07 11 II 0.07 11 li II * lllll lllll 0.22 II 11 0.22 11 11 0.22 11 II 11 lllll lllll 0.04 11 * 11 0.04 11 * 11 0.04 11 * il ii * lllll lllll 0.05 II 11 0.05 11 II 0.05 11 il ii lllll lllll 0.06 II 11 0.06 11 11 0.06 11 il li lllll lllll 0.05 II 11 0.05 II li 0.05 II ii li lllll lllll 0.07 H * II 0.07 11 * II 0.07 11 * ii li * illll lllll 0.08 II 11 0.08 11 11 0.08 11 II II lllll lllll 0.28 1 0.28 1 0.28 1 0.00 lllll lllll 0.11 1 0.11 1 0.11 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.05 mil lllll 0.44 1 0.44 1 0.44 1 0.05 mil lllll A 1 A 1 A 1 A Hill INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD PM PEAK HOUR COLLEGE & FARADAY 2020 VOLUMES WITH EXISTING CONDITIONS 1 111 j iiill III II II 11 11 1 11 EXISTING 1 li EX.+OTHER 11 11 MOVEMENT| 111 EXIST 1 PROP mil EXISTING 1 PROPOSED HI EXISTING 11 OTHER 11 PROJECT H 11 EXISTING 1 11 + OTHER 1 II +PROJECT 11 11 1 111 LANES 1 LANES mil CAPACITY 1 CAPACITY 111 VOLUME 11 VOLUME 11 VOLUME H 11 V/C 1 11 V/C i ii V/C II il NL 1 III 2 1 llll 3600 1 0 HI 123 11 II ji 11 0.03 1 11 0.03 1 II 0.03 II II NT 1 Ili 2 j lllll 4000 0 IH 1 665 11 II II 11 0.17 1 * II 0.17 1 * 11 0.17 11 ' 11 NR 1 111 1 1 lllll 1800 0 111 127 11 ii II II 0.07 1 II 0.07 1 II 0.07 11 11 SL 1 III 2 lllll 3600 0 111 1 158 11 II II 11 0.04 1 * 11 0.04 1 * II 0.04 11 * 11 ST 1 III 3 lllll 6000 0 111 428 ii il II 11 0.07 1 II 0.07 i ii 0.07 ii li SR 1 III 1 Hli 1800 0 111 I 143 11 II II 11 0.08 1 11 0.08 1 11 0.08 11 11 EL 1 III 2 llll 3600 0 111 I 288 11 il II 11 0.08 1 ' II 0.08 1 * 11 0.08 11 * II ET 1 Ili 2 llll 4000 0 111 1 200 11 ii II 11 0.05 1 11 0.05 1 11 0.05 II II ER 1 Ili 1 llll 1800 0 111 1 159 11 il 11 11 0.09 1 11 0.09 1 11 0.09 11 11 WL 1 111 2 Hli 3600 0 HI 1 249 II ii 11 11 0.07 1 II 0.07 1 11 0.07 11 II WT 1 HI 2 llll 4000 0 111 1 160 II li II 11 0.04 1 * 11 0.04 i * ii 0.04 ii * ii WR 1 HI 1 Hli 1800 0 HI 1 422 II II 11 11 0.23 1 11 0.23 1 II 0.23 11 11 ICU SPREADSHEET FILE NAME COL&FAR 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE • DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.21 0.12 0.05 0.38 0.21 0.12 0.05 0.38 0.21 0.12 0.05 0.38 EX.+OTHER +PROJECT V/C-W IMP 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD AM PEAK HOUR PAR & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS Hli II lllll 11 II II II 11 2005 11 II II ii EXISTING 11 11 EX.+OTHER 11 II EX.+OTHER II MOVEMENT HH EXIST II PROP mil EXISTING 11 PROPOSED 11 11 EXISTING 11 OTHER 11 PROJECT H 11 EXISTING 11 11 + OTHER 11 II +PROJECT 11 11 +PROJECT II llll LANES 11 LANES mil CAPACITY 11 CAPACITY 11 11 VOLUME 11 VOLUME 11 VOLUME 1| II V/C 11 11 V/C 11 II V/C 11 II V/C-WJMP II nil ======= 11 ======= lllll II === = = ==== II II II —. II II II ==== ===== II === II == ======= II = = II ==== === = = II === II ========= 11 === NL llll 2 11 0 lllll 3600 II 0 11 II 367 11 II II 11 0.10 11 * 11 0.10 11 * II 0.10 11 * II II NT IHI 2 11 0 IIIH 4000 li 0 11 H 511 II II 11 II 0.13 H II 0.13 H II 0.13 11 II II NR llll 1 II 0 IHH 1800 II 0 II 11 312 H ii il II 0.17 11 11 0.17 II II 0.17 11 II II SL llll 1 II 0 lllli 1800 11 0 11 II 149 11 li 11 II 0.08 11 II 0.08 11 II 0.08 11 II II ST llll 2 II lllll 4000 11 0 11 11 189 11 11 II 11 0.12 11 * il 0.12 ii * 11 0.12 II * II II * SR llll 0 II 0 lllll 0 11 0 11 11 307 11 II II 11 11 II II 11 II II 11 EL IHI 2 11 0 Hill 3600 II 0 11 II 759 II li 11 II 0.21 11 * 11 0.21 11 * II 0.21 11 ' II II * ET llll 3 II 0 HHI 6000 H 0 II II 1082 II ii II H 0.18 H ii 0.18 ii H 0.18 II II II ER llll 1 II 0 mil 1800 11 0 11 II 111 II II II 11 0.06 11 11 0.06 11 II 0.06 11 11 11 WL llll 2 11 0 mil 3600 H 0 II II 102 il ii il 11 0.03 11 11 0.03 II 11 0.03 11 II II WT llll 3 11 0 lllll 6000 II 0 11 II 637 ii 11 11 11 0.11 H * II 0.11 11 * 11 0.11 11 * II II • WR HII 1 II 0 lllll 1800 II 0 11 II 61 II II 1, 11 0.03 11 II 0.03 11 II 0.03 11 11 11 NORTH/SOUTH CRITICAL SUMS = 1, 11 0.22 1 0.22 1 0.22 1 0.00 ICU SPREADSHEET FILE NAME PAR&COL 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS EAST/WEST CRITICAL SUMS = CLEARANCE -• ICU VALUE = LOS = 0.32 0.05 0.59 0.32 0.05 0.59 0.00 0.05 0.05 REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR PAR & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS 1 III lllll 111 II 11 11 II li 11 EXISTING 11 II EX.+OTHER 11 11 EX.+OTHER 11 MOVEMENT | 111 EXIST PROP HHI EXISTING 1 PROPOSED Hi EXISTING 11 OTHER 11 PROJECT H II EXISTING 11 11 + OTHER 11 11 +PROJECT 11 11 +PROJECT 11 i 111 LANES LANES mil CAPACITY CAPACITY 111 VOLUME 11 VOLUME 11 VOLUME H II V/C 11 II V/C 11 1 V/C 11 V/C-W_IMP 11 ========= 1 111======= j ======= mil ========= nil ========= II ========= II ========= II II ========= II === II ========= 11 === II II II II 11 [I ========= 11 =: NL 1 III 2 mil 3600 1 0 HII 185 11 ii ii II 0.05 11 * II 0.05 11 • H 0.05 II * 11 II * NT 1 Ili 2 lllll 4000 0 Hi' 211 ii II II II 0.05 11 11 0.05 11 11 0.05 11 II II NR 1 Iii 1 mil 1800 0 ill 88 11 il II II 0.05 11 II 0.05 11 II 0.05 11 II II SL 1 III 1 1 lllll 1800 i 0 III, 63 II li II 11 0.04 II II 0.04 11 II 0.04 II 11 II ST 1 III 2 1 ** mil 4000 1 0 llll 579 11 li II II 0.26 11 * 11 0.26 11 * II 0.26 11 * II II * SR 1 III 0 mil 0 0 llll 480 11 II II 11 il 11 11 II II II II EL 1 III 2 HHI 3600 0 III 277 ii li II 11 0.08 11 * 11 0.08 11 ' II 0.08 11 • II II * ET 1 III 3 lllll 6000 0 HI 560 II li 11 11 0.09 11 11 0.09 11 II 0.09 11 II II ER 1 III 1 1 lllll 1800 0 Hli 452 II II II II 0.25 II II 0.25 II ii 0.25 ii II II WL 1 Ili 2 Hill 3600 0 llll 340 11 ii 11 II 0.09 11 II 0.09 11 II 0.09 II II II WT 1 III 3 Hill 6000 0 111 857 11 II II il 0.14 ii ' 11 0.14 11 • li 0.14 il • II II * WR 1 111 1 mil 1800 0 HI 188 11 11 11 II 0.10 11 II 0.10 li II 0.10 11 II 11 ICU SPREADSHEET FILE NAME PAR&COL 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS •• EAST/WEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.31 0.22 0.05 0.58 0.31 0.22 0.05 0.58 0.31 0.22 0.05 0.58 0.00 0.00 0.05 0.05 REPRESENTS RIGHT & THROUGH/RIGHT INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CARLSBAD AM PEAK HOUR ECR & CANNON 2020 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&CAN 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS MOVEMENT |! 11 EXIST 1 PROP mil EXISTING PROPOSED llll EXISTING il 11 LANES 1 LANES Hill CAPACITY CAPACITY llll VOLUME NL 1! H 2 1 0 illll 3600 0 llll 143 NT II II 3 1 0 HII! 6000 0 llll 1064 NR 11 11 0 1 0 lllll 0 1 0 IHI 163 SL 11 11 0 1 0 mil 0 1 0 llll 114 ST 11 11 3 1 0 lllll 6000 0 llll 1950 SR 11 II 1 1 0 lllll 1800 0 llll 388 EL 11 11 2 i 0 iiii: 3600 0 llll 187 ET II II 0 1 0 Hill 0 0 llll 339 ER 11 II 1 i 0 lllll 1800 0 illl 180 WL II II 0 1 0 mil 0 0 llll 487 WT 11 II 0 1 0 lllll 0 0 llll 818 WR 11 II 0 1 0 lllll 0 0 Hli 173 OTHER VOLUME 2005 PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS = EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = HHI EXISTING lllll V/C lllll 0.04 lllll 0.20 II * II EXISTING 11 11 + OTHER 11 ii V/C 11 11 0.04 11 * 11 0.20 11 11 EX.+OTHER 11 11 +PROJECT 11 11 V/C II II 0.04 11 * II 0.20 II 11 EX.+OTHER 11 mil 11 +PROJECT 11 mil 11 V/C-W_IMP 11 mil IHH 0.34 lllll 0.22 lllll 0.05 II * II * 11 0.34 11 * 11 0.22 11 11 0.05 11 * II 0.34 11 - II 0.22 II II 0.05 11 ' ii; IHH 0.10 11 II 0.10 II II 0.10 11 11 11 lllll lllll II * r II II* lllll lllll 0.38 1 0,38 1 0.38 1 0.00 lllll lllll 0.05 1 0.05 1 0.05 1 0.00 lllll lllll 0.05 lllll 0.48 1 0.05 1 0.48 1 0.05 1 0.48 1 0.05 mil 1 0.05 mil lllll A 1 A 1 A 1 A mil INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL, INTERSECTION: CARLSBAD PM PEAK HOUR ECR & CANNON 2020 VOLUMES WITH EXISTING CONDITIONS ICU SPREADSHEET FILE NAME ECR&CAN 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS Ul MOVEMENT ||| 11 )i 1 EXIST 11 1 LANES II PROP HI'H EXISTING PROPOSED |1|| LANES mil CAPACITY H CAPACITY |i{| EXISTING VOLUME NL 111 1 2 11 III 3600 11 0 llll 163 NT 111 1 3 11 mil 6000 11 0 llll 1566 NR III 1 0 11 lllll 0 11 0 llll 264 SL ill 1 0 11 lllll 0 11 0 llll 264 ST III i 3 ii iiiii 6000 11 0 llll 1098 SR Hi 1 1 li Hlli 1800 11 0 111, 255 EL III 1 2 11 mil 3600 11 0 111 384 ET III 1 0 11 lllll 0 11 0 HI 869 ER 111 1 1 II lllli 1800 11 0 111 123 WL 111 1 0 11 lllll 0 11 0 HI 84 WT HI 1 0 11 lllll 0 II 0 111 385 WR HI 1 0 11 liiii 0 11 0 111 166 OTHER VOLUME PROJECT VOLUME NORTH/SOUTH CRITICAL SUMS •• EASTAWEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = EXISTING II V/C II 1 EXISTING 1 + OTHER 1 V/C 11 li EX.+OTHER II 11 11 +PROJECT II ii 11 V/C II 11 EX.+OTHER 11 11 +PROJECT 11 11 V/C-WJMP 11 0.05 11 0.31 11 * 1 0.05 1 0.31 11 11 0.05 11 II * II 0.31 11 * 11 * 11 * II ll ' II 11 0.23 11 0.14 11 0.11 il * 1 0.23 1 0.14 1 0.11 II 11 0.23 11 11 11 0.14 11 II * 11 0.11 II • ii ii- 0.07 11 1 0.07 II II 0.07 11 11 11 II * * 0.31 1 0.31 1 0.31 1 0.00 0.11 1 0.11 1 0.11 1 0.00 0.05 1 0.05 1 0.05 1 0.05 0.47 1 0.47 1 0.47 1 0.05 A 1 A 1 A 1 A INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT INTERVAL: CARLSBAD AM PEAK HOUR INTERSECTION: CANNON & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS llll H 11 11 11 llll 11 II 2005 11 II 11 11 EXISTING 11 11 EX.+OTHER II 11 EX.+OTHER 11 MOVEMENT HH EXIST II PROP II 11 EXISTING 11 PROPOSED HII EXISTING li OTHER 11 PROJECT || II EXISTING 11 11 + OTHER 11 11 +PROJECT 11 II +PROJECT 11 llll LANES 11 LANES II 11 CAPACITY II CAPACITY illl VOLUME II VOLUME 11 VOLUME H 11 V/C 11 li V/C II 11 V/C 11 11 V/C-WJMP II nil = = = = = 11 = = = = 11 II 1 llll II 11 .— 11 II ===== = = = = II == II ==== === = = II === II = = = = = ==== 11 == = 1 ========= II == NL llll 1 II 0 II 11 1800 H 0 HH 109 11 ii ii 11 0.06 11 • li 0.06 11 * II 0.06 11 * II II ' NT HH 2 11 0 11 11 4000 II 0 HII 758 11 11 II 11 0.19 11 11 0.19 11 II 0.19 11 II II NR llll 1 11 0 II 11 1800 11 0 HII 363 11 ii II II 0.20 11 II 0.20 11 11 0.20 11 II 11 SL llll 1 II 0 11 11 1800 II 0 nil 53 11 II II 11 0.03 11 11 0.03 11 H 0.03 11 II 11 ST llll 2 II 0 11 11 4000 II 0 nil 640 11 II 11 II 0.16 11 * II 0.16 ii * II 0.16 11 * II 11 * SR llll 1 II 0 II 11 1800 11 0 llll 516 y li 11 11 0.29 11 11 0.29 11 11 0.29 11 II 11 EL llll 2 11 0 11 11 3600 11 0 nil 205 11 II II 11 0.06 11 11 0.06 11 11 0.06 11 II 11 « ET llll 2 II 0 II 11 4000 il 0 HII 389 ii II II 11 0.10 li * ii 0.10 ii * II 0.10 11 • 11 II ER llll 1 II 0 II 11 1800 II 0 illl 48 11 II 11 11 0.03 11 II 0.03 11 11 0.03 11 II II WL llll 2 II 0 11 11 3600 11 0 nil 640 11 II II H 0.18 11 * II 0.18 11 * 11 0.18 li * II II WT llll 2 11 0 II 11 4000 II 0 HH 814 li li II II 0,20 11 11 0.20 11 11 0.20 II II 11 * WR llll 1 11 0 II 11 1800 II 0 llll 46 11 11 II II 0.03 11 11 0.03 11 II 0.03 11 II 11 ICU SPREADSHEET FILE NAME CAN&COL 20&99 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS NORTH/SOUTH CRITICAL SUMS ^ EASTA/VEST CRITICAL SUMS = CLEARANCE = ICU VALUE = LOS = 0.22 0.28 0.05 0.55 0.22 0.28 0.05 0.55 0.22 0.28 0.05 0.55 0.00 0.00 0.05 0.05 INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION CARLSBAD PM PEAK HOUR CANNON & COLLEGE 2020 VOLUMES WITH EXISTING CONDITIONS lllll II lllll l| II II II II 1 III 11 11 EXISTING 11 11 EX.+OTHER 11 11 EX.+OTHER 11 MOVEMENT ||1|1 EXIST || PROP |11|| EXISTING I PROPOSED 11 11 EXISTING 11 OTHER 11 PROJECT | 111 EXISTING 11 11 + OTHER 11 11 +PROJECT 11 11 +PROJECT II mil LANES 11 LANES HIH CAPACITY 1 CAPACITY II 11 VOLUME 11 VOLUME 11 VOLUME | 111 V/C II 11 V/C ii li V/C ii 11 V/C-WJMP 11 NL Hill 1 11 lllli 1800 II 0 11 II 119 11 1 1 III 0.07 11 * II 0.07 II ' II 0.07 11 * 1 ========= |== NT mil 2 II lllll 4000 11 0 11 II 815 11 il 1 III 0.20 11 11 0.20 11 II 0.20 11 11 11 NR lllll 1 II lllll 1800 11 0 11 II 547 ii ii i 111 0.30 11 11 0.30 11 11 0.30 11 il II SL mil 1 11 mil 1800 11 0 II II 56 11 II 1 111 0.03 11 II 0.03 II II 0.03 11 ii 11 ST Hill 2 11 mil 4000 II 0 11 11 744 11 II 1 III 0.19 II * li 0.19 II * 11 0.19 11 * II 11 ' SR lllll 1 il mil 1800 II 0 11 11 198 li 11 1 III 0.11 11 II 0.11 II 11 0.11 II 11 li EL mil 2 11 mil 3600 11 0 11 11 349 11 il 1 III 0.10 11 11 0.10 li 11 0.10 11 II 11 * ET illll 2 11 HHI 4000 II 0 11 11 839 11 ii 1 III 0.21 II * II 0.21 ii * ii 0.21 li * II II ER mil 1 11 IHII 1800 II 0 11 II 114 11 ii 1 III 0.06 II 11 0.06 11 11 0.06 11 11 11 WL lllll 2 11 mil 3600 il 0 II II 363 II II 1 111 0.10 II * II 0.10 II * 11 0.10 11 * II II WT lllll 2 11 Hill 4000 li 0 11 11 474 11 ii 1 III 0.12 11 11 0.12 II H 0.12 11 II II • WR mil 1 11 HHI 1800 II 0 11 II 54 11 II 1 111 0.03 11 11 0.03 11 11 0.03 11 H 11 NORTH/SOUTH CRITICAL SUMS = 1 III 0.26 1 0.26 1 0.26 1 0.00 NORTH/SOUTH CRITICAL SUMS = 1 III 0.26 1 0.26 1 0.26 1 0.00 ICU SPREADSHEET FILE NAME CAN&COL 20&99 III ICU SPREADSHEET FILE NAME CAN&COL 20&99 EASTAWEST CRITICAL SUMS = 1 III 0.31 1 0.31 1 0.31 1 0.00 EASTAWEST CRITICAL SUMS = 1 III 0.31 1 0.31 1 0.31 1 0.00 N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND IM N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND CLEARANCE = 111 0.05 1 0.05 1 0.05 1 0.05 L = LEFT, T = THROUGH, R = RIGHT 111 ========== = == = ========== = == = ========== = == = ========== = = N.S. = NOT SIGNALIZED ICU VALUE = III 0.62 1 0.62 1 0.62 1 0.05 LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS III LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS LOS = 111 B 1 B 1 B 1 A