HomeMy WebLinkAboutCDP 99-49; Army and Navy Academy; Traffic Study; 1993-12-07CYPRESS AVENUE VACATION
TRAFFIC STUDY RECEIVED
Carlsbad, California JUL 1 2 2000
RECEIVED
gUN26 2000
HOUSING &REDiViLOPMefv'' DEPARTMENT
ENGINEERING
DEPARTMENT
••:Ocya^j:.::
Robert ICahn, John KainVy
& Associaies, Inc. J
Robert Kahn, John Kain
& Associates, Inc
Transportafion Planning • Traffic/Accstica. Engineering
December 7, 1993
I •J. • Vie 1 b .
SSAJ^""*^^ ^- AiA • CITY OF CARLSBAD
^oA^t ARCHITECT PLkHmUQ DEPT
J242 Halladay, Suite 204 "
Santa Ana, CA 92705
subi^ct: cypress Avenue Proposed Vacation Traffic study
Dear Mr. Cox:
Street and west of Carlsbad BoSieJaJd ^fot^^-, ^^^""^ ^^^^^^n OciSn
roadway system operations. The 2tudv ^tiJ^^^^^*= Patterns and
traffic volumes and roadway ODeratifn« +.v, "^^"^^ existing 1993
diversion of traffic which ho t^ ^' evaluates the likeiv
^ c-s?tio-^?rSS^
^po^r^t'^ToT^^^^^ bTc1i^'°yclr,l,^^/ evaluated, .as..
Future buildout traffic volumes /n,? ^!?^"^ -this pilose
again been evaluatt^iot^wlth and^fft^^^^^^ operati^a?;
of the system. Based on the traffic i? ''^-^"^^ Avenue as part
INC. believes that the proposed vacati^A/??^ "^^^ * ASSOCIATES,
beneficial to local area circulatTon. Cypress Avenue will 3=4
JL^J ^e«=ommended that the effects O-F i-y.^
the number of illegal left turns beina LHO I Proposed closure on
Vxew Drive to northbound larlSSd p ^^^tbound Mountain
approximately six months afte?^;„.^°''^^r'''^ Monitored
Physical improvements which can ho^ ^^^f*^ vacation occurs,
discourage these illegal left tumf "^^'^^^^^'^ ^° ^^^^
xmplementation if the cvni-ott * are presented for
increases the incidence^f'^h'rmanervTr' -igniffcan^??
4101 Birch Street Suite 100. Newport Beach. California 92660
(714) 474-0809 • FAX (714) 474-0902
Mr. Thomas P. Cox, AIA
THOMAS P. COX ARCHITECT
December 7, 1993
Page 2
ROBERT KAHN, JOHN KAIN AND ASSOCIATES is pleased to provide tOiis
analysis for your use. Please feel free to call us at (714) 4V4-
0809 should you have any further questions.
Sincerely,
Robert Kahn, P.E.
Principal
JN:473-93-001
BK:CW:lcgd/3716
Attachment
Carleton Waters
Associate
LIST OT!' EXBXmTB
EXHIRTT
- PAGE
A LOCATION MAP
. . 3
B STUDY AREA
CSLS ""T^ OF THROUGH LANES AND INTERSECTION '
D EXISTING 1993 TRAFFIC VOLUMES ' '
„ 16
E PROPOSED ROADWAY SYSTEM
„ X7
F DIVERTED TRAFFIC VOLUMES ONLY
1993 TRAFFIC VOLUMES WITH CYPRESS AVENUE CLOSURE' ^
H FUTURE TRAFFIC VOLUMES
FUTURE TRAFFIC VOLUMES WITH CYPRESS AVENGE ' CLOSURE' 26
TABLE OF CONTENTS
SECTION
PAGE
1. INTRODUCTION
1.1 Project Description .!!.'!.*.'.*}
1.2 study Goals and Objectives ^
1.3 Analysis Methodologies g
1.4 Findings and Recommendations* lo
2. EXISTING 1993 CONDITIONS
2.1 Existing Roadway Geometries i ?
2.2
2.3
2.4
Existing Traffic Volumes with Cypress Avenue Open . 14
Existing Traffic Volumes with Cypress Avenue Closed 15
Existing 1993 Intersection operations Analysis . 20
3. FUTURE BUILDOUT TRAFFIC CONDITIONS
3.1 Projected Buildout Traffic Voli^4s*with Cypress ' * Avenue Open jr^^^ss.
3.2 Projected Buildout Traffic Volumes'with Cyirks's ' * Avenue Closed ........
3.3 Projected Buildout IntersectioA Op^ratioAs'Analysis 25
4. FINDINGS AND CONCLUSIONS 29
APPENDTCF.q
TRAFFIC COUNT DATA . . .
* * A
EXISTING INTERSECTION OPERATIONS ANALYSIS B
FUTURE BUILDOUT INTERSECTION OPERATIONS ANALYSIS C
LIST OF TABIiES
PAGE
1 CYPRESS AVENUE CLOSURE STUDY EXISTING PEAK HOUR
INTERSECTION OPERATIONS SUMMARY 22
2 CYPRESS AVENUE CLOSURE STUDY FUTURE PEAK HOUR
INTERSECTION OPERATIONS SUMMARY 27
CYPRESS AVENUE VACATION
TRAFFIC STUDY
CARLSBAD, CALIFORNIA
1 - INTRODnnTTnM
ROBERT KMN, JOHN KAIN S ASSOCIATES, INC. to evaluate the effects
Of closing Cypress Avenue between Ocean street and west of Carlsbad
Boulevard. city of Carlsbad staff have been ^,ery helpful in
providing input regarding the desired study effort and .aXing their
TllZTT^' '^'^ in^oduotory chapter is
topici? ^""""^ """"^ °' ^•'^ following
• Existing 1993 traffic conditions, with Cypress Avenue open and
With Cypress Avenue closed.
• Future buildout traffic conditions, with Cypress Avenue open
and with Cypress Avenue closed.
• Findings and Conclusions.
This chapter of the report will provide the reader witn a
description of the project (action) under consideration, the stxidy
goals and objectives, a brief description of the study area and
analysis Tnethodologies employed, and the recommendations result^ing
from the study effort.
^ Project- Description
The project considered in this • study is the proposed vacation of
cypress Avenue between Ocean Street and just west of Carlsbad
Boulevard. The location of the proposed vacation is presented in
Exhibit A. The proposed vacation of Cypress Avenue is a part of
the overall master plan for the Army and Navy Academy. This master
plan recognizes the pedestrian oriented nature of the Academy
campus and seeks to enhance the pedestrian environment and safety
by eliminating that section of Cypress Avenue which bisects the
campus.
The intersection of Cypress Avenue and Ocean Street will be closed
Off completely as a part of this proposal, while the intersection
Of cypress Avenue and Carlsbad Boulevard would need to remain open
to the public. This access is necessary because the service
driveway to the Ebb Tide Inn is located off of Cypress Avenue,
approximately 200 feet west of Carlsbad Boulevard.
The entire length of Garfield Avenue would remain open, with a cul-
de-sac being constructed at the approximate location of the current
intersection of Cypress Avenue and Garfield Avenue.
ii2 Studv Goals and Obiectivpg
The goal of this study is to provide a complete evaluation of the
traffic impacts of the proposed closure. The objectives necessary
to achieve this goal were discussed with City of Carlsbad staff.
The primary objective is to fully assess the traffic volumes and
roadway operations for the streets which will be affected by the
proposed vacation. The study area is depicted in Exhibit B, and
includes the following local and arterial streets which have been
targeted for study and analysis:
• Carlsbaci Boulevard
• • Cypress Avenue
• Garfield Avenue
LOCATION MAP
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
EXHIBIT A
•CD-r. Robert Katin, John Kain
& Associates, Inc.
STUDY AREA
.••Hr-- I •'• 71 /( I I •."•I •Jl
jl fl I
LEGEND:
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
• = STUDY INTERSECTION
•— = 24 HOUR COUNT LOCATION
— = ARMY/NAVY ACADEMY
BOUNDARY
EXHIBIT B
Robert Kahn, John Kain
& Associates, Inc.
Beech Avenue
Mountain View Drive
The following five (5) intersections have been chosen for detailed
analysis of peak hour traffic operations and the effect ot the
proposed cypress Avenue vacation on traffic conditions in the study
area:
• Carlsbad Boulevard (NS) at Mountain View Drive (EW)
• Carlsbad Boulevard (NS) at Cypress Avenue (EW)
• Carlsbad Boulevard (NS) at Beech Avenue (EW)
• Garfield Avenue (NS) at Beech Avenue (EW)
• Ocean Street (NS) at Beech Avenue (EW)
City Of Carlsbad staff have requested that the analysis of the
traffic diversions likely to result fro. the vacation of Cypress
uZZ\ %T7^^' '^^"^ ^"'^"'"^ "^^"^^ conditions and ^Iso under buildout traffic conditions.
in addition to the primary objective of providing an analysis of
!hL. fr ^""^ *^"9es in roadway systeM operations
Which will result from the proposed Cypress Avenue vacation. City
Of Carlsbad staff also indicated a secondary concerr, related to the
occurrence of illegal left turns at the intersection of Mountein
Vxew Drive and Carlsbad Boulevard. The secondary objective of this
study effozrt was, therefore, to confirm the illegal left turn
movements during the traffic count program conducted in conjunction
with this study, and to provide some means of assessing the eftect
Of the proposed Cypress Avenue vacation on the problem. The final
Objective of this study is to provide a solution to the illegal
left turn movements should it be determined that the Cypress Avenue
closure does in fact exacerbate this situation.
1' 3 Analysis Methodologies
Analyses of traffic volumes are useful in understanding the general
nature of traffic flows in an area, but do not indicate the ability
(capacity) of the roadway network to carry the projected traffic
volumes. Taken alone, the evaluation of traffic volumes also does
not address the quality of service afforded by the roadway system
or its various components. The concept of Level of Service (LOS)
has, therefore, been developed to provide a framework for
quantifying the quality of traffic flow for a given set of
conditions.
The current technical guide to the evaluation of traffic operations
^® .1985 Highway Capacitv Manual (1985 HCM) (Transportation
Research Board Special Report 209) . The 1985 HCM defines lev6l of
service as a qualitative measure which describes operational
conditions within a traffic stream, generally in terms of such
factors as speed and travel time, freedom to maneuver, traffic
interruptions, comfort and convenience, and safety. The criteria
used to evaluate LOS (Level of Service) conditions vary based on
the type of roadway and whether the traffic flow is considered
interrupted or uninterrupted.
The generalized definitions of level of service for uninterrupted
flow (flow unrestrained by the existence of traffic control
devices) are:
• LOS A represents free flow. Individual users are virtually
unaffected by the presence of others in the traffic stream.
• LOS B is in the range of stable flow, but the presence of
other users in the traffic stream begins to t>e noticeable.
Freedom to select desired speeds is relatively unaffected, but
there is a slight decline in the freedom to maneuver.
• LOS C is in the range of stable flow, but marJcs the beginning
of the range of flow in which the operation of individual
users becomes significantly affected by intersections with
others in the traffic stream.
• LOS D represents high-density but stable flow. Speed and
freedom to maneuver are severely restricted, and the driver
experiences a generally poor level of comfort and convenience.
• LOS E represents operating conditions at or near the capacity
level. All speeds are reduced to a low, but relatively
uniform value. Small increases in flow will cause breakdowns
in traffic movement.
• LOS F is used to define forced or breakdown flow. This
condition exists wherever the amount of traffic approaching a
point exceeds the amount which can traverse th.e point. Qxaeues
form behind such locations.
The definitions of level of service for interrupted traffic flow
(flow restrained by the existence of traffic signals and other
traffic control devices) differ slightly depending on the specific
element of the roadway being considered, e.g., signalized
intersections versus unsignalized intersections.
Chapter 9 of the 1985 HCM is used to evaluate signalized
intersections, while Chapter 10 is used to analyze unsignalized
locations. Although none of the study area intersections being
analyzed are currently signalized, the intersection of Carlsbad
Boulevard at Beech Avenue will be signalized in conjunction with
the development of the Carlsbad commuter rail station located
nearby.
1985 HCM signalized intersection analysis requires the user to
provide extensive input information. Explicit data is typically
required regarding peak hour traffic volumes and the signal
phasing. Most additional inputs (for instance, heavy vehicle
percentages and pedestrian movements) have been assumed to equal
the default values as stated in the 1985 HCM. Another key
assumption is the saturation flow rate, which has been assumed to
equal 1800 vehicles per lane per hour of green time for through
traffic movements, and 1700 vehicles per lane per hour of green
time for turning movements.
The final product of signalized intersection analysis is an
estimate of the average seconds of delay per vehicle experienced at
the intersection under peak hour conditions. The LOS criteria for
signalized intersections are related to the average delay per
vehicle as follows:
• LOS A - describes operations with average delay per vehicle of
five seconds or less.
LOS B - average stopped delay between 5.1 and 15.0 seconds per
vehicle.
• LOS C — average stopped delay between 15.1 and 25.0 seconds
per vehicle.
• LOS D — average stopped delay between 25.1 and 40.0 seconds
per vehicle.
• LOS E - average stopped delay between 40.1 and 60.0 seconds
per vehicle.
• LOS F - average stopped delay greater than 60.0 seconds per
vehicle.
The 1985 HCM unsignalized intersection analysis (Chapter 10) is
much simpler than the signalized intersection analysis. The key
input data are simply the intersection peak hour turning movement
volumes and the intersection geometries. The basic concept is t:hat
the major street through traffic flows are unimpeded, and the minor
street movements (and major street turns), or controlled movements,
must utilize gaps in the major street through flows and other
conflicting movements to proceed through the intersection.
Unsignalized intersection analysis is based on calculating the
number of gaps available in the major street traffic flows and
comparing the number of gaps calculated to the minor street traffic
volume wishing to utilize the available gaps. The total number of
gaps in the major street traffic minus the minor street traffic
volumes wishing to use the gaps is called the reserve capacity.
The Level of Service (LOS) at unsignalized intersections is related
to the reserve capacity as follows:
• LOS A is characterized by a reserve capacity of greater than
or equal to 400 vehicles per hour. Little or no delay is
encountered by the controlled movements at the intersection.
• LOS B is defined as a reserve capacity of 300 to 399 vehicles
per hour. Short traffic delays are experienced on the
controlled movements at the intersection.
s m
ic
• LOS C occurs when the reserve capacity for a movement i_
the range of 200 to 299 vehicles per hour. Average traff
delays are experienced under these conditions.
• LOS D is characterized by a reserve capacity in the range of
100 to 199 vehicles per hour. Long traffic delays can be
expected under these conditions.
• LOS E occurs when the reserve capacity is between 0 and 99
vehicles per hour. Very long traffic delays can be expected
under LOS E conditions.
• LOS F conditions exist when there is no reserve capacity
remaining for the traffic movement being analyzed. Extreme
delays will be encountered, with queuing which may cause
severe congestion affecting other traffic movements in the
intersection.
in general, the City of Carlsbad considers a location to be
experiencing deficient operations at LOS E or worse during the AM
and PM peak hours of traffic during the day.
Findinq5s and Pecommendations
The following findings and recommendations are the result of this
study effort.
1. The proposed Cypress Avenue closure will have no measurable
negative impact on study area traffic operations under
existing 1993 conditions. Adequate capacity is available at
the adjacent intersections providing access - to the
neighborhood to serve the slightly higher traffic volumes with
no decrease in level of service for any traffic movement.
10
2. The proposed Cypress Avenue closure will have a positive
effect on future buildout traffic conditions, because it will
alleviate the anticipated deficiency in left turn capacity
from Cypress Avenue eastbound to Carlsbad Boulevard
northbound. Most of the diverted traffic will instead make
use of the traffic signal which is planned at the intersection
of Beech Avenue and Carlsbad Boulevard, which will have
adequate capacity to serve the slight increase in side street
traffic with no observed change in the level of service at
this location.
3. Vehicles currently perform illegal left turns from Mountain
View Drive eastbound onto Carlsbad Boulevard northbound. This
movement is not desirable as a result of limited sight
distance at this intersection. The traffic at the
intersection of Mountain View Drive and Carlsbad Boulevard
should be monitored 6 months after the closure is completeci to
determine if the closure has caused an intensification of the
illegal turns at this location.
4 . If monitoring shows an increase in illegal left turns at the
intersection of Mountain View Drive and Carlsbad Boulevard,
the median treatment should be modified by the project
proponent to further discourage the illegal turns taking place
at this location. Exhibit J in the Findings and Conclusions
chapter of this report presents a conceptual treatment
designed to accomplish this objective.
5. Cypress Avenue should remain open approximately 75 feet past
the service driveway serving the Ebb Tide Inn. This will
allow trash trucks (35 foot design vehicle) and other service
vehicles to perform all necessary turning maneuvers on Cypress
Avenue .
11
The existing conditions analysis has been conducted to provide an
assessment of the current operating characteristics of the roadway
system and to provide a baseline for evaluation of the short-term
impacts of the proposed Cypress Avenue vacation. The existing
conditions section provides information on existing roadway
geometries, daily and peak hour traffic volumes, and current peak
hour roadway operations in the study area.
2.1 Existing Roadway Geometries
The existing roadway geometries include the number of through
travel lanes on the various roadways within the study area, as well
as the type(s) of intersection control present. E^diibit C
graphically presents the roadway geometries and intersection
controls which currently exist in the study area.
Carlsbad Boulevard is the main arterial roadway which traverses the
study area. Carlsbad Boulevard is a four lane divided roadway,
with a raised median. Class II Bicycle lanes are striped and
signed on both the northbound and southbound sides of Carlsbad
Boulevard. There are no traffic control devices (e.g., STOP signs
or traffic signals) which interrupt flow on Carlsbad Boulevard.
cypress Avenue is a two lane undivided roadway which connects Ocean
Street and Carlsbad Boulevard. There are STOP signs which control
the movement of traffic from Cypress Avenue to Carlsbad Boulevard
and Ocean Street. Cypress Avenue is approximately 3 0 feet wide,
with no curb or gutter constructed along its length.
Beech Avenue is a two lane undivided roadway, with curb and gutter
constructed on both sides of the roadway between Carlsbad Boulevard
12
OF THROUGH LANES --MO^TERSECTIOrr^^
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
LEGEND:
® = TRAFFIC SIGNAL
® = 4- WAY STOP
= LEFT TURN PROHIBITION
= STOP SIGN
4 = NUMBER OF LANES
D = DIVIDED
U = UNDIVIDED
EXHIBIT
-QD-Robert Kahn, John
V & Associates. Inc,
Kain^
and Ocean Street. Beech Avenue is approximately 40 feet wide
between Ocean Street and Carlsbad Boulevard. Traffic movements
from Beech Avenue are controlled by STOP signs on both approaches
to Carlsbad Boulevard. Traffic movement along Beech Avenue at
Garfield Street and Ocean Street is currently uncontrolled by any
type of traffic control device.
Ocean Street is a two lane undivided local street and is
approximately 24 feet wide in the vicinity of Beech Avenue. There
is no curb and gutter constructed along Ocean Street, which is
controlled by STOP signs at the intersection of Ocean Street and
Beech Avenue. Parking activity was observed along the unpaved
shoulder areas between residential driveways.
Mountain View Drive is .also a two lane undivided roadway. The
width of Mountain View Drive in the vicinity of Carlsbad Boulevard
is approximately 30 feet. Mountain View Drive is controlled by a
STOP sign at its intersection with Carlsbad Boulevard. in
addition, left turns from Mountain View Drive onto northbound
Carlsbad Boulevard are prohibited. This prohibition is indicated
by a regulatory sign, and the center median at this location is
designed to physically discourage illegal left turns from Mountain
view Drive onto northbound Carlsbad Boulevard. The median is
designed to allow left turns from northbound Carlsbad Boulevard
onto Mountain View Drive westbound. City of Carlsbad staff
indicated that illegal left turns do in fact take place at this
location.
2.2 Existing Traffic Volumes with Cypress Avenue Open
Existing traffic volume data was collected for both daily
conditions and peak hour conditions at a niunber of locations
throughout the study area. A total of eight (8) 24 hour roadway
14
segment traffic volume surveys and peak hour intersection turning
movement counts were conducted as part of this study effort. The
locations where this data was collected were previously presented
in Exhibit B. The actual traffic count data is included as
Appendix "A" to this report.
Exhibit D summarizes the results of the traffic volume data
collection effort in graphical format. Carlsbad Boulevard carries
approximately 11,000 vehicles per day both north and south of
Cypress Avenue. Cypress Avenue carries 400-600 vehicles per day,
while the other local streets in the study area carry up to
approximately 1,200 vehicles per day.
The peak hour data indicates that the peak direction of travel on
Carlsbad Boulevard is southbound during the AM peak: hour of traffic
and northbound during the PM peak hour of traffic. The turning
volumes to and from the study area roadways are relatively small,
reflecting the conditions observed for the low daily traffic
volumes counted on these roadways.
The peak hour data collection effort also confirmed the occurrence
of illegal left turns from westbound Mountain View Drive to
northbound Carlsbad Boulevard. A total of 4 illegal turns were
observed, although only one of these turns occurred during- the
actual AM or PM peak hour of traffic shown in Eschibit D. Three
illegal turns were observed during the two hour AM peak period
counted, while only a single illegal turn was observed during the
corresponding two hour PM peak period.
—Existing Traffic Volumes with Cvnress Avenue Closed
The proposed roadway configuration if Cypress Avenue is closed is
depicted in Exhibit E. The north end of Garfield Street wouid be
15
EXISTING 1993 TRAFFIC VOLUMES
10.0 = VEHICLES PER DAY (1000-S)
CYPRESS AVENUE VACATION " : rsT^iM^r""""
TRAFFIC STUDY
Carlsbad, California EXHIBIT D
Robert Kahn, John Kain
& Associates, Inc. 3 J
PROPOSED ROADWAY SYSTEM
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
LEGEND:
• = STUDY INTERSECTION
= ARMY/NAVY ACADEMY
BOUNDARY
EXHIBIT E
Robert Kahn, John ICainY
k Associates, Inc. T
reconstructed as a cul-de-sac in accordance with City of Carlsbad
standards. The cul-de-sac would generally be located at the
current intersection of Cypress Avenue and Garfield Street. The
intersection of. Cypress Avenue at Ocean Street would be eliminated
entirely as a part of the proposed closure. The access provided to
the Ebb Tide Inn by the intersection of Cypress Avenue and Carlsbad
Boulevard will remain. The Ebb Tide Inn's service driveway is
located along Cypress Avenue. In order to provide trash trucks
(35' design vehicle) and other service vehicles with the
opportunity to turn around at the service driveway. Cypress Avenue
should continue to the northwest of the service driveway
approximately 75 feet or more.
The traffic volume data collected under existing conditions was
used to determine the source of traffic on the section of Cypress
Avenue which will be closed. About two-thirds of the traffic
demand is contributed by the residential areas north of Cypress
Avenue, and one-third is contributed by the residences immediately
south of Cypress Avenue along Ocean Street. The traffic volume
information and the allowed travel paths into and out of the
neighborhood were both used to reassign traffic to the nearest
neighborhood access streets. Beech Avenue and Mountain View Drive.
The left turn prohibition from eastbound Mountain View Drive to
northbound Carlsbad Boulevard was considered in the reassignment of
traffic, however, monitoring will be required to verify that the
proposed closure will not cause an intensification of the problem.
The diverted traffic volumes only are presented in Exhibit F to
illustrate how traffic patterns will be affected by the proposed
closure of Cypress Avenue. A change in daily traffic of no more
than two hundred vehicles per day are expected on any roadway other
than Cypress Avenue. The maximum peak hour increase for any single
traffic movement is less than 20 vehicles.
18
DIVERTED TRAFFIC VOLUMES ONLY
0.2 = VEHICLES PER DAY ( 1 OOO'S)
r\\irsr^w-^0s. t > a ^ > -vn> • = AM/PM INTERSECTION VOLUMES
CYPRESS AVENUE VACATION m = MEGA^VETRPS TRAFFIC STUDY
Carlsbad, California EXHIBIT F
Robert Kahn, John ICain
& Associates, Inc.
The overall 1993 traffic volumes resulting from the proposed
closure are depicted in Exhibit G. The overall effect of the
proposed closure on study area traffic patterns is expected to be
minimal.
2 • 4 Existing 1993 Intersection Operations Analysis
Intersection operations analysis has been conducted for the five
intersections chosen for detailed evaluation. The intersections
are all currently unsignalized, with minor street traffic
controlled by STOP signs. The existing traffic volumes with
Cypress Avenue open and with Cypress Avenue closed l:iave been used
to analyze existing intersection operations. The results of this
analysis are summarized in Table 1, while Appendix "B" contains the
detailed analysis worksheets. All of the operations analysis
performed as part of this study was conducted using the Highway
Capacity Software (HCS) analysis package distributed by the Federal
Highway Administration.
The results of the peak hour intersection operations analysis
indicate that the closure will have no effect on the level of
service at any intersection affected by the closure, and all
traffic movements currently (and will continue to) experience
acceptable levels of service. Most traffic movements are provided
with good to excellent levels of service (LOS A or LOS B) by the
roadway system in the study area.
20
1993 TRAFFIC VOLUMES
WITH CYPRESS AVENUE CLOSURE
/( 7' 11
-••/'
'•I I fl
11
'i
~L__
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
10.0 = VEHICLES PER DAY (1 OOO'S)
10/10 = A^f/PM INTERSECTION VOLUMES
EXHIBIT G-
-do-Robert Kahn, John Kai
& Associates, Inc.
TABLE 1
CYPRESS AVENUE CT^SimE STUDY
EXISTING PEAK HOUR INTERSECTION OPERATIONS SUMMARY
INTERSECTION
AM PEAt HOUB COHDITIQWS
CYPRESS OPEM CYPRESS CLOSED
LANE RESERVE RESERVE
APPROACH GROUP CAPACITY LOS CAPACITY LOS
PM PEAK HOUB eniilDITlONS
CYPRESS OPgM CYPRESS CLOSED
RESERVE RESERVE
CAPACITY LOS CAPACITY LOS
Carlsbad Boulevard/
Mountain View Drive Eastbound
Northbound
LR
L
812
706
A
A 816
706
A
A 851
641 A
A 842
641
A
A
Carlsbad Boulevard/
Cypress Avenue Eastbound
Northbound
LR
L
372
716
B
A _ _ -301
664
B
A
-
Carlsbad Boulevard/
Beech Avenue Eastbound
Westbound
Southbound
Northbound
LTR
LTR
L
L
484
734
812
715
A
A
A
A
374
733
812
712
B
A
A
A
235
554
593
668
C
A
A
A
207
553
593
666
C
A
A
A
Garfield Avenue/
Beech Avenue
Ocean Avenue/
Beech Avenue
Southbound
Eastbound
Northbound
Southbound
Westbound
LR
L
TR
LT
L
888
999
979
935
991
A
A
A
A
A
870
999
978
884
991
A
A
A
A
A
876
1000
966
926
995
A
A
A
A
A
853
1000
962
869
995
A
A
A
A
A
22
3. FUTURE BUILDOUT TRAFFIC CONDITIONS
City of Carlsbad staff also requested the analysis of future
buildout traffic conditions and the effects of the proposed closure
under these conditions. The traffic volumes with Cypress Avenue
open have been projected as the first step of this process,
followed by presentation of the estimated traffic volumes which are
expected if Cypress Avenue is closed. Finally, peak hour traffic
operations for both sets of projected buildout traffic volumes tiave
been analyzed to determine the net effect of the Cypress Avenue
closure on study area traffic conditions.
.3 -1 Projected Buildout Traffic Volumes with Cypress Avenue Open
The primary change in study area traffic conditions is the expected
increase in through traffic on Carlsbad Boulevard. City staff
provided buildout traffic data from the citywide traffic model for
the intersection of Carlsbad Boulevard and Grand Avenue, whicla is
the nearest location to the study area which is Included in the
model. The through traffic volume on Carlsbad Boxalevard was t-lien
carried through the study area, assuming conservation of traffic
volumes from each intersection to the next adjacent intersect±on.
No significant change in side street traffic is expected, as the
study area is essentially fully developed in the vicinity of
Cypress Avenue.
The projected future buildout traffic volumes (witli Cypress Avenue
open) resulting from this process are presented in Exhibit H. The
daily traffic volume on Carlsbad Boulevard is expected to nearly
triple, while peak hour traffic volumes on Carlsbaid Boulevard are
expected to increase 3 00%. The peak direction of travel in the AM
peak hour is expected to remain the southbound direct±on.
Similarly, the peak direction of travel in the PM peak hour is
23
FUTURE TRAFFIC VOLUMES
r
jl
I
f(
•.-.7/
.'•••"'•7'
/' 1; jl
, .-ii -L__
LEGEND:
31.0 = VEHICLES PER DAY (1 OOO'S)
CYPRESS AVENUE VACATION '''' ^ INTERSECTION VOLUMES
TRAFFIC STUDY
Carlsbad, California EXHIBIT H
{jry Robert Kahn, John Ka
& Associates, Inc.
still the northbound direction, however, the directionality is
almost equal during both peak periods of traffic during the day.
3.2 Projected Buildout Traffic Volumes with Cypress Avenue Closed
The traffic diversions presented for existing conditions are also
expected to accurately represent the diversions which will occur
under buildout traffic conditions (the diverted volumes were
previously presented in Exhibit F) . The future buildout traffic
volumes expected if Cypress Avenue is closed are presented in
Exhibit I. Again, the changes in traffic patterns in the study
area are relatively minor, reflecting the low traffic volumes
carried by Cypress Avenue.
3.3 Projected Buildout Intersection Operations Analvsis
Intersection operations analysis has been conducted for the five
intersections chosen for detailed evaluation. The intersection of
Beech Avenue and Carlsbad Boulevard is expected to be signalized in
the near future in conjunction with nearby commuter rail station
improvements. This location has, therefore, been analyzed under
future buildout traffic conditions as a signalized intersection.
The remaining locations are expected to remain unsignalized, with
minor street traffic controlled by STOP signs.
The future buildout traffic volumes with Cypress Avenue open and
with Cypress Avenue closed have been used to analyze future
buildout intersection operations. The results of this analysis are
summarized in Table 2, while Appendix "C" contains the detailed
analysis worksheets.
The results of the future buildout peak hour intersection
operations analysis indicate that the closure will have a positive
25
FUTURE TRAFFIC VOLUMES
WITH CYPRESS AVENUE CLOSURE
7' 7'
•.'•.-v.:// //
••.••:// jl
I 1__
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
16.0 = VEHICLES PER DAY (1 OOO'S)
10/tO = AM/PM INTERSECTION VOLUMES
EXHIBIT I
-{T6> (Robert Kahn, John KainY
& Associates, Inc. j
TABLE 2
CYPRESS AVENUE CLOSURE STUDY
FUTURE PEAK HOUR INTERSECTION OPERATIONS SUMMARY
AM PEAK HOUR CONDITIONS PM PEAK HOUR CONDITIONS
CYPRESS OPEN CYPRESS CLOSED CYPRESS OPEN CYPRESS CLOSED
INTERSECTION APPROACH
LANE
GROUP
(DELAY)
OR
RESERVE
CAPACITY LOS
(DEUY)
OR
RESERVE
CAPACITY LOS
(DELAY)
OR
RESERVE
CAPACITY LOS
(DELAY)
OR
RESERVE
CAPACITY LOS
Carlsbad Boulevard/
Mountain View Drive Eastbound
Northbound
LR
L
227
124
C
D 228
124
C
D
287
118
C
D
278
118
C
D
Carlsbad Boulevard/
Cypress Avenue Eastbound
Northbound
LR
L
66
145
E
D
-90
140
E
D
" -
Carlsbad Boulevard/
Beech Avenue ALL
(Signalized)
(6.0) B (6.0) B (6.0) B C6.0) B
Garfield Avenue/
Beech Avenue
Southbound
Eastbound
LR
L
888
999
A
A
870
999
A
A
876
1000
A
A
853
1000
A
A
Ocean Avenue/
Beech Avenue Northbound
Southbound
Westbound
TR
LT
L
979
935
991
A
A
A
978
884
991
A
A
A
966
926
995
A
A
A
962
869
995
A
A
A
27
effect on study area traffic operations. The intersection of
cypress Avenue at Carlsbad Boulevard is expected to experience
deficient peak hour operations if Cypress Avenue remains open.
This is primarily a result of the large through volumes on Carlsbad
Boulevard. The large through volumes on Carlsbad Boulevard will
provide insufficient gaps for the side street traiffic trying to
enter/exit Cypress Avenue from/to Carlsbad Boulevard.
The intersection of Beech Avenue and Carlsbad Boulevard is expecrted
to be most affected by the proposed closure. This location, if
signalized, will experience low average delays for most vehicles
using the intersection, and it will experience the same level of
service (LOS B) regardless of whether Cypress Avenue is open or
closed.
28
4. FINDINGS AND CONCLUSIONS
The following findings and conclusions are the result of this st:.udy
effort.
1. The proposed Cypress Avenue closure will have no measuraible
negative impact on study area traffic operations under
existing 1993 conditions. Adetjuate capacity is available at
the adjacent intersections providing access to the
neighborhood to serve the slightly higher traffic volumes with
no decrease in level of service for any traffic movement.
2. The proposed Cypress Avenue closure will have a positive
effect on future buildout traffic conditions, because it will
alleviate the anticipated deficiency in left turn capacity
from Cypress Avenue eastbound to Carlsbad Boulevard
northbound. Most of the diverted traffic will instead make
use of the traffic signal which is planned at the intersection
of Beech Avenue and Carlsbad Boulevard, which will h.ave
adequate capacity to serve the slight increase in side street
traffic with no observed change in the level of service at
this location.
3. Vehicles currently perform illegal left turns from Mountain
View Drive eastbound onto Carlsbad Boulevard northbound. The
traffic at the intersection of Mountain View Drive and
Carlsbad Boulevard / should be monitored 6 months after "the
closure is completed to determine if the closure has causeci an
intensification of the illegal turns at this location.
4. If monitoring shows an increase in illegal left turns at -the
intersection of Mountain View Drive and Carlsbad Boulevard,
the median treatment should be modified by the proj ect
29
5.
proponent to further discourage the illegal turns taking place
at this location. Exhibit J presents , a conceptual treatment
designed to accomplish this objective.
cypress Avenue should remain open approximately 75 feet past
the service driveway sers^ing the Ebb Tide Inn. This will
allow trash trucks (35 foot design vehicle) and other service
vehicles to perform all necessary turning maneuvers on Cypress
Avenue.
30
CIRCULATION RECOMMENDATIOMS
DQ
Q <C CD
in
<: o
IF MONITORING S»OVJS AN INCREASE
IN ILLEGAL TURNS DUE TO CYPRESS AVE
CLOSURE. CONSTRUCT ADDITIONAL
PHYSICAL BARRIER USING 8" DOMED
DOTS (TEXAS DOTS) AS SHOWN.
NOTE: NOT TO SCALE
CYPRESS AVENUE VACATION
TRAFFIC STUDY
Carlsbad, California
•{JD-
EIKHIBIT J
Robert Kahn, John KainV
& Associates, Inc. T
APPENDIX A
TRAFFIC COUNT DATA
TURNING MOVEMENTS by Traffic Counts, Inc
Site fode : CARLSBAD
M-S Street: CARLSBAD BLVD.
•JH Street: MOUNTAIN VIEW DRIVE
\nt : RKJK & ASSOC.
From North
i Movements by: VEHICLES
From East From South From West
PAGE: 1
FILE: H9311051
DATE: 11/16/93
Vehicle
Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total
7:00 AM 4 74 0 0 0 0 0 52 2 8 0 0 140
7:15 4 77 0 0 0 0 0 50 6 8 0 1 146
7:30 2 95 0 0 0 0 0 57 6 5 0 1 166
7:45 4 102 0 0 0 0 0 75 6 5 0 0 192
HR TOTAL 14 348 0 0 0 0 0 234 20 26 0 2 644
8:00 AM 2 91 0 0 0 0 0 59 3 3 0 0 158
8:15 2 72 0 0 0 0 0 73 4 5 0 0 156
8:30 2 86 0 0 0 0 0 52 1 6 0 0 147
8:45 1 70 0 0 0 0 0 53 3 8 0 1 136
HR TOTAL 7 319 0 0 0 0 0 237 11 22 0 1 597
4:00 PM 3 114 0 0 0 0 0 116 5 10 0 0 248
4:15 6 97 0 0 0 0 0 111 8 " 3 0 0 225
4:30 2 95 0 0 0 0 0 137 3 2 0 0 239
4:45 9 114 0 0 0 0 0 111 4 4 0 0 242
iR TOTAL 20 420 0 0 0 0 0 475 20 19 0 0 954
5:00 PH 1 106 0 0 0 0 0 154 10 3 0 0 274
5:15 1 115 0 0 0 0 0 122 8 7 0 0 253
6 87 0 0 0 0 0 125 7 5 0 0 230
Wh 0 80 0 0 0 0 0 80 4 6 0 1 171
IR TOTAL 8 388 0 0 0 0 0 481 29 21 0 1 928
lAY TOTAL 49 1475 0 0 0 0 0 1427 80 88 0 4 3123
Site Code : CARLSBAD
N-S Street: CARLSBAD BLVD.
E-U Street: MOUNTAIN VIEW DRIVE
Client : RKJK & ASSOC,
TURNING MOVEMENTS by Traffic Counts. Inc
Movements by: VEHICLES
PAGE: 1
FILE: H93110|
DATE: 11/16/93
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AN - 9:00 AM
DIRECTION
FROM
North
East
South
West
North
East
South
West
START PEAK HR VOLUMES
T.."!"^' «i9ht •Thru-i;;t-;;;;; Ri^^t'^hr^t;;;
7:15 AM
7:15 AM
7:30 AM
7:00 AM
7:30 AM
0.89 12 365 0 377
0.00 0 0 0 0
0.87 0 264 19 283 0.78 26 0 2 28
0.87
0.00
0.87
0.79
MOUNTAIN VIEW DRIVE
11
O 19
18 J
3
0
0
93
97
0
93
0
•Entire Intersection
10 360 0 370 3 97
0 0 0 0 0 0
0 264 19 283 0 93 18 D 1 19 95 0
CARLSBAD BLVD. N
W-f-E
0 O
L-
MOUNTAIN VIEW DRIVE
CARLSBAD BLVD.
Site Code : CARLSBAD
N-S~Street: CARLSBAD BLVD.
E-U Street: MOUNTAIN VIEU DRIVE
ient : RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movenients by: VEHICLES
PAGE: 1
FILE: H9311051
DATE: 11/16/93
PEAK PERIOD ANALYSIS FOR THE PERIOD : 4:00 PM - 6:00 PM
DIRECTION START PEAK HR PERCENTS
FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left
'4 North 4:30 PM 0,90 13 430 0 443 3 97 0
East 4:30 PH 0.00 0 0 0 0 0 0 0
South 4:30 PH 0,84 0 524 25 549 0 95 5
West 5:00 PH 0.79 21 0 1 22 95 0 5
Entire Intersection
North 4:30 PH 0.90 13 430 0 443 3 97 0
East 0.00 0 0 0 0 0 0 0
South 0,84 0 524 25 549 0 95 5
West 0.57 16 0 0 16 X1O0 0 0
MOUNTAIN VIEW DRIVE
0 —I
0 16
16 -J
CARLSBAD BLVD.
443
CARLSBAD BLVD.
r
N
W—|—E
S
MOUNTAIN VIEW DRIVE
Site Code : CARLSBAD
N-S Street: OCEAN STREET
E-U Street: BEECH AVE.
Client : RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
7:00 AM
7:15
7:30
7:45
HR TOTAL
8:00 AM
8:15
8:30
8:45
HR TOTAL
From North
RT THRU LT
2
3
4
0
2
5
5
2
14
From East
RT THRU LT
1
0
2
3
0
0
1
0
From South
RT THRU LT
3
0
1
0
1
2
1
1
From West
RT THRU LT
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
PAGE: 1
FILE: 893110^
DATE: 11/18/93
Vehicle
Total
7
4
10
5
26
6
14
13
9
42
Break
4:00 PM
4:15
4:30
4:45
HR TOTAL
2 1 3 0 1
5 1 0 1 3
7 3 1 0 1
3 2 1 0 0
17 7 5 1 5
2 2 "3 0 1
0 2 3 0 1
3 2 4 0 2
1 0 0 0 0
6 6 10 0 4
46 21 22 1 19
6
4
3
2
15
4
2
3
0
0
0
0
0
23 33
14
17
15
10
56
14
8
14
5
41
165
ite Code : CARLSBAD
S Street: OCEAN STREET
W Street: BEECH AVE,
: RKJK & ASSOC,
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
PAGE: 1
FILE: H9311055
DATE: 11/18/93
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM
DIRECTION START PEAK HR .. VOLUMES ..
• • • •
PERCENTS ...
FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left
North ti:00 AM 0.68 0 14 5 19 0 74 26
East 7:45 AM 0.75 4 0 8 12 33 0 67
South 8:00 AM 0.58 9 5 0 14 64 36 0
West 8:00 AM 0.00 0 0 0 0 0 0 0
Entire Intersection
North 8:00 AM 0.68 0 14 5 19 0 74 26
East 0.56 1 0 8 9 11 0 89
South 0.58 9 5 0 14 64 36 . 0
West 0.00 0 0 0 0 0 0 0
•>>}f!^<>!^•i{<f•^•>^<fi>>^•^
•^x::<•^^^:w«w;•:;;::
BEECH AVE. 9 O
11 L
7J 14 r
0 5 9
:ite Code : CARLSBAD
t-S Street: OCEAN STREET
:-U Street: BEECH AVE.
Uient : RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH
PAGE: 1
FILE: H931105|
DATE: 11/18/93
6:00 PH
DIRECTION START PEAK HR
FROM PEAK HOUR FACTOR
North 4:15 PH 0.63
East 4:45 PH 0,63
South 4:00 PM 0.75
West 4:00 PM 0.00
North 4:00 PM 0.60
East 0.69
South 0.75
West 0.00
0
VOLUMES .
Right Thru Left
PERCENTS
Total
.^^^Xv;«<->^Xv^>;^v:•;-^x•;<•x•;•^:•^:•:•^^:•:-;•;^:-;<•S^^^ :^w^^::^y:v:•:^•^'.;•^^^^:•^:•^:•x•:^l^^
:•:o««w:•:•>«X:::^::^^:^::::y:s:;:::::?^:::^:^x.^:^;:$^
BEECH AVE.
1
7J
0 17 8 25
11 0 4 15
6 15 0 21
0 0 0 0
Right Thru Left
0 68 32
73 0 27
29 71 0
0 0 0
Entire Intersection
17
24
0 17 7 24 0 71 29
5 1 5 11 45 9 45
6 15 0 21 29 71 0
0 0 0 0 0 0 0
OCEAN STREET N
W—+—E
r 11 1
5
BEECH AVE
21 r
0 15 6
iite Code : CARLSBAD
l-S Street: CARLSBAD BLVD.
!-U Street: BEECH AVE.
tUent : RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
From North
PAGE: 1
FILE: H9311053
DATE: 11/16/93
From East From South From West Vehicle
teg in RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total
7:00 AM 1 64 8 0 0 0 2 48 1 2 1 2 129
7:15 2 78 3 0 0 1 0 40 2 1 0 1 128
7:30 1 87 2 2 ' 0 0 2 62 1 1 0 2 160
7:45 2 98 2 1 0 0 1 68 1 1 0 0 174
IR TOTAL 6 327 . 15 3 0 1 5 218 5 5 1 5 591
8:00 AM 4 94 6 1 0 0 0 66 5 3 0 4 183
8:15 1 82 1 0 1 0 2 65 5 3 0 1 161
8:30 5 71 5 1 0 0 0 59 4 1 0 1 147
8:45 5 76 7 0 0 0 0 45 7 0 0 1 141
IR TOTAL 15 323 19 2 1 0 2 235 21 7 0 7 632
4:00 PH 2 112 6 1 0 0 0 101 6 6 0 3 237
4:15 0 96 3 2 0 1 0 130 1 3 0 3 239
4:30 2 102 5 2 0 0 2 121 5 0 0 5 244
4:45 1 103 4 0 2 0 2 108 4 1 0 3 228
IR TOTAL 5 413 18 5 2 1 4 460 16 10 0 14 948
5:00 PH 2 111 4 1 0 0 0 133 1 1 0 3 256
5:15 3 100 3 6 0 0 0 157 3 4 0 1 277
5:30 4 88 4 3 0 1 0 104 6 2 0 1 213
1 75 1 1 0 0 1 84 2 3 0 4 172
^PJTAL 10 374 12 11 0 1 1 478 12 10 0 9 918
AY TOTAL 36 1437 64 21 3 3 12 1391 54 32 1 35 3089
iite Code : CARLSBAD
l-S Street: CARLSBAD BLVD.
:-U Street: BEECH AVE,
;iient : RKJK & ASSOC.
DIRECTION START PEAK HR
FROM PEAK HOUR FACTOR
7:30 AM 0.91
East 7:15 AM 0.63
South 7:30 AM 0.97
Uest 7:30 AM 0.54
North 7:30 AM 0.91
East 0.63
South 0.97
West 0.54
TURNING MOVEHENTS by Traffic Counts. Inc
Movements by: VEHICLES
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH
VOLUMES
9:00 AH
11
0 15
J
Right Thru Left Total
8 361 11 380 2 95 3 4 0 1 5 80 0 20
5 261 12 278 2 94 4
8 0 7 15 53 0 47
Entire Intersection
8 361 11 380 2 95 3
4 1 0 5 80 20 0
5 261 12 278 2 94 4
8 0 7 15 53 0 47
CARLSBAD BLVD.
8 361 11
L
N
W—I—E
380 r 5 1
BEECH AVE.
278 r
12 261
CARLSBAD BLVD.
PAGE:
FILE:
DATE:
H931105j
11/16/93"
r
Is
Site Code : CARLSBAD
N-S street: GARFIELD STREET
E-W Street: BEECH AVE.
iient : RKJK & ASSOC.
TURNING HOVEHENTS by Traffic Counts, Inc
Movements by: VEHICLES
PAGE: 1
FILE: H9311054
DATE: 11/18/93
From North From East From South From West Vehicle
Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total
7:00 AM 0 0 1 1 1 0 0 0 0 0 1 0 4
7:15 0 0 1 1 1 0 0 0 0 0 0 0 3
7:30 0 0 1 0 2 0 0 0 0 0 2 1 6
7:45 0 0 1 0 3 0 0 0 0 0 2 0 6
HR TOTAL 0 0 4 2 7 0 0 0 0 0 5 1 19
8:00 AM 0 0 1 2 1 0 0 0 0 0 2 0 6 8:15 0 0 0 1 4 0 0 0 0 0 2 1 8
8:30 0 0 1 2 3 0 0 0 0 0 4 0 10
8:45 0 0 1 7 1 0 0 0 0 0 4 0 13
HR TOTAL 0 0 3 12 9 0 0 0 0 0 12 1 37
4:00 PM 0 0 1 1 3 0 0 0 0 0 0 2 7
4:15 0 0 1 1 4 0 0 0 0 . 0 4 0 10
4:30 0 0 1 1 1 0 0 0 0 0 4 0 7
4:45 0 0 2 1 2 0 0 0 0 0 2 0 7
HR TOTAL 0 0 5 4 10 0 0 0 0 0 10 2 31
5:00 PM 0 0 3 1 4 0 0 0 0 0 6 0 14
5:15 0 0 1 4 3 0 0 0 0 0 2 0 10
5:30 0 0 2 1 6 0 0 0 0 0 3 0 12
0 0 2 1 4 0 0 0 0 0 4 0 11
^POTAL 0 0 8 7 17 0 0 0 0 0 15 0 47
)AY TOTAL 0 0 20 25 43 0 0 0 0 0 42 4 134
ite Code :
-S Street:
-U Street:
Iient :
CARLSBAD
GARFIELD STREET
BEECH AVE.
RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
PAGE:
FILE:
DATE:
H9311054„ £
11/18/93
OIREaiON START PEAK HR
FROM PEAK HOUR FACTOR
7:00 AM 1.00
East 8:00 AM 0.66
South 8:00 AM 0.00
West 8:00 AM 0.81
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH - 9:00 AM
VOLUMES
North
East
South
West
8:00 AM 0.75
0.66
0.00
0.81
BEECH AVE.
11
12 13
7J
0
12
0
0
0
9
0
12
4
0
0
1
Entire Intersection
0
12
0
0
0
9
0
12
3
0
0
1
Total
4 0 0 XI00
21 57 43 0
0 0 0 0
13 0 92 8
3 0 0 X100
21 57 43 0
0 0 0 0
13 0 92 8
GARFIELD STREET
0 0
L
GARFIELD STREET
r
r
0 0 0
- N
W—I—E
12
21 9
BEECH AVE
li
r
ite Code : CARLSBAD
-S Street: GARFIELD STREET
-U Street: BEECH AVE.
^pt : RKJK & ASSOC.
TURNING HOVEHENTS by Traffic Counts, Inc
Movements by: VEHICLES
PAGE: 1
FILE: H9311054
DATE: 11/18/93
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM
DIRECTION START PEAK HR
FROM PEAK HOUR FACTOR
North 4:45 PM 0.67
East 5:00 PH 0.86
South 5:00 PH 0.00
West 4:15 PH 0.67
North 5:00 PH 0.67
East 0.86
South 0.00
West 0.63
0
VOLUMES
Right Thru Left Total
PERCENTS ...
Right Thru Left
11
15 15
7J
0 0 8 8 0 0 XI00
7 17 0 24 29 71 0
0 0 0 0 0 0 0
0 16 0 16 0 XI00 0
re Intersection
0 0 8 8 0 0 XI00
7 17 0 24 29 71 0
0 0 0 0 0 0 0
0 15 0 15 0 XI00 0
GARFIELD STREET
24 17
L-
BEECH AVE
r °
ite Code : CARLSBAD
-S Street: CARLSBAD BLVD.
-W Street: CYPRESS AVE.
I ient : RKJK & ASSOC.
TURNING HOVEHENTS by Traffic Counts, Inc
Movements by: VEHICLES
PAGE: 1
FILE: H931105;
DATE: 11/16/93
From North
RT THRU LT
From East From South From Uest RT THRU LT RT THRU LT RT THRU LT
0 0 0 0 43 3 3 0 6 130
0 0 0 0 53 3 3 0 4 136
0 0 0 0 61 1 0 0 1 172
0 0 0 0 72 1 2 0 3 183
0 0 0 0 229 8 8 0 14 621
r
I
74 0
7:15 1 72 0
7:30 3 106 0
7:45 2 103 0
» TOTAL 7 355 (
3:00 AM 0 94 0 0 0 0
3:15 2 69 0 0 0 0
J:30 5 86 0 0 0 0
3:45 5 88 0 0 0 0
t TOTAL 12 337 0 0 0 0
' 0 PM
0 68 0
0 60 1
0 60 1
0 49 3
0 237 1
Break
-fAL
4 122 0 0 0 0 0 117
4 96 0 0 0 0 0 127
1 109 0 0 0 0 0 126 3 110 0 0 0 0 0 104
12 437 0 0 0 0 0 474
1 117 0 0 0 0 0 131
1 100 0 0 0 ' 0 0 156
0 97 0 0 0 0 0 103
0 95 0 0 0 0 0 101
2 409 0 0 0 0 0 491
33 1538 0 0 0 0 0 1431
2
3
4
2
11
29
1 0 2 165
0 0 8 140
2 0 3 157
4 0 3 152
7 0 16 614
0 0 3 248
.3 0 1 234
2 0 3 241
6 0 3 226
11 0 10 949
2 0 5 258
3 0 2 265
0 0 4 208
0 0 1 199
5 0 12 930
31 0 52 3114
F
1^
L
L
Site Code : CARLSBAD
l-S Street: CARLSBAD BLVD.
;-U Street: CYPRESS AVE.
:lient : RKJK t ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM
DIRECTION
FROM
START
PEAK HOUR
PEAK HR
FACTOR
VOLUMES
Right Thru Left Total
PERCENTS ...
Right Thru Left
North
East
South
Uest
North
East
South
Uest
4:00 PM
4:00 PM
4:30 PM
4:30 PM
4:30 PM
13
0.89 12 437 0 449
0.00 0 0 0 0
0.82 0 517 5 522
0.72 13 0 13 26
1
0 26
Entire Intersection
0.94 6 436 0 442
0.00 0 0 0 0
0.82 0 517 5 522
0.72 13 0 13 26
3 97 0
0 0 0
0 99 1
50 6 50
1 99 0
0 0 0
0 99 1
50 0 50
CARLSBAD BLVD.
6 436 0
L
':'•<:'•^<<<<<<•y
442 r
522 r
5 517
CARLSBAD BLVD.
N
W—|-E
S
0 o
L-
CYPRESS AVE
PAGE: 1
FILE: H9311052
DATE: 11/16/93
iite Code : CARLSBAD
l-S Street: OCEAN STREET
-U Street: CYPRESS AVE.
Iient : RKJK & ASSOC.
ime
egin
7:00 AH
7:15
7:30
7:45
? TOTAL
i:00 AM
3:15
3:30
3:45
I TOTAL
From North
RT THRU LT
TURNING HOVEHENTS by Traffic Counts, Inc
Movements by: VEHICLES
From East
RT THRU LT
PAGE: 1
FILE: H93110;^
DATE: 11/24/93
0
0
0
0
0
0
0
0
2
0
0
0
2
5
5
0
12
5
2
4
2
13
From South From Uest Vehicle RT THRU LT RT THRU LT Total
2 0 0 0 0 0 6
1 0 0 0 0 0 6
1 0 0 0 0 0 7 2 2 0 0 0 0 5 6 2 0 0 0 0 24
2 0 0 0 0 0 9 2 1 0 0 0 0 7
2 2 0 0 0 0 9 3 1 0 0 0 0 13
9 4 0 0 0 0 38
15 6 0 0 0 0 62
lY TOTAL 25
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AH - 9:00 AH
DIRECTION START PEAK HR
FROM PEAK HOUR FACTOR
8:00 AM 0.71
East 8:00 AM 0.63
South 7:45 AM 0.81
West 7:45 AM 0.00
North 8:00 AM 0.71
East 0.63
South 0.81
Uest 0.00
VOLUMES PERCENTS Right Thru Left Total
0 7 13 20 0 35 65
4 0 1 5 80 0 20
8 5 0 13 62 38 0
0 0 0 0 0 0 0
Entire Intersection
0 7 13 20 0 35 65
4 0 1 5 80 0 ZO
9 4 0 13 69 31 0
0 0 0 0 0 0 0
m
T'
5 >
Site. Code : CARLSBAD
N-S Street: OCEAN STREET
tW Street: CYPRESS AVE.
^^t : RKJK & ASSOC.
TURNING MOVEMENTS by Traffic Counts, Inc
Movements by: VEHICLES
PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM
PAGE: 1
FILE: H9311070
DATE: 11/24/93
9:00 AM
DIRECTION START PEAK HR
FROH PEAK HOUR FACTOR
North 8:00 AM 0.71
East 8:00 AM 0,63
South 7:45 AM 0,81
West 7:45 AM 0,00
North 8:00 AM 0,71
East 0.63
South 0.81
West 0.00
0
VOLUMES .
Right Thru Left
PERCENTS
Total
'••'.v 'X«<<-yJ< '>Xs-x*x-x •yyy.-'.-y.' wKtKtttKji^^^^i *• * -
CYPRESS AVE.
1
0 7 13 20
4 0 1 5
8 5 0 13
0 0 0 0
Entire Intersection
7 13 20
0 1 5
4 0 13
0 0 0
OCEAN STREET
7
20
13
:v;'>X':v;-x->X'X'Xv:-; •T'>x-X'r-x<'t'X-c«''->x-x-x-;-;v>>.*X' x-x<-Xvw
13
4
Right Thru Left
0 35 65
80 0 20
62 38 0
0 0 0
0 35 65
80 0 20
69 31 0
0 0 0
N
W—}-E
S
r-i
5 O
CYPRESS AVE
CODE : CARLSBAD
Street: CYPRESS AVE.
Street: BET GARFIELD & OCEAN
n : RKJK S ASSOC.
24 HOUR MACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
ST.
AH
— EB --
PH AM PM AM
1 0 0 0
0 12 0 4 0
.1
1
5 0 4 1
0 1 0 18 0 0 2 10 0
0 4 0 1 0 0 1 0 0 0 0 4 0 1 0
0 0 5 14 0 0 2 4 0 0 6 0 2 0
0 3 0 1 0
0 3 0 5 0 0 0 1 13 0 0 2 10 0
0 2 0 2 0
0 5 0 1 0 0 5 0 1 0
0 0 5 17 0 0 3 7 0 0 3 0 2 0 0 4 0 2 0
0
1
9 0 3 0 1 1 3 19 0 0 2 9 1
0 5 2 3 2
0 1 1 3 1
0 4 0 2 0
0 0 3 13 0 3 1 9 0 2 1 4 2 6
2 3 0 2 2 1 0 2 2 3 4 9 4 8 0 6 3 9 4
7 2 3 2 10
4 3 1 1 5 8 3 1 2 9 3 22 4 12 3 8 0 5 6
6 3 1 2 7 5 2 1 2 6
8 1 2 0 10 7 26 0 6 1 5 1 5 8 4 0 1 2 5
4 0 2 3 6
6 1 3 1 9
4 18 0 1 0 6 0 6 4 3 1 1 1 4
4 0 3 2 7
4 2 1 0 5
1 12 ' 2 5 0 5 2 5 1
5 0 1 0 6
5 2 3 1 8
8 2 5 0 13
5 23 0 4 2 11 0 1 7
112 130 U 80 156 242 124
156
.8 61 .9 28.2 38.1
FILE: D9311236
DATE: 11/17/93 4
COMBINED DAY:
PM r
r
I-
r
1-
15
30
31
24
17
34
1
16
9
2
5
1
5
7
8
4
8
3
4
6
6
8
5
6
12
5
8
4
6
4
3
5
2
7
4
4
5
4
5
4
1
1
2
3
2
0
2
2
2
4
0
3
2
0
28
18
23
24
28
22
17
17
11
10
h
V
I,
210
366
8:00
26
0.81
3:45
21
0.58
11 00
11
0,55
12:15
11
0,69
11:00
34
0.65
12:15
32
0.50
ITE CODE : CARLSBAD
-S Street: BEECH AVE.
-U Street: BET CARLSBAD & GARFIELD
Iient : RKJK & ASSOC.
24 HOUR MACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
EB
AH
UB
PM AM PH
COMBINED
AM
2:00 7 3 0 4 7 !:15 0 0 0 2 0 >:30 . 0 3 0 9 0
>:45 0 7 7 13 0 0 10 25 0 :00 3 4 0 8 3
:15 0 0 0 3 0 :30 2 2 1 3 3 :45 3 8 4 10 0 1 6 20 3 !:00 2 0 1 7 3 !:15 0 3 0 1 0
!:30 4 1 0 2 4 ::45 0 6 0 4 0 1 4 14 0 :00 1 0 1 2 2
s15 0 2 0 4 0
:30 0 7 0 4 0 :45 12 13 10 19 0 1 4 14 12 :00 2 7 0 6 2 :15 1 4 0 2 1 :30 0 21 0 2 0 :45 0 3 23 55 0 0 8 18 0 :00 0 26 0 7 0 :15 0 8 0 2 0 :30 0 17 0 4 0
:45 0 0 12 63 0 0 2 15 0 :00 2 11 1 4 3
:15 1 18 1 2 2
0 13 0 3 0
w 1 4 13 55 0 2 3 12 1
:00 5 12 4 4 9 :15 3 5 2 1 5
:30 3 11 2 5 5
:45 13 24 6 34 3 11 2 12 16 :00 9 7 0 2 9 :15 12 4 3 1 15
:30 6 10 3 2 9 :45 8 35 8 29 5 11 2 7 13
:00 11 4 6 2 17
:15 9 4 2 2 11
:30 12 5 5 2 17
:45 9 41 2 15 2 15 1 7 11
:00 1 5 3 2 4 :15 0 1 5 0 5
:30 0 2 5 0 5 :45 9 10 1 9 11 24 0 2 20 :00 0 2 1 1 1 :15 5 2 6 1 11
:30 0 0 2 0 2 :45 2 7 0 4 6 15 0 2 8
rALS 158 310 81 148 239
' TOTALS 468 229
.IT X 66.1 67.7 33.9 32.3
\K HOUR 9:00 4:30 10:00 12:30 8:45
.UHE 41 78 24 30 58
0.85 0.75 0.55 0.75 0.85
14
35
46
56
34
22
697
PM
7
2
12
17
12
3
5
10
7
4
3
4
2
6
11
14
13
6
23
31
33
10
21
14
15
20
16
16
16
6
16
8
9
5
12
10
6
6
7
3
7
1
2
1
3
3
0
0
458
4:30
97
0,73
FILE: D9311234
DATE: 11/17/93
DAY:
38
30
18
33
73
78
67
46
36
22
11
ITE CODE : CARLSBAD
-S Street: OCEAN STREET
-U Street: BET CYPRESS t BEECH ST.
Iient : RKJK & ASSOC.
24 HOUR HACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
IME -- SB -
EGIN AH PM AM
2:00 0 1*
2:15 0 4
2:30 0 18
2:45 1 1 6 42 6
1:00 0 10
1:15 0 12
1:30 0 6
1:45 0 0 2 30 3 2:00 0 6 0
;:15 0 4 1
>:30 1 14 0
!:45 0 1 6 30 0 1 !:00 0 2 0
!:15 0 7 0
1:30 0 2 0
i:45 0 0 6 17 0 0 »:00 0 12 0
.:15 0 10 0
,:30 1 12 0
.:45 0 1 10 44 0 0
1:00 0 5 0
1:15 0 8 . 0 1:30 0 4 0
::45 0 0 12 29 2 2 •:00 1 16 0
.:15 0 6 1 :30 0 6 0
.:45 1 2 2 30 0 1 ':00 0 4 1
•:15 0 2 1
•:30 0 3 2
•:45 2 2 2 11 3 7 .:00 2 2 5
:15 0 1 1
:30 1 3 6
:45 0 3 1 7 3 15
:00 2 2 1
:15 8 1 6
:30 2 1 3
:45 4 16 1 5 5 15
:00 10 0 5 :15 4 0 6
:30 18 1 9
:45 10 42 0 1 8 28
:00 2 0 4
:15 12 1 6
:30 4 0 4
:45 10 28 0 1 5 19
TALS 96 247 97
f TOTALS 343 367
.IT X 50.5 48.0 51,1
367
\K HOUR 10:00 12:30 10:00
.UME 42 46 28
H.F. 0.58 0.64 0.78
FILE: D9311237
DATE: 11/17/93
DAY: COMBINED
PH AH PM
8
9
13
10
3
12
12
4
6
6
16
7
5
9
7
6
7
5
9
15
8
4
9
8
5
7
10
5
4
2
0
6
0
2
3
2
4
4
2
2
2
1
2
0
3
2
3
1
40
31
35
27
36
29
27
12
12
0
0
0
0
0
0
0
1
0
0
0
0
2
1
1
0
0
1
1
2
5
7
1
7
3
3
14
5
9
15
8
27
18
6
18
8
15
IS
31
68
47
22
13
31
16
13
24
18
5
12
10
30
13
7
16
9
12
19
IS
21
25
13
12
13
20
21
13
16
7
8
4
3
8
2
3
6
2
6
5
3
3
2
1
3
0
3
3
3
1
82
60
65
44
80
58
57
23
13
17
10
270
52.4
12:00
40
0.77
190
10:30
69
0.64
705
515
12:30
84
0.68
4
:ITE CODE : CARLSBAD
l-S Street: GARFIELD AVE.
-U Street: BET CYPRESS & BEECH AVE
lient : RKJK & ASSOC.
24 HOUR MACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
:15
15.
30
45
00
15
30
45
00
15
30
45
00
15
30
45
00
15
30
45
ALS
TOTALS
IT X
K HOUR
UME
• F.
NB SB COMBINED AM PH AM PH AM PM
0 0 0 2 0 2
0 2 0 1 0 3 1 0 0 1 1 1
0 1 1 3 1 1 0 4 1 2 1
0 4 0 1 0 5
0 1 0 1 0 2
0 0 0 2 0 2 0 0 0 5 1 1 1 5 1 1 1 0 0 0 1 0 1
0 2 0 2 0 4
0 0 0 0 0 0 0 0 5 7 0 0 2 5 0 0 7
0 1 0 1 0 2 0 0 0 0 0 0
0 1 0 5 0 6
0 0 2 4 0 0 1 7 0 0 3 0 0 0 2 0 2
0 0 0 3 0 3
0 1 0 3 0 4 2 2 0 1 1 1 2 10 3 3 2 2 5 1 1 3 6
1 2 0 1 1 3
0 4 0 2 0 6
0 3 4 15 1 2 3 7 1 5 7 4 1 1 0 5 1
2 2 0 1 2 3 0 0 0 2 0 2
0 6 1 4 1 2 1 4 1 8 2
1 2 2 1 3 3
0 1 0 0 0 1
1 0 1 0 2 0
1 3 1 4 0 3 1 2 1 6 2
1 0 2 0 3 0
0 0 2 0 2 0
2 2 0 1 2 3
5 8 1 3 3 7 0 1 8 15 1
1 0 0 0 1 0
4 1 2 2 6 3
0 0 0 0 0 0
1 6 0 1 4 6 0 2 5 12 0
1 2 1 0 2 2
1 0 0 0 1 0
2 0 2 0 4 0
0 4 0 2 2 5 0 0 2 9 0
0 0 2 0 2-0
0 0 0 -1 0 1
1 0 2 1 3 1
2 3 0 0 3 7 0 2 5 10 0
36 49 35 49 71 98
85 84 169
1.7 50.0 49.3 50.0
30 5:00 10:30 3:30 8:30 5:00
12 15 6 11 17 22
60 0.75 0.75 0.55 0.53 0,79
FILE: D9311239
DATE: 11/17/93
DAY:
10
12
11
11
22
;ITE CODE : CARLSBAD
-S Street: CYPRESS AVE.
-U Street: BET CARLSBAD & GARFIELD ST
I lent : RKJK t, ASSOC.
24 HOUR HACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
--------, IHE — EB
EGIN AM
2:00 1
2:15 0
2:30 2
2:45 1 4
1:00 0
1:15 0
1:30 0
1:45 0 0 2:00 0
2:15 0
!:30 0
!:45 0 0
1:00 0
;:15 0
1:30 0
:45 0 0
:00 0
:15 0
:30 0
:45 2 2
:00 1
:15 0
:30 0
:45 0 1
:00 3
:15 2
:30 1
:45 4 10
:00 9
:15 6
:30 9
:45 10 34
•00 8
15 7
30 13
45 10 38
00 3
15 6
30 10
45 6 25
00 3
15 3
30 9
45 5 20
30 6
15 3
50 13
15 5 27
161
66.3
7:45
38
0.73
PM
2
12
10
0
8
5
12
11
2
7
8
4
4
8
9
7
6
12
16
10
9
6
4
2
4
4
0
7
4
6
3
4
1
2
1
0
0
0
1
0
1
0
3
0
1
2
2
0
24
36
21
28
44
21
15
17
UB
AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
4
0
1
1
5
4
5
2
10
4
2
3
3
1
4
3
1
3
2
2
1
4
8
7
16
19
11
20
PM
2
8
2
3
6
0
1
2
6
3
6
1
4
0
0
1
6
3
8
2
3
3
6
2
3
3
4
5
4
5
1
0
2
2
0
2
1
5
1
0
0
2
1
0
0
1
1
1
15
16
19
14
15
10
381
220
64.3
4:15
47
0.73
82
33.7
7:15
21
0.52
204
122
35.7
12:15
19
0.59
AH
1
0
2
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
1
0
0
7
2
2
5
14
10
14
12
18
11
15
13
6
7
14
9
4
6
11
7
7
7
21
12
243
8:00
57
0.79
COMBINED
16
50
57
36
28
47
585
PM
4
20
12
3
14
5
13
13
8
10
14
5
8
8
9
8
12
15
24
12
12
9
10
4
7
7
4
12
8
11
4
4
3
4
1
2
1
5
2
0
1
2
4
0
1
3
3
1
FILE: D9311235
f
DATE: 11/17/S^j
DAY: .
342
4:00
63
0.66
39
45
37
33
63
35
30
27
10
CARLSBAD
CARLSBAD BLVD.
BET MOUNTAIN VIEU & CYPRESS
RKJK & ASSOC.
24 HOUR MACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
FILE: D9311240
DATE: 11/17/93
DAY: - COMB I NED DAY:
BEGIN AM PH AM PM AH PM
12:00 11 94 9 105 20 199
12:15 17 86 9 118 26 204
12:30 9 84 10 100 19 184
12:45 6 43 82 346 14 42 106 429 20 85 188 775
1:00 5 94 9 106 14 200
1:15 9 88 1 99 10 187
1:30 11 90 . 5 103 16 193
1:45 6 31 94 366 4 19 104 412 10 50 198 778
2:00 8 112 4 85 12 197
2:15 6 102 2 123 8 225
2:30 1 103 4 92 5 195
2:45 8 23 89 406 7 17 97 397 15 40 186 S03
3:00 2 100 4 103 6 203
3:15 0 110 0 ' 104 0 214
3:30 1 89 5 77 6 166
3:45 1 4 101 400 2 11 93 377 3 15 194 777
4:00 3 109 5 111 8 220
4:15 2 115 1 123 3 238
4:30 2 124 2 89 4 213
4:45 1 8 147 495 0 8 106 429 1 16 253 92A
5:00 11 153 4 101 15 254
5:15 1 143 10 129 11 272
5:30 6 135 9 161 15 296
5:45 6 24 105 536 19 42 162 553 25 66 267 1089
6:00 13 86 27 157 40 243
ft' 21 76 36 66 57 142
Wno 16 72 47 79 63 151
6:45 33 83 75 309 62 172 71 373 95 255 146 682
7:00 52 53 79 69 131 122
7:15 49 47 78 42 127 89
7:30 62 49 91 53 153 102
7:45 57 220 47 196 94 342 55 219 151 562 102 415
8:00 99 41 128 • 47 227 88
8:15 53 44 118 54 171 98
8:30 83 44 79 45 162 89
8:45 66 301 45 174 87 412 39 185 153 713 84 359
9:00 64 37 77 41 141 78
9:15 54 36 78 39 132 75
9:30 64 44 89 53 153 97
9:45 72 254 38 155 82 326 41 174 154 580 79 329
10:00 63 27 79 22 142 49
10:15 78 25 73 32 151 57
10:30 72 28 73 17 145 45
10:45 93 306 27 107 85 310 24 95 178 616 51 202
11:00 99 29 92 24 191 53
11:15 90 40 113 23 203 63
11:30 105 21 105 20 210 41
11:45 105 399 17 107 109 419 10 77 214 818 27 184-
TOTALS 1696 3597 2120 3720 3816 7317
)AY TOTALS 5293 5840 11133
5PLIT X 44,4 49.2 55.6 50,8
HOUR 11:00 4:45 7:30 5:15 11:00 5:00
PHE 399 578 431 609 818 1089
>.H.F. 0,95 0.94 0,84 0,94 0,96 0.92
:ITE CODE : CARLSBAD
l-S Street: CARLSBAD BLVD.
-U Street: BET CYPRESS & BEECH AVE.
lient : RKJK & ASSOC.
24 HOUR HACHINE COUNTS-BY TRAFFIC COUNTS PAGE: 1
IHE
EGIN
NB
AN PH AM
16 71 11
14 95 10
13 86 13
7 50 106 358 12
6 93 7
9 95 2 11 95 4 8 34 86 369 4
4 104 6 6 100 0
2 86 5
7 19 108 398 6
2 87 4
0 99 1
1 85 4
1 4 111 382 2
2 115 6 2 140 0
2 121 2
1 7 120 496 1
10 150 4
3 123 10
4 154 8
10 27 120 547 20
13 84 24 20 68 40
16 57 47
31 80 77 286 73
43 56 73
45 49 73
61 48 93
55 204 46 199 102
86 44 114
51 37 107
64 46 81
64 265 43 170 87
60 34 67
74 39 88
78 41 86
67 279 43 157 85
66 19 72
71 30 75
65 24 81
78 280 29 102 87
93 30 95
77 36 106
94 22 104
90 354 13 101 106
3565 2108
5168
i.2 49.2 56.8
00 4:45 7:30
;54 547 416
94 0.89 0.91
SB
46
17
17
11
42
184
341
389
326
315
411
PM
108
114
97
115
97
108
104
107
82
122
84
111
99
100
82
97
109
117
87
103
96
128
163
162
136
68
79
71
61
44
49
59
51
45
45
40
35
40
52
39
19
31
17
26
23
25
17
11
434
416
399
378
416
549
354
213
181
166
93
76
AM
27
24
26
19
13
11
15
12
10
6
7
13
6
1
5
3
8
2
4
2
14
13
12
30
37
60
63
104
116
118
154
157
200
158
145
151
127
162
164
152
138
146
146
165
188
183
198
196
COMBINED
96
51
36
15
16
69
26A
545
654
605
595
765
PM
179
209
183
221
190
203
199
193
186
222
170
219
186
199
167
208
224
257
208
223
246
251
317
282
220
136
136
148
117
93
97
105
95
82
91
83
69
79
93
82
38
61
41
55
53
61
39
24
FILE: D9311233 '
DATE: 11/17/?||^
DAY:
792
785
797
760
912
1096
640
412
351
323
195
177
ALS
' TOTALS
.IT X
K HOUR
UME
.F.
5783
3675
50.8
5:15
589
0.90
3711
11:00
765
0.97
10951
7240
5:00
1096
0.86
SITE CODE : CARLSBAD
N-S Street: MOUNTAIN VIEU DRIVE
E-U Street: BET CARLSBAD BLVD. / PACIFIC A
Client : RKJK & ASSOCIATE
24 HOUR MACHINE COUNTS-BY TRAFFIC COUNTS PAGE I 1
FILE: D9311238
DATE: 11/23/93
NB SB
AH
COMBINED
PM
DAY:
AH PH AM PH
12:00 2 15 1 15 3 30 12:15 1 15 1 9 2 24 12:30 0 9 0 10 0 19 12:45 1 4 11 50 0 2 14 48 1 6 25 1:0C 0 12 0 10 0 22 1:15 1 15 0 5 1 20 1:30 1 9 0 9 1 18 1:45 0 2 7 43 0 0 11 35 0 2 18 2:00 .0 13 0 13 0 26
2:15 1 12 0 16 1 28 2:30 5 17 1 12 6 29
2:45 1 7 9 51 1 2 14 55 2 9 23 1i 3:00 0 5 1 5 1 10 3:15 0 11 0 6 0 17 3:30 0 10 0 8 0 18 3:45 0 0 10 36 0 1 5 24 0 1 15 1 4:00 0 15 0 9 0 24 4:15 0 16 0 7 0 23 4:30 2 14 0 11 2 25 4:45 0 2 12 57 1 1 4 31 1 3 16 i 5:00 1 13 0 9 1 22 5:15 1 15 1 5 2 20 5:30 1 8 2 4 3 12
5:45 0 3 12 48 0 3 7 25 0 6 19
6^0 1 11 0 5 1 16
Vn 1 10 3 2 4 12
^Bo
6:45
1 9 4 5 5 14 ^Bo
6:45 3 6 6 36 2 9 3 15 5 15 9 ! 7:00 3 7 9 5 12 12 7:15 4 6 15 3 19 9 7:30 7 4 7 5 • 14 9
7:45 12 26 2 19 11 42 1 14 23 68 3
8:00 10 4 5 5 15 9
8:15 2 5 2 5 4 10 8:30 3 2 5 1 8 3 8:45 3 18 3 14 4 16 5 16 7 34 8
9:00 5 6 8 5 13 11
9:15 5 5 4 3 9 8
9:30 6 5 8 2 14 . 7
9:45 6 22 3 19 • 5 25 2 12 11 47 5
0:00 6 9 7 0 13 9
0:15 7 4 6 3 13 7
0:30 6 5 4 2 10 -7
0:45 3 22 1 19 3 20 1 6 6 42 2 ;
1:00 10 0 8 1 18 1
1:15 6 2 4 2 10 4 1:30 7 1 4 2 11 3
1:45 17 40 4 7 7 23 3 8 24 63 7
OTALS 152 399 144 289 296 688 AY TOTALS 551 433 984
PLIT X 51.4 58.0 48.6 42.0
^^OUR 11:00 4:00 7:00 2:00 7:15 2:00
•IE 40 57 42 55 71 106
.H.F. 0.59 0.89 0.70 0.86 0.77 0.91
98
78
106
60
8S
73
51
33
30
31
25
15
APPENDIX B
EXISTING INTERSECTION OPERATIONS ANALYSIS
1985 HCM: UNSIGNALIZED INTERSECTIONS
************.*,,,,,,,,,,,,,,,,,CTIONS^^^^^^^^^^^^^^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR 3L
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvci
NAME OF THE ANALYST. cdw
DATE OF THE ANALYSIS (min/dd/yy) 12-02-1993
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION.... Existing volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 1 19 0
0 — 264 360
RIGHT 18 — 0 10
NUMBER OF LANES
EB WB NB SB
LANES 1 2 2
ADJUSTMENT FACTORS
Page-0
GRADE ANGLE FOR RIGHT TURNS' "^^^^ HSP-?*5I°S (ft)
EASTBOUND o.OO
WESTBOUND
NORTHBOUND o.OO
SOUTHBOUND o.OO
VEHICLE COMPOSITION
90
90
90
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
%
EASTBOUND
WESTBOUND
SU TRUCKS %
AND RV'S
0
COMBINATION
VEHICIJIS
0
% MOTORCYCLES
• O
r
E
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
O
O e
MINOR RIGHTS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE SIGHT DIST.
ADJUSTMENT FINAL
CRITICAL GAP E
MINOR RIGHTS
EB
MAJOR LEFTS
5.50 5.50 O.OO 5.50 ST;
1 NB
MINOR LEFTS
5.50 5.50 0.00 5.50 R
EB 7.00
IDENTIFYING INFORMATION
7.00 0.00 7.00
NAME OF N^ra/iSSrS SJSET*--* O ^^^^2 ^^^^ °^
DATE AND Tllffi np ir-sS^afiSff^ Carlsbad Blvd OTHER INFO^T?ON ^^I^fn;';;!* ^2-02-1993 ; AM Peak Hour '^wAixoN Existing volumes, Cypress Ave Opfen
4
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
"^^^ MOVEMENT SHARED RESERVE
1*.^T7x^.Tm CAPACITY CAPACITY CAPACITY CAPACIT^Y
MOVEMENT V(pcph) c (pcph) c (pcph) c (pcp£) c^c -\ LOS
R SH M SH
MINOR STREET
EB LEFT 1 345
RIGHT 20 906
MAJOR STREET
NB LEFT 21 727 727
339 > 339 > 338 > B
> 832 > 812 >A
906 > 906 > 886 > A
72V 706 A
IDENTIFYING INFORMATION
NAlffi OF THE EAST/WEST STREET Mountain View Dr
?L™?J[°^™/SOUTH STREET.... Carlsbad Blvd
SraiR'^SFSSST?L™^ 12-02-1?9ITAM Peak Hour orHER INFORMATION Existing volumes. Cypress Ave Open
30
WB . NB SB
LANES 1
INTERSECTIONS ^ ^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET..
PEAK HOUR FACTOR ^
AREA POPULATION ] [[ ^50000 ^
NAME OF THE EAST/WEST STREET Mountain View Dr T
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd '
NAME OF THE ANALYST Cdw T
DATE OF THE ANALYSIS (mm/dd/yy) 12-02-1993 '
TIME PERIOD ANALYZED ^ p,^3, ^^^^ ^
OTHER INFORMATION.... Existing volumes. Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN |
TRAFFIC VOLUMES > I
1.1-
_EB WB NB SB
LEFT n P
0 — 25 0 1^
THRU n c:.» -
0 — 524 430
0 13 L l^IGHT 16 „ . _ I
NUMBER OF LANES
2 2
m
ADJUSTMENT FACTORS I>age-2
^^^^ "^"^ RADIUS (ft) ACCELERATION LANE ^GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOtJND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
0
0
0
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.50
7.00
2^ ™^ EAST/WEST STREET Mountain View Dr
NORTH/SOUTH STREET.... Carlsbad Blvd
O^R^^TIS^T'TL'^ ANALYSIS.... 12-02-1993TPM Peak Hour
OTHER INFORMATION Existing volumes. Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE
Page-3
,,T«T, POTEN- ACTUAL
SiSS" "^^^ MOVEMENT SHARED RESERVT?
P M SH R «3H
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
0
18
28
195
869
669
J o« > 191 > D > 869 > 851 869 > 869 >
669
>A
851 > A
669 641 F
IDENTIFYING INFORMATION I'
OTHER INF5iJ^T?0N ^xiSin«-;;Ai ^2-02-1993 ; PM Peak Hour ~ 'u^xiuw Existing volumes. Cypress Ave Open
y
L
1985 HCM: UNSIGNALIZED INTERSECTIONS T5«„O I ****************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^age^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Cypress Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST.... cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 14 — 3 0
THRU 0 — 261 372
RIGHT 3 — 0 7
NUMBER OF LANES
EB WB NB SB
— LANES 1 ' — 2 2
ADJUSTMENT FACTORS
Page-2'
GRADE ANGLE FOR RIGHT TURNS'
EASTBOUND o.OO
WESTBOUND
NORTHBOUND o.OO
SOUTHBOUND o.OO
VEHICLE COMPOSITION
90
90
90
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
% SU TRUCKS
AND RV'S % COMBINATION
VEHICLES
EASTBOUND
WESTBOtJND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
% MOTORCYCLES
0
O
0
MINOR RIGHTS
EB
MAJOR LEFTS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE SIGHT DIST.
ADJUSTMENT FINAL
CRITICAL GAP
MINOR RIGHTS
EB
MAJOR LEFTS
5.50 5.50 0.00 5.50
NB
MINOR LEFTS
5.50 5.50 0.00 5.50
EB 7.00
IDENTIFYING INFORMATION
7.00 0.00 7.00
NAME OF THE NORTH/SOUTH STPPP"T' ^^^?^f
DATE AND TIME OP THF ASI????! Carlsbad Blvd OTHER INFORiiKT?ON ^^iSJnA'v'i ^2-03-93 ; AM Peak Hour -™.xxoN Existing Volumes, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
FUm- TIAL MOVEMENT SHARED RESERVE
MOVPMFNT CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT V(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
P M SH R SH
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
15
3
349
901
719
348
901
719
> 348 > 333 > B
> 391 > 372 >B
> 901 > 898 > A
719 716
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Cvoress Ave
2^ SNn'??M2°5J"/^^ STREET.... CaSlhll il?d
SralR^SF5SST?L'^ ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Open
i*****J?:**H?^^^^^2ED INTERSECTIONS ^ V
IDENTIFYING INFORMATION j
AVERAGE RUNNING SPEED, MAJOR STREET.. 30 ^ F
PEAK HOUR FACTOR ^
AREA POPULATION ^^0000 |
NAME OF THE EAST/WEST STREET Cypress Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd 1^
NAME OF THE ANALYST ^^.^ ^
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93 ^
TIME PERIOD ANALYZED p,^3, ^^^^ p
OTHER INFORMATION.... Existing Volumes, Cypress Ave Open
^^^f^ECTION TYPE AND CONTROL f *
_ I
INTERSECTION TYPE: T-INTERSECTION —
MAJOR STREET DIRECTION: NORTH/SOUTH ^
CONTROL TYPE EASTBOUND: STOP SIGN |
TRAFFIC VOLUMES
_EB WB NB SB ^
UEFT "II" —i —0 fT
™^ 0 - 517 436
RIGHT 13 - 0 6 IJ
NUMBER OF LANES
>
_
=S WB NB SB ^
4
i
i
ADJUSTMENT FACTORS
Page-2
GRADE ANGLE FOR RIGHT TURNS'
20
^^SJS^'^ ^^^^ CURB RADIUS (ft)
EASTBOUND o.OO 90
WESTBOUND
NORTHBOUND O.OO
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
20
20
ACCELERATION LANE
^FOR RIGHT TURNS
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUfND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
o
o
MINOR RIGHTS
TABULAR VALUES
(Table 10-2)
EB
NB
5.50
5.50
MAJOR LEFTS
MINOR LEFTS
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
SIGHT DIST.
ADJUSTMENT
0.00
5.50
7.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.50
7.00
N^ SF ^?^:?i?STi^ET--*-7^^S'^^^
DATE AND TIME OF TS^^AL^I ^f'^if^l? OTHER INFORMATION Exi2f«A"vAi* ^2-03-93 ; PM Peak Hour 'v«AiiuN Existing Volumes, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph)
P M
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
C = c - V LOS
R SH
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
14
14
205
869
670
204
869
670
>
>
>
330
204
869
670
>
>
>
301
189 > D
>B
855 > A
664
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET CYPress~Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Open
1985 HCM: UNSIGNALIZED INTERSECTIONS Paae-1
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR i
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour -
OTHER INFORMATION Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
— —
LEFT 7 0 12 11
THRU 0 1 261 361
RIGHT 8 4 5 8
NUMBER OF LANES AND LANE USAGE
EB WB NB SB
—— _
LANES 1 1 2 2
LANE USAGE LTR LTR
ADJUSTMENT FACTORS Page-2
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
0.00
0.00
0.00
0.00
90
90
90
90
20
20
20
20
N
N
N
N
VEHICLE COMPOSITION
% SU TRUCKS %
AND RV'S COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE
SIGHT DIST.
ADJUSTMENT
FINAL
CRITICAL GAP
MINOR RIGHTS
EB
WB
5.50
5.50
5.50
5.50
0.00
0.00
5.50
5.50
MAJOR LEFTS
SB
NB
5.50
5.50
5.50
5.50
0.00
0.00
5.50
5.50
MINOR THROUGHS
EB
WB
6.50
6.50 6.50
6.50
0.00
0.00
6.50
6.50
MINOR LEFTS
EB
WB
7.00
7.00
7.00
7.00
0.00
0.00
7.00
7.0O
IDENTIFYING INFORMATION
«™ OF THE EAST/WEST STREET Beech Ave
SJS? ?L'^^°^™/SOUTH STREET.... Carlsbad Blvd
SralR^SFoSJfn.?L™^ ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
EB LEFT
THROUGH
RIGHT
MINOR STREET
WB LEFT
THROUGH
RIGHT
MAJOR STREET
SB LEFT
NB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
v(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
c (pcph)
M
8
0
9
0
1
4
12
13
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
C = c — V LOS
R SH
339
394
906
337
393
960
824
728
331
386
906
328
385
960
824
728
>
>
>
>
>
>
500
740
331 > 323 > B
386 > 484 3 8 6 >A B
906 > 897 > A
328 > 328 > B
385 > 734 384 >A B
960 > > A
824 812 A
728 715 A
IDENTIFYING INFORMATION
NAlffi OF THE EAST/WEST STREET777777~Beech"AvI
OTHER INPORMATION™.*?$5:^i^^-vauil;?^5^r4sfA?2%ir
INTERSECTIONS ^
^Df^IFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR ^
AREA POPULATION..
150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET carlsbad Blvd
NAME OF THE ANALYST...
••• cdw
DATE OF THE ANALYSIS (mm/dd/yy). ^^.^^^.^
TIME PERIOD ANALYZED T», „ ,
PM Peak Hour
OTHER INFORMATION Fv-i TT •,
^riAiioN.... Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
SB EB WB NB
^ET 12 z r~ —
-^"^ 0 13 16
THRU o o
" 2 519 416
J^IGHT 6 9 4 8
NUJfflER OF LANES AND LANE USAGE
WB NB SB
LANES ^ :
^ 1 2 2
lANE USAGE LTR LTR
ADJUSTMENT FACTORS
PERCENT
GRADE
RIGHT TURN
ANGLE CURB RADIUS (ft)
FOR RIGHT TURNS
EASTBOUND 0.00 90 20
WESTBOUND 0.00 90 20
NORTHBOUND 0.00 90 20
SOUTHBOUND 0.00 90 20
VEHICLE COMPOSITION
Page-2
FOR RIGHT TURNS
N
N
N
N
% SU TRUCKS %
AND RV'S COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 O
WESTBOUND 0 0 o
NORTHBOUND 0 0 o
SOUTHBOUND 0 0 o
CRITICAL GAPS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE
SIGHT DIST.
ADJUSTMENT
FINAL
CRITICAL GAP
MINOR RIGHTS —————————
EB
WB
5.50
5.50 5.50
5.50
O.OO
0.00
5.50
5.50
MAJOR LEFTS
SB
NB
5.50
5.50
5.50
5.50
0.00
O.OO
5.50
5.50
MINOR THROUGHS
EB
WB
6.50
6.50 6.50
6.50
0.00
0.00 6.50
6.50
MINOR LEFTS
EB
WB
7.00
7.00 7.00
7.00
O.OO
0.00
7.00
7.00
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech"Ave
°^ NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 7 PM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypr4ss Avl opeS
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
EB LEFT
THROUGH
RIGHT
MINOR STREET
WB LEFT
THROUGH
RIGHT
MAJOR STREET
SB LEFT
NB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
c = c - V LOS
R SH
13
0
7
0
2
10
18
14
196
241
878
198
240
829
611
683
188
234
878
191
233
829
611
683
>
>
>
>
>
>
188 > 175 > D
255 234 > 235 234 >C C
878 > 871 > A
191 > 191 > D
566 233 > 554 231 >A C
829 > 819 > A
611 593 A--^
683 668
IDENTIFYING INFORMATION
2?S ?Z ™^ EAST/WEST STREET777777"Beech~Ave
?Sn'^^°^'™/S°"™ STREEi::: S^fsbaS Blvd
S^SL'^SFSSSTJSN'^ "^xisli^a v;i ^ ™ ^--^
'-'xujiAiiuN Existing Volumes, Cypress Ave Open
1985 HCM: UNSIGNALIZED INTERSECTIONS Pacr*» i
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 1 0 — 3
THRU 12 9
RIGHT 12 — 0
NUMBER OF LANES
EB WB NB SB
LANES 1 1 1
AKTUSTMENT FACTORS
CURB RADIUS (ft) GRADE aMCTTP r v-^*-^
Page-
GRADE
EASTBOUND ~o7oO~
WESTBOUND o.OO
NORTHBOUND
SOUTHBOUND o.00
VEHICLE COMPOSITION
ANGLE FOR RIGHT TURNS'
90
90
90
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
O
MINOR RIGHTS
SB
MAJOR LEFTS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE SIGHT DIST.
ADJUSTMENT FINAL
CRITICAL GAP MINOR RIGHTS
SB
MAJOR LEFTS
5.50 5.50 O.OO 5.50
EB
MINOR LEFTS
5.00 5.00 0.00 5. OO
SB 6.50
IDENTIFYING INFORMATION
6.50 0.00 6.50
S^^N^oWgr^ii^™:": Hearst
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph)
p M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C = c - V LOS
R SH
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
3
0
892
999
1000
891
999
1000
>
>
>
891
891
999
lOOO
>
>
>
888
888 > A
>A
999 > A
999
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET. . . . Garfield St
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Open
i*SL?Sfi.. UNSIGNALIZED INTERSECTIONS ^ ***************...,,,,,,,,,,,,,STIONS^^^^^^^^^^^^^^^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR ^
AREA POPULATION.
" 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST
••• caw
DATE OP THE ANALYSIS («,/dd/yy) 12-03-93
TIME PERIOD ANALYZED ^ ^^^^
OTHER INFORMATION Fvi tr -i
'vx^iioN Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
LEFT
EB
0
WB
0
NB SB
8
THRU 15 17
RIGHT 7 0
NUMBER OF LANES
LANES
EB
1
— WB NB
1
SB
1
ADJUSTMENT FACTORS
Page-2
EASTBOUND o.OO
WESTBOUND o.OO
NORTHBOUND
SOUTHBOUND o.OO
VEHICLE COMPOSITION
90
90
90
FOR RIGHT TURNS
20
20
20
ACCELERATION- LANE
^FOR RIGHT TURNS
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
• O
O
TABULAR VALUES
(Table 10-2)
MINOR RIGHTS
MAJOR LEFTS
SB 5.50
EB 5.00
ADJUSTED
VALUE
5.50
SIGHT DIST.
ADJUSTMENT
0.00
MINOR LEFTS
SB 6.50
IDENTIFYING INFORMATION
5. 00
6.50
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.0O
6.50
iJ^ SJi •-"^icrA;;
DATE AND TIM5 op TI?^S.?^F-• • • Garfield St
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
JJ^ MOVEMENT SHARED RESERVE
MnvT^nr^rm CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) C (pcph) c = c -^v LOS
P M SH R SH
MINOR STREET
9 885 885 > 885 > 876 > A
RIGHT 0 999 QQQ ; oo« ^ ^"'^
u yya 999 > 999 > g^g ^ ^
MAJOR STREET
EB LEFT 0 1000 1000 looO 1000 A
IDENTIFYING INFORMATION
«™ OE THE EAST/WEST STREET. 77777"Beech~Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
S^R^SFSS^T?^^ ANALYSIS..::: lr43-lt fpM Peak Hour uiHER INFORMATION Existing Volumes, Cypress Ave Open
1985 HCM: UNSIGNALIZED INTERSECTIONS
«..*....«.„*...„„„.„,.„STIONS^^^^^^^^^^^^^^^^^^^^^^^^^^p,^^.l
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR ^
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour -
OTHER INFORMATION.... Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
^EB WB NB SB
LEFT 0 8 O 5
THRU 1 0 5 14
RIGHT 0 19 0
NUMBER OF LANES AND LANE USAGE
WB NB SB
LANES r" r~ r" r
LANE USAGE LTR LTR
ADJUSTMENT FACTORS
PERCENT
GRADE
RIGHT TURN
ANGLE CURB RADIUS (ft)
FOR RIGHT TURNS
EASTBOUND 0.00 90 20
WESTBOUND 0.00 90 20
NORTHBOUND 0.00 90 20
SOUTHBOUND 0.00 90 20
VEHICLE COMPOSITION
Page-
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
N
% SU TRUCKS %
AND RV'S COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS •
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE
SIGHT DIST.
ADJUSTMEliT
FINAL
CRITICAL GAP
MINOR RIGHTS
NB
SB
5.50
5.50 5.50
5.50 O.OO
O.OO 5. 50
5. 50
MAJOR LEFTS
EB
WB
5.00
5.00 5.00
5.00
O.OO
O.OO
5. 00
5. 00
MINOR THROUGHS
NB
SB
6.00
6.00 6.00
6.00
O.OO
0.00
6. 00
6. 00
MINOR LEFTS
NB
SB
6.50
6.50
6.50
6.50
IDENTIFYING INFORMATION
O.OO
0.00 6.50
6-50
NAJffi OF THE EAST/WEST STREET Beech Ave
S?S5 ?^ ™^ NORTH/SOUTH STREET.... Ocean St
°^ THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypr4srAvS oper
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STREET
EB LEFT
WB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
v(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
c (pcph)
M
0
6
10
6
15
0
0
9
SHARED
CAPACITY
c (pcph)
SH
896
990
lOOO
897
990
1000
1000
1000
883
984
1000
884
985
1000
1000
1000
>
>
>
>
>
>
88 3
994 984
lOOO
884
956 985
lOOO
RESERVE
CAPACITY
C - c — v LOS
R SH
>
>
>
>
>
>
883 > A
979 9-79 >A A
990 > A
8*78 > A
935 969 >A A
1000 > A
1000
1000
1000
991
A
A
IDENTIFYING INFORMATION
i§¥T^""iii^ij;iTii^-:;:~B^^^^^^ -
v^xuTiAxxun.... Existing Volumes, Cypress Ave Open
1985 HCM: UNSIGNALIZED INTERSECTIONS Paae-1
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 0 5 0 7
THRU 1 0 15 17
RIGHT 0 5 6 0
NUMBER OF LANES AND LANE USAGE
EB WB NB SB
— — — — — — — _ —> ^ ^^^^
LANES 1 1 1 1
LANE USAGE LTR LTR
ADJUSTMENT FACTORS
PERCENT
GRADE
RIGHT TURN
ANGLE
CURB RADIUS (ft)
FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
% SU TRUCKS
AND RV'S % COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 O
WESTBOUND 0 0 O
NORTHBOUND 0 0 O
SOUTHBOUND 0 0 O
CRITICAL GAPS
TABULAR VALUES
(Table 10-2)
MINOR RIGHTS
MAJOR LEFTS
NB 5.50
SB 5.50
EB 5.00
WB 5.00
ADJUSTED
VALUE
5.50
5.50
SIGHT DIST.
ADJUSTMENT
0.00
0.00
FINAL
CRITICAL GAP
5. 50
5. 50
MINOR THROUGHS
NB
SB
6.00
6.00
MINOR LEFTS
NB 6.50
SB 6.50
5.00
5.00
6.00
6.00
6.50
6.50
0.00
0.00
0.00
0.00
0.00
0.00
IDENTIFYING INFORMATION
5. OO
5. OO
6. OO
6. OO
6. SO
6. 50
NAlffi OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET.... Ocean St
DATE AND TIME OF THE ANALYSIS 12-03-93 • PM Peak Hn»r
OTHER INFORMATION.... Existing Volumes; c?^r4s?'AvS SpeS
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STkEET
EB LEFT
WB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
v(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
c (pcph)
M
0
17
7
8
19
0
0
6
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
c = c - V LOS
R SH
892
988
1000
891
991
1000
1000
1000
879
985
1000
875
988
1000
1000
1000
>
>
>
>
>
>
879
989 985
lOOO
87^
952 988
1000
>
>
>
>
>
>
966
879 > A
969 >A A
993 > A
867 > A
926 969 >A A
1000 > A
1000
lOOO
1000
995
A
A
IDENTIFYING INFORMATION
°^ EAST/WEST STREET777777~Beech~Avi
2Kn^?M^[°S?'/i2^ STREET..:: olttn
S^SIR^SFSSS™™^ ANALYSIS 12-03-93 ; PM Peak Hour
uiHER INFORMATION Existing Volumes, Cypress Ave Open
1985 HCM: UNSIGNALIZED INTERSECTIONS Paae-1 **************************************^^^^^^^^^^^^^^^^^^^^^^^^^^^|^^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-02-1993
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION.... Existing volumes. Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
LEFT
EB WB
1
NB
19
SB
0
THRU 0 264 353
RIGHT 20 0 17
NUMBER OF LANES
EB WB NB SB
LANES 1 — 2 2
ADJUSTMENT FACTORS Page'
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
% SU TRUCKS %
AND RV'S COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 0
WESTBOUND
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS i
MINOR RIGHTS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE
SIGHT DIST.
ADJUSTMENT
FINAL
CRITICAL GAP
EB 5.50 5.50 O.OO 5. 50
MAJOR LEFTS
NB 5.50 5.50 O.OO 5.50
MINOR LEFTS
EB 7.00 7.00 O.OO 7.00
IDENTIFYING INFORMATION
SraER'^SFS^T?ON'^ ANALYSIS 12-02-?99! ; AM Peak Ho
oiHER INFORMATION Existing volumes. Cypress Ave Closed
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph)
P M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
c = c — V LOS
R SH
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
1
22
21
347
906
727
341
906
727
>
>
>
341 > 340 > B
839 > 816 >A
906 > 884 > A
727 706
IDENTIFYING INFORMATION
NAIffi OF THE EAST/WEST STREET Mountain View Dr
St^ ?Sn'^?^°^™/SO^ STREET.... CarJSiS BJVS
S^R^SFSSST?L™^ ANALYSIS.... 12-02-1993 ; AM Peak Hour
oiHER INFORMATION Existing voliames. Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS « ***************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^P^^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 2.
AREA POPULATION I5O000
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM peak Hour
OTHER INFORMATION.... Existing Volume, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
_^EB WB NB SB
LEFT 0 "II" """0
THRU 0 — 524 424
RIGHT 24 — 0 19
NUMBER OF LANES
EB WB NB SB
2 LANES 1 2
ADJUSTMENT FACTORS Page-2
^SSfn^ ^^?S^T^ RADIUS (ft) ACCELERATION LANE GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
% SU TRUCKS
AND RV'S
% COMBINATION
VEHICLES
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
% MOTORCYCLES
O
o
o
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED SIGHT DIST.
VALUE ADJUSTMENT
5.50
5.50
7.00
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.50
7.0O
N^ OF THE EAST/WEST STREET Mountain View Dr
NAlffi OF THE NORTH/SOUTH STREET.... CarlJbad Bl^d
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION.... Existing VolumJ, ^y^re^s Ave SloSS
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
POTEN- ACTUAL
'^^^ MOVEMENT SHARED
RATE CAPACITY CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph) c (pcph)
P M SH
RESERVE
CAPACITY
c = c - V LOS
R SH
0
26
28
197
869
669
192
869
669
> „ 192 > 192 > D
> 869 > 842 >A
> 869 > 842 > A
669 641
IDENTIFYING INFORMATION
OTHER INFORMATION E^IIfnA*vAi\/^'°i'^^ ' ^ Hour x«xft.iiuw.... Existing Volume, Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS Paqe-l
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR . i
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST. . cdw
DATE OF THE ANALYSIS (mm/dd/yy). 12-03-93
TIME PERIOD ANALYZED AM Peak Hotir
OTHER INFORMATION Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 21 0 15 11
THRU 0 1 261 360
RIGHT 9 4 5 8
NUMBER OF LANES AND LANE USAGE e
EB WB NB SB c
LANES 1 1 2 2
LANE USAGE LTR LTR
ADJUSTMENT FACTORS Page
PERCENT
GRADE
RIGHT TURN
ANGLE
CURB RADIUS (ft)
FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
% SU TRUCKS
AND RV'S % COMBINATION
VEHICLES % MOTORCYCLES
EASTBOUND 0 0 O
WESTBOUND 0 0 O
NORTHBOUND 0 0 O
SOUTHBOUND 0 0 O
CRITICAL GAPS
•
TABULAR VALUES
(Table 10-2)
ADJUSTED
VALUE
SIGHT DIST.
ADJUSTMENT
FINAL
CRITICAL GAP
MINOR RIGHTS
EB
WB
5.50
5.50
5.50
5.50
0.00
0.00
5.50
5.50
MAJOR LEFTS
SB
NB
5.50
5.50
5.50
5.50
0.00
0.00
5.50
5.50
MINOR THROUGHS
EB
WB
6.50
6.50
6.50
6.50
0.00
0.00
6.50
6.50
MINOR LEFTS
EB
WB
7.00
7.00
7.00
7.00
0.00
0.00
7. 00
7. 00
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
mXE OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypr4ssAvS Closed
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN-ACTUAL
FLOW-TIAL MOVEMENT SHARED RESERVE
MOVEMENT RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT V (pcph) C (pcph) C (pcph) c (pcph) c = c — V LOS
P M SH R 5H
MINOR STREET
EB LEFT 23 338 329 > 329 > 3 06 > B THROUGH 0 393 384 > 407 384 > 374 384 >B B
RIGHT 10 907 907 > 907 >
374
897 > A
MINOR STREET
WB LEFT 0 335 325 > 325 > 325 > B
THROUGH 1 392 383 > 738 383. > 733 382 >A B
RIGHT 4 960 960 > 960 >
733
956 > A
MAJOR STREET
SB LEFT 12 824 824 824 812 A
NB LEFT 17 729 729 729 •712 A
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS W
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 3^
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF IBE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy). 12-03-93
TIME PERIOD ANALYZED p„ p^^fc Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 25 0 18 16
THRU 0 2 519 411
RIGHT 11 9 4 8
NUMBER OF LANES AND LANE USAGE
^2 WB NB SB
2 LANES 1 ^ -
LANE USAGE LTR LTR
ADJUSTMENT FACTORS Page-2
PERCENT
GRADE
RIGHT TURN
ANGLE
CURB RADIUS (ft)
FOR RIGHT TURNS
ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00 90 20 N
WESTBOUND O.OO 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
EASTBOUND 0 0 O
WESTBOUND 0 0 O
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
MINOR RIGHTS —————————— MINOR RIGHTS
EB 5.50 5.50 0.00 5.50
WB 5.50 5.50 0.00 5.50
MAJOR LEFTS
SB 5.50 5.50 O.OO 5.50
NB 5.50 5.50 0.00 5.50
MINOR THROUGHS
EB 6.50 6.50 O.OO 6.50
WB 6.50 6.50 O.OO 6.50
MINOR LEFTS
EB
WB
7.00
7 . 00
IDENTIFYING INFORMATION
7.00
7.00
O.OO
O.OO
7.0O
7.0O
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Closed
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
EB LEFT
THROUGH
RIGHT
MINOR STREET
WB LEFT
THROUGH RIGHT
MAJOR STREET
SB LEFT
NB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) c (pcph)
P
28
0
12
0
2
10
18
20
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
c = c - V LOS
R SH
196
241
881
196
240
829
611
686
187
233
881
187
232
829
611
686
>
>
>
>
>
>
247
565
187
233
881
187
232
829
611
686
>
>
>
>
>
>
207
553
160 > D
233 >C C
868 > A
187 > D
230 >A C
819 > A
593
666
A
Aj
IDENTIFYING INFORMATION
JJtiS ?Z EAST/WEST STREET 77~Be;ch"'Ave
?IJ^,10RTH/S0UTK STREET..:: E^fsbtrBlvd DATE AND TIME OF THE ANALYST^ io
OTHER INFORMATION ExlSf^ANVAi' ^2-03-93 ; PM
v^x^j^iiuw.... Existing Volumes, Cypress Av
Peak Hour
Closed
i!!!*5S?i.. UNSIGNALIZED INTERSECTIONS
IDENTIFYING INFORMATION
Page-1
***********
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour -
OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
•
_EB WB NB SB
LEFT I 0 3
THRU 27 12
RIGHT 12 — 0
NUMBER OF LANES
EB^^ WB NB SB
LANES T~~ 7
1
ADJUSTMENT FACTORS Page-2'
PERCENT RIGHT TURN CURB RADIUS (ft).
GRADE ANGLE FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND 0.00
NORTHBOUND
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
.O
o
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
SB 5.50
EB 5.00
SB 6.50
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.00
6.50
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5. 50
5. 00
6.50
NAME OF THE EAST/WEST STREET Beech Ave
°^ NORTH/SOUTH STREET Garfield St
DATE AND TIME OF THE ANALYSIS 12-03-93 • AM Peak Hnn>.
OTHER INFORMATION.... Existing Volumes? cJ^r4sfAvS cio5S
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pc:ph)
P M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C = c — V LOS
R SH
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
3 874 873
0 999 999
1 1000 1000
> 873
> 873
> 999
lOOO
> 8V0 > A
> 870 >A
> 999 > A
999
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET.... Garfield St
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Existing Volxmes, Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS PafT«»-l ****************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^age^jL
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET..30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
• ____
LEFT 0 0 8
THRU 33 22 —
RIGHT 7 0
NUMBER OF LANES
EB WB NB SB
——— LANES 1 1 1
ADJUSTMENT FACTORS Page-2
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND 0.00
NORTHBOUND
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
O
TABULAR VALUES ADJUSTED SIGHT DIST. (Table 10-2) I^J-OJ.. FINAL
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
SB
EB
5.50
5.00
SB 6.50
IDENTIFYING INFORMATION
VALUE ADJUSTMENT CRITICAL GAP
5.50 O.OO 5.50
5.00 O.OO 5.O0
6.50 O.OO 6.50
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypr4srAvS ClosS
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph)
P M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C = c - V LOS
R SH
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
9
0
862
999
1000
862
999
1000
>
>
>
862 > 853 > A
862 > 853 >A
999 > 999 > A
lOOO 1000
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
?5n'^^°^™/S°^ STREET.... Garfield St
S^^SFS52?^?O«™^ ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION Existing Volumes, Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS Parr*> i
**********************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^gj^j
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
—_. —— —. mm mi
LEFT 0 8 0 20
THRU 1 0 5 14
RIGHT 0 4 9 0
NUMBER OF LANES AND LANE USAGE
EB WB NB SB
LANES 1 1 1 1
LANE USAGE LTR LTR
ADJUSTMENT FACTORS
PERCENT
GRADE
RIGHT TURN
ANGLE CURB RADIUS (ft)
FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% COMBINATION
VEHICLES
0
0
0
0
0
0
0
0
% MOTORCYCLES
O
o
o
o
•^^5^5:?^ y^??^ ADJUSTED SIGHT DIST. FINAL
_l_f_-:f.^°l!L VALUE ADJUSTMENT CRITICAL GAP
MINOR RIGHTS
si i'in 5.50 SB 5.50 5.50 0.00 5.50
MAJOR LEFTS
EB 5.00 5.00 0.00 5.00
^ 5.00 5.00 0.00 5.00
MINOR THROUGHS
s2 f'SS 0-00 6.00 6.00 6.00 0.00 6.00
MINOR LEFTS
sl fiiS f-fS
SB 6.50 6.50 0.00 6.50
IDENTIFYING INFORMATION
nl ^ EAST/WEST STREET777777"BieS"Ave
2™ ™^ NORTH/SOUTH STREET Ocean St
S^^SFSSST?ON^ ANALYSIS..::: ;f!S?.f! AM Peak Hour OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
C = c - V LOS
R SH
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STREET
EB LEFT
WB LEFT
0 893 880 >
6 986 981 > 993
10 1000 1000 >
22 895 882 >
15 988 983 > 921
0 1000 1000 >
0 1000 1000
9 1000 1000
880
981
lOOO
882
983
lOOO
lOOO
lOOO
> 880 > A
> 978 976 >A A
> 990 > A
> 860 > A
> 884 968 >A A
> lOOO > A
lOOO
991
A
A
IDENTIFYING INFORMATION
«™ EAST/WEST STREET 77"Beich"Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
™S '^^^ GF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypr4ssAvJ Closed
UNSIGNALIZED INTERSECTIONS Paae-1 *****************************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^Fage^i
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION I5O00O
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED p„ Peak Hour
OTHER INFORMATION.... Existing Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
~——— _____ LEFT 0 5 0 25
THRU 1 0 15 17
RIGHT 0 10 6 0
NUMBER OF LANES AND LANE USAGE
EB WB NB SB
LANES 1 1 1 1
LANE USAGE LTR
ADJUSTMENT FACTORS
PERCENT
GRADE
RIGHT TURN
ANGLE CURB RADIUS (ft)
FOR RIGHT TURNS
EASTBOUND 0.00 90 20
WESTBOUND 0.00 90 20
NORTHBOUND 0.00 90 20
SOUTHBOUND 0.00 90 20
VEHICLE COMPOSITION
Page-2
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
N
% SU TRUCKS % COMBINATION
—^°_?Y1!_ VEHICLES % MOTORCYCLES
EASTBOUND o «
" 0 O
WESTBOUND O «
" 0 0
NORTHBOUND n n
"0 0
SOUTHBOUND O ^
"0 0
CRITICAL GAPS
'^^^ "^fl^^ °^ST. FINAL
-l_^_!_i°I^ VALUE ADJUSTMENT CRITICAL GAP
MINOR RIGHTS
si s-fn ^-^^ O-OO 5.50 ^® 5.50 5.50 0.00 i:io
MAJOR LEFTS
wi I'nn 0-00 5.0O ^ 5.00 5.00 0.00 5:00
MINOR THROUGHS
SB t'oo t'nn 6'0O ^ 6.00 6.00 0.00 6.00
MINOR LEFTS
si !-fS 6-50 0.00 6.50 6-50 6.50 0.00 6:50
IDENTIFYING INFORMATION
CAPACITY AND LEVEL-OF-SERVICE Page-3
MOVEMENT
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STREET
EB LEFT
WB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
v(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
0
17
7
28
19
0
0
6
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
c = c - V LOS
R SH
887
983
1000
888
988
1000
1000
1000
874
980
1000
873
985
1000
1000
1000
>
>
>
>
>
>
874
986 980
lOOO
873
915 985
lOOO
lOOO
lOOO
> 874 > A
> 962 963 >A A
> 993 > A
> 845 > A
> 869 966 >A A
> 1000 > A
1000 A^
995
IDENTIFYING INFORMATION
2^ 9,1 EAST/WEST STREET777777~Beech~AvI
O^IR^^FI^TXIJ,™' "^^Ilin^-v'i ^2-03-93 ; PM Peak Hour nrw«nAiioN Existing Volumes, Cypress Ave Closed
APPENDiy a
FUTURE BUILDOUT INTERSECTION OPERATIONS ANALYSIS
i*J***S?;**?^^^*^N^2=° INTERSECTIONS , ******************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^P^^^
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 3 0
PEAK HOUR FACTOR 2.
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED AM Peak Hour
OTHER INFORMATION.... Future Volumes, Cypress Ave Open
^^ERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 1 19 0
THRU 0 — 2084 2201
RIGHT 18
NUMBER OF LANES
0 10
_ _EB WB NB
LANES II ~"
SB
2
ADJUSTMENT FACTORS Page-!
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND o.OO
WESTBOUND
NORTHBOUND o.OO
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
r
% SU TRUCKS
AND RV'S % COMBINATION
VEHICLES
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
% MOTORCYCLES
• O
o
o
i
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.50
7. 00
2^ 91 ^ EAST/WEST STREET Mountain~Viiw~Dr
^D^?fM2''5?'/^^ ^^^'r- • • • CaSsbad Ilvd SraL^SpSSS™™^ "^i^^^^^^r-;" 12-03-93 ; AM Peak Hour uiiiER INFORMATION Future Volumes, Cypress Ave Open-
I
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
S™" "^^^ MOVEMENT SHARED RESERVE
MOVEMENT wSr,>,^ S^^GITY CAPACITY CAPACITY CAPACITY
nuvtMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
R SH M SH
MINOR STREET
EB LEFT 1 75
RIGHT 20 290 290 >
MAJOR STREET
NB LEFT 21 145 145
68 > 68 > 67 > E
> 248 > 227 >C
290 > 271 > C
145 124 D
IDENTIFYING INFORMATION
91 ™^ EAST/WEST STREET Mountain Viiw~Dr
nt5^ ?Mn^^°^™/S°U'™ STREET.... Carlsbad Bl^d
SraMFSSJ5T?oM'™^ "^""^^^V;" 12-03-93 7 IS Peak Hour uiMER INFORMATION Future Volumes, Cypress Ave Open
i*****S!?;**?^^l^^^l'12ED INTERSECTIONS
*************^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^Page-^^
IDENTIFYING INFORMATION r
r
AVERAGE RUNNING SPEED, MAJOR STREET.. 3 0
PEAK HOUR FACTOR 1
AREA POPULATION ISOQOO
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-02-1993 ^
TIME PERIOD ANALYZED. pM peak Hour f v
OTHER INFORMATION.... Future Volume, Cypress Ave Open
INTERSECTION TYPE AND CONTROL V
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
It.
LEFT
EB WB
0
NB
25
SB
0 1 THRU 0 2231 2122
RIGHT 16 0 13 r-
i.
NUMBER OF LANES 1-
LANES
EB
1
WB NB
2
SB
2
r-
t
ADJUSTMENT FACTORS Page-2
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
ACCELERATION LANE
FOR RIGHT TURNS
90
90
90
20
20
20
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
O
o
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST,
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5. 50
5. 50
7. OO
91 ^ EAST/WEST STREET Mountain View Dr
°^ ™^ NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-02-1993 ; PM Peak Hour
OTHER INFORMATION.... Future Volume, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE
Page-3 \
,,T«„ POTEN- ACTUAL
5™" "^^^ MOVEMENT SHARED RESPRVT? '
»™ ^pip^. i^tssy i^^ssf c^^f^ssr ^.s ^
? 5J _ R SH ?,
MINOR STREET
EB LEFT 0 75 fiR ^ ^
65 > 65 > 65 > E ^
" 305 305 t 30B t , = ,
MAJOR STREET
NB LEFT 28 145 145
305 > 287 > C r-
145 118 0 |j
^Df^IFYING INFORMATION f
DATE AND TIME OF THE^AL^If 1 * * * ^^''i?^?^ W OTHER INFOMSTION ^tule vAl*;,™ ^2-02-1993 ; PM Peak Hour ~ ^Aiuw Future Volume, Cypress Ave Open
I.
I •
i****5SJ:**Y^^^^^^^^2ED INTERSECTIONS
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET. . 30
PEAK HOUR FACTOR 2.
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Cypress Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy)...... 12-03-93
TIME PERIOD ANALYZED. AM Peak Hour -
OTHER INFORMATION.... Future Volumes, Cypress Ave Open
^^^^ CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT —0
THRU o — 2089 2212
RIGHT 3 — 07
NUMBER OF LANES
LANES 1
EB. WB _ NB SB
2 2'
ADJUSTMENT FACTORS Page-1
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
ACCELERATION LANE
FOR RIGHT TURNS
90
90
90
20
20
20
N
N
N
r
% SU TRUCKS
AND RV'S % COMBINATION
VEHICLES
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
% MOTORCYCLES
O
O
O
r
P
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST.
ADJUSTMENT FINAL
CRITICAL GAP t
iL.
0. 00
0.00
O.OO
5. 50
5. 50
7. 00
4'..
si
91 EAST/WEST STREET Cypress Ave
Stl^ JL^SS^S^^^/SO^ STREET Carlsbad Blvd
°^ ANALYSIS 12-03-93 ; AM Peak Hour OTHER INFORMATION Future Volumes, Cypress Ave Open
r
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED
MOVEMENT S^S.K. S^rtEI^ ^?ACITY ^PACJTY S??Y v(pcph) c (pcph) c (pcph) c (pcph) c = c ± V LOS
P M SH R SH
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
15
3
75
289
145
74
289
.145
> 74 > 59 > E
> 85 > 66 >E
> 289 > 286 > C
2,45 142
IDENTIFYING INFORMATION
if S**5S?;*^SSf JS?tiJ?!?*i^^^ECTioNs
*****************^,,,,,,^^^^^^^^^^^^^^^^^ p
IDENTIFYING^INFORMATION *********** |,
AVERAGE RUNNING SPEED, MAJOR STREET. . 30 £
PEAK HOUR FACTOR
AREA POPULATION f
150000 t
NAME OP THE ^^^^ Cypress Ave F
NAME OP THE KORTH/SODTH STPEET c«lsba. Blvd ^
NAME OF THE ANALYST..
cdw SP
DATE OF THE ANALYSIS (mm/dd/yy) i2_03-93 ^
TIME PERIOD ANALYZED.. . ™, f«
RM Peak Hour §
O^R INFORMATION.... Future Volumes, Cypress Ave Open ^
INTERSECTlON__TYPE AND CONTROL f?
INTERSECTION TYPE: T-INTERSECTION ^
MAJOR STREET DIRECTION: NORT«/SOUTH "
CONTROL TYPE EASTBOUND: STOP SIGN ^
TRAFFIC VOLUMES
LEFT
_EB WB
13 -Z~
NB
5
SB
0
THRU 0 2243 2132
RIGHT 13 0 6
NUMBER OF LANES
LANES
EB
1
WB NB
2
SB
2
L
I I.
4
ADJUSTMENT FACTORS
Page-2
^G^IT "^^S?.™^ CURB RADIUS ANGLE FSrRjSS''?uii?|^ ^^E
EASTBOUND n no" ---f-l^f_ ^^IGHT TURNS
"•uo 90 20
WESTBOUND ^
NORTHBOUND o.OO
SOUTHBOUND o.OO
VEHICLE COMPOSITION
90
90
20
20
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
% COMBINATION
_^__VEHICLES % MOTORCYCLES
0
0
0
0
MINOR RIGHTS
TABULAR VALUES
(Table 10-2)
MAJOR LEFTS
MINOR LEFTS
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST.
ADJUSTMENT
0. 00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.50
7.0O
S °' ^ ^^S^li^'^^"• • • ~^"-~Ave-
DAra AND TIME OP THE MA?^f •" ' * farlsbad Blvd
CAPACITY AND LEVEL-OF-SERVICE Page-3 p
MOVEMENT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v.(pcph) c (pcph) c (pcph)
p M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C = C - v LOS
R SH
MINOR STREET
EB LEFT
RIGHT
MAJOR STREET
NB LEFT
14
14
75
304
145
73
304
145
>
>
>
118
73 >
>
304 >
145
59 > E !•
90 >E
290 > C
140
IDENTIFYING INFORMATION V
————
NAME OF THE EAST/WEST STREET Cypress Ave
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION Future Volumes, Cypress Ave Open
I-
HCM: SIGNALIZED INTERSECTION SUMMARY
^===:====^===^f^g^ Eor Microcomputers In Transportation
"Kys?: ^m^^ ^"^^^ lN:i7==snis:rirrd
rea Type: Other ^
Cornment^ Future Voj^es. Cypress Ave Open"'"^^ ''^^^
12-03-19 93
•Ari
No. Lanes
Volumes
PHF or PK15
Lane Width
Grade
% Heavy Veh
Parking
Bus Stops
Con. Peds
Fed Button
Arr Type
RTOR Vols
Prop. Share
Prop. Prot.
Assign Perm
Eastbo\and
L T R
> 1 <
7 18
0.95 0.95 0.95
12.0
0
2 2
(Y/N) N
(Y/N)
3
0
O
0
0
15.0 s
3 3
0
0
Westbound
LTR
> 1 <
114
0.95 0.95 0.95
12.0
0
2 2
(Y/N) N
(Y/N) Y 15.0
3 3
0
0
Northbound
L T R
1 2 <
12 2081 5
0.95 0.95 0.95
12.0 12.0
0
2 2
(Y/N) N
(Y/N)
3
0
0
Y 11.5
3
O
O
s
3
O
O
Southbotand
L T R
1 2 <
11 2206
0.95 0.95 <
12.0 12.0
0
2 2
(Y/N) N
(Y/N) Y 11
3 3
8
95
0
0
0
0
0
0
Phase Combination i EB Left
Thru
^ Right
^ Peds
^fB Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow/A-R
Lost Time
*
*
*
*
*
*
*
*
Signal Operations
2 3 4
'NB
15. OA
5.0
3.0 Cycle Length: l2o'o «s*.o<sc>,»«« « x.. ^ T^^^ Time 3.0 Z j-^^^o^secsPhase combination order: #l #5
Left
Thiru
Right
Peds
Left
Thru
Right
Peds
Right
Right
Green 95. OA
Yellow/A- 5.0
Lost Time 3.0
on order: #l #5
SB
EB
WB
5
*
*
*
*
*
*
*
*
8
CB
UB
»B
SB
LTR
LTR
L
TR
L
TR
210
2 04
60
2881
60
2881
Adj Sat
Flow
1479
1443
74
3564
74
3564
v/c
Ratio
0.08
0.03
0.22
0.80
0.20
0.85
g/c
Ratio Delay LOS Approacti:
Delay LOS
0.14 28.9 D
0.14 28.7 D
0.81 2.3 A
0.81 5.1 B
0.81 2.2 A
0.81 6.1 B
28.9
28.7
5.0
6.1
D
D
A
B 3564 0.85 0.81 6 1 B ^'^ ^
HCM: SIGNALIZED INTERSECTION SUMMARY
Center For Microcomputers In Transportation
12-03-1993
Streets: (E-W) Beech Ave (N-S) Carlsbad Blvd
Analyst: CDW
Area Type: Other 12-3-93 PM Peak
Comment: Future Voltames, Cypress Ave Open
No. Lanes
Volumes
PHF or PK15
Lane Width
Grade
% Heavy Veh
Parking
Bus stops
Con. Feds
Ped Button
Arr Type
RTOR Vols
Prop. Share
Prop. Prot.
Assign Perm
Eastbound
LTR
> 1 <
12 1 6
0.95 0.95 0.95
12.0
0
2 2 2
(Y/N) N
0
0
(Y/N) y 15.0 S
3 3 3
0
0 0
Westbound
LTR
> 1 <
12 9
0.95 0.95 0.95
12,
2
(Y/N) N
(Y/N) Y
3
0
0
2
15.0
3
Northbound
LTR
1 2 <
13 2227
0.95 0.95
12.0 12.0
0
2 2
(Y/N) N
4
95
(Y/N)
3
11.5
3
O
O
S
3
O
O
Southbound
LTR
1 2 -
16 2131
0.95 0.95
12.0 12.0
0
2 2
(Y/N) N
(Y/N) Y 11,
3 3
8
95
0
0
0
0
f"
Phase Combination
EB Left
Thru
Right
Peds
Left
Thru
Right
Peds
Right
Right
Green 15,
Yellow/A-R 5
Lost Time 3
Cycle Length: 120
WB
NB
SB
1
*
*
*
*
*
*
*
*
OA
0
0
0
Signal Operations
2 3 4
Left
Thru
Right
Peds
Left
Thru
Right
Peds
Right
Right
Green 95. OA
Yellow/A- 5.0
Lost Time 3.0
secsPhase combination order: #1 #5
NB
SB
EB
WB
5
*
*
*
*
*
*
*
*
8
I-
Lane Group: Adj Sat V/c g/c
Ratio Mvmts Cap Flow Ratio
g/c
Ratio Delay
'————— ———
EB LTR 217 1533 0.09 0.14 28.9
WB LTR 202 1423 0.06 0.14 28.8
NB L 60 74 0.23 0.81 2.4
TR 2881 3564 0.86 0.81 6.3
SB L 60 74 0.28 0.81 2.9
TR 2881 3564 0.82 0.81 5.4
LOS
D
D
A
B
A
B
Approach:
Delay LOS
28.9
28.8
6.3
5.4
Intersection Delay = 6.0 sec/veh Intersection LOS
Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.742
D
D
B
B
B
i*****J!?L*??fJ^S^JZED INTERSECTIONS
IDENTIFYING INFORMATION
*****************^^JJJJ;i
30
1
150000
Beech Ave
Garfield St
cdw
12-03-93
AVERAGE RUNNING SPEED, MAJOR STREET.
PEAK HOUR FACTOR
AREA POPULATION
NAME OF THE EAST/WEST STREET
NAME OF THE NORTH/SOUTH STREET.
NAME OF THE ANALYST.
DATE OF THE ANALYSIS (mm/dd/yy)
TIME PERIOD ANALYZED AM T> v „
AM Peak Hour
OTHER INFORMATION FiH-i.-r-^ Tr^i
-^J-ioN Future Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB
LEFT 1 0
THRU 12 9
SB
3
12 RIGHT
NUMBER OF LANES
EB WB
LANES ~" ~"
NB SB
1
ADJUSTMENT FACTORS Page
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION IANF
^GRADE ANGLE FOR RIGHT TURNS ^ Foi RKHT ?u^
EASTBOUND 0.00
WESTBOUND 0.00
NORTHBOUND
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
ir-
t
f
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
O t
i..
TABULAR VALUES
(Table 10-2)
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
SB 5.50
EB 5.00
SB 6.50
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.00
6.50
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5. 50
5. 00
6.50
NAME OF THE EAST/WEST STREET Beech Ave
?Mn'^T.rS°^™/^°^ STREET.... Garfield St
S^R^SFo^SfrpSL*™ ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Future Volumes, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE
Page-3
MOVEMENT
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
POTEN- ACTUAL
v(pcph, c_(pcph, ^(^^ c^f^i^S^ c'^r^^ X^S
SH R sjj
3
0
M
892
999
891
999
1000 1000
> 891 > 888 >A
> 999 > >
lOOO 999
IDENTIFYING INFORMATION
OTHEH XNPORMATION^.^JS^SI^^Voiiies^rS^ILi ^e"S|2„«°«
NUMBER OF LANES
EB WB NB SB
LANES 1 1 II i"
r
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
__ ^
AVERAGE RUNNING SPEED, MAJOR STREET.. 30 ^
PEAK HOUR FACTOR 1 fv
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave |^
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST cdw |:
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour 1
OTHER INFORMATION Future Vol\imes, Cypress Ave Open ^
INTERSECTION TYPE AND CONTROL h-
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN f
TRAFFIC VOLUMES |:
EB WB NB SB j~
LEFT 0 0 — 8
THRU 15 17 — n
RIGHT 7 0 ^
1
ADJUSTMENT FACTORS
Page-2
^?S?J^S'^ TURN CURB RADIUS (ft) __GRADE ANGLE FOR RIGHT TURNS
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
0.00
0.00
0.00
90
90
90
VEHICLE COMPOSITION
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
O
TABULAR VALUES
(Table 10-2)
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
SB 5.50
EE 5.00
SB 6.50
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.00
6.50
SIGHT DIST,
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5.00
6.50
tl ^ ^^^Tr^~~¥^WF^
DATE AMD TIKE THE^AIM? 1 " ' " ?;''£^'"
OTHER I»FOPM;,TlSN^.*?S^2|^^va»e^r2J;?Isi l!Je"SSn"°"
CAPACITY AND LEVEL-OF-SERVICE Page-'
MOVEMENT
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
POTEN- ACTUAL
FLOW- TIAL MOVEMENT
RATE CAPACITY CAPACITY
v(pcph) c (pcph) c (pcph)
p M
9
0
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
c = c - V LOS
R SH
885
999
1000
885
999
1000
> 885 > 876 > A
> 884 > 876 >A
> 999 > 999 > A
lOOO 1000
r-
L
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
°^ ^E NORTH/SOUTH STREET Garfield St
S^u^5v3S5S °^ ™ ANALYSIS 12-03-93 ; PM Peak Hour
OTHER INFORMATION Future Volumes, Cypress Ave Open
E
L
4
i****2S!?;**Y?!f?*^^^2:ED INTERSECTIONS
*******************.,,,,,,,,,,,,^^^^^^^^^^^^^^^^^^^^^^^^^p ,
fDf^lfYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR ^
AREA POPULATION
150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST...
•.. cdw
DATE OP THE ANALYSIS (»/dd/yy, 12-03-93
TIME PERIOD AKAIYZED ^ p,,^
OTHER INFORMATION T^iH-m-^^ TT i
-^x±oN.... Future Volumes, Cypress Ave Open
INTERSECTION^TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
0 ~"s ""o 'I
10 5 14
RIGHT 0 19 0
NUMBER OF LANES AND LANE USAGE
-._ ^ NB SB
LANES 1 " r""
1 1 1 1
LANE USAGE LTR LTR
ADJUSTMENT FACTORS Page-1
RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
0.00
0.00
0.00
0.00
VEHICLE COMPOSITION
90
90
90
90
20
20
20
20
N
N
N
N
r
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
0
0
% COMBINATION
VEHICLES
0
0
0
0
% MOTORCYCLES
O
o
o
o
f
i
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
-l™"^® 10-2)^ VALUE ADJUSTMENT CRITICAL GAP I
MINOR RIGHTS ~
NB 5.50 5.50 0.00 5.50 f
SB 5.50 5.50 O.OO 5.50 J
MAJOR LEFTS
EB 5.00 5.00 0.00 5.00 F
**B 5.00 5.00 0.00 5.00 U
MINOR THROUGHS
NB 6.00 6.00 0.00 6.00 F
SB 6.00 6.00 0.00 6.00 i-
MINOR LEFTS
NB 6.50 6.50 0.00 6.50 \
SB 6.50 6.50 0.00 6.50 ^
IDENTIFYING INFORMATION rr-
S™ 9^ EAST/WEST STREET Beech~Ave
2^JS NORTH/SOUTH STREET Ocean St
S^R^SFoliJSn,?^'™ ANALYSIS.. 12-03-93 ; AM Peak Hour T OTHER INFORMATION Future Volumes, Cypress Ave Open
CAPACITY AND LEVEL-OF-SERVICE
Page-3
MOVEMENT
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STREET
EB LEFT
WB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) c (pcph)
P
0
6
10
6
15
0
0
9
ACTUAL
MOVEMENT
CAPACITY
c (pcph)
M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
c = c: - v LOS
R SH
896
990
1000
897
990
1000
1000
1000
883
984
1000
884
985
1000
1000
1000
>
>
>
>
>
>
883
994 984
lOOO
844
956 985
lOOO
>
>
>
>
>
>
883 > A
979 9 7 9 >A A
990 > A
8T8 > A
935 9 6 9 >A A
lOOO > A
lOOO
1000 lOOO
991
A
A
ffYING INFORMATION
N^Yii'iii^^s^g^i^^
AND TIME OF ra?^A!?f?r* ' * * ^t OTHER INFORMATIONT!".^-^?^-^^^^^ ^e^S^n"°-
1-
m 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
_ p
AVERAGE RUNNING SPEED, MAJOR STREET. .30
PEAK HOUR FACTOR 1 m
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave ^
NAME OF THE NORTH/SOUTH STREET Ocean St
NAME OF THE ANALYST. . . . . cdw ^
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour H
OTHER INFORMATION Future Volumes, Cypress Ave Open
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG if/j^
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN K
CONTROL TYPE SOUTHBOUND: STOP SIGN
I'-
TRAFFIC VOLUMES
EB . WB NB SB 0
LEFT 0 5 0 7 p
THRU 1 0 15 17
RIGHT 0 5 6 0 i
L
NUMBER OF LANES AND LANE USAGE
f'
k
EB WB NB SB
LANES I~" I" i~" f
LANE USAGE LTR LTR
1
AIXruSTMENT FACTORS
Page-2
EASTBOUND
GRADE ANGLE
EASTBOUND 90
WESTBOUND 0.00 90
NORTHBOUND 0.00 90
SOUTHBOUND 0.00 90
VEHICLE COMPOSITION
20
20
20
20
ACCELERATION LANE
^FOR RIGHT TURNS
N
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
0
0
% COMBINATION
VEHICLES
0
0
0
0
% MOTORCYCLES
O
o
o
O
MINOR RIGHTS
TABULAR VALUES
(Table 10-2)
NB 5.50
SB 5.50
MAJOR LEFTS
EB 5.00
WB 5.00
MINOR THROUGHS
NB
SB 6.00
6.00
MINOR LEFTS
NB 6.50
SB 6.50
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
5.00
5.00
6.00
6.00
6.50
6.50
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5. 50
5.00
5.00
6.00
6.00
6.50
6.50
ol ^ M^JilSri^i^-• •'"F*"^-
DATE AND TIME OT THE^A!^!^" '"' ^*
OTHEH lNFo™OK^.*^^|^3--i^J^-03-,3^, ^ PejX^Hour
CAPACITY AND LEVEL-OF-SERVICE » Page-3
POTEN-ACTUAL
FLOW-TIAL MOVEMENT SHARED RESERVE
MOVEMENT RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) C = C - V LOS
P M SH R SH
MINOR STREET
NB LEFT 0 892 879 > 879 > 879 > A THROUGH 17 988 985 > 989 985 > 966 969 >A A
RIGHT 7 1000 1000 > lOOO > 993 > A
MINOR STREET
SB LEFT 8 891 875 > 875 > 867 > A
THROUGH 19 991 988 > 952 988 . > 926 969 >A A
RIGHT 0 1000 1000 > lOOO > 1000 > A
MAJOR STREET
EB LEFT 0 1000 1000 1000 1000 A
WB LEFT 6 1000 1000 1000 995 A
£••••
I.
IDENTIFYING INFORMATION %.
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St f-
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour 4
OTHER INFORMATION Future Volumes, Cypress Ave Open
i**L5?S?;**S?SIGNALIZED INTERSE
******************^^^^^^^^^^^^^^^^^^ p
^°f!!!f!™LlNF0RMATION ****************
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR
AREA POPULATION
150000
IZ oT™' -
NAME OP THE NORTH/SOOTH STREET carlsW Blv.^
NAME OF THE ANALYST.
cdw
DATE OF Tm ANALYSIS (mm/dd/yy) 12-02-1993
TIME PERIOD ANALYZED..
AM Peak Hour
OTHER INFORMATtnM T?, 4. INTERSECTir^ ^""'"^^^' "^"^^^ INTERSECTION^TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION '
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN
TRAFFIC VOLUMES
LEFT
EB
1
WB NB
19
SB
0
THRU 0 — 2084 2194
RIGHT 20 — 0 17
NUMBER OF LANES
!L. WB . NB SB
LANES ,
•" 2 2
ADJUSTMENT FACTORS Page-^P^'
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS
ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOUND
NORTHBOUND 0.00
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
I
% SU TRUCKS
AND RV'S
% COMBINATION
VEHICLES
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
0
0
% MOTORCYCLES
O
o
o
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
EB 5.50
NB 5.50
EB 7.00
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.50
7.00
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL
5.50
5.50
7.00
GAP
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
DATE AND TIME OF THE ANALYSIS 12-02-1993 ; AM Peak Hour
OTHER INFORMATION Future Volumes, Cypress Ave Closed
5..
CAPACITY_AND^LEVEL-OF-SERVICE
Page-3
POTEN-ACTUAL FLOW— TTAT
MOVEMENT 5^^=. CA^CITY ^f?? "^^^
MINOR STREET EB LEFT 1 75 68 > 6S ^
RIGHT r>r> ^ > 251 ^ 67 > E
22 290 290 > 290 t >C
MAJOR STREET 26S > c
NB LEFT 21 145 145 12 4
IDENTIFYING INFORMATION
IS
O-H INPORMAxf^ ---SIS.
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 r-
IDENTIFYING INFORMATION
• f=-
AVERAGE RUNNING SPEED, MAJOR STREET. .30 *~
PEAK HOUR FACTOR 1 1'
AREA POPULATION 150000 '
NAME OF THE EAST/WEST STREET.. Mountain View Dr |^
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd
NAME OF THE ANALYST cdw ^
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour H
OTHER INFORMATION Future Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL P
NUMBER OF LANES
INTERSECTION TYPE: T-INTERSECTION flT
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE EASTBOUND: STOP SIGN 1
TRAFFIC VOLUMES |r
EB WB NB SB ^
LEFT o __ 25 0 t<i
THRU o — 2231 2116 p;
RIGHT 24 — 0 19 ^
\
EB WB . NB SB f
LANES 1 — 2 2
AEUUSTMENT FACTORS
Page-2
l^of ^^t^r^ ^ ^°1US (ft) --_rzf ANGLE FOR RIGHT TURNS
0. 00 EASTBOUND
WESTBOUND
NORTHBOUND Q. oo
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% COMBINATION
VEHICLES % MOTORCYCLES
0
0
0
0
O
O
MINOR RIGHTS
Ii_ _VALUE AEVJUSTMENT CRITICAL GAP
MAJOR LEFTS
MINOR LEFTS
EB
NB
5.50
5.50
EB 7.00
IDENTIFYING INFORMATION
5.50
5.50
7.00
0.00
0.00
0.00
5. SO
5.50
7. OO
DATE AND TIME OP TH? iSii ?J?5f^ Carlsbad Blvd
CAPACITY AND LEVEL-OF-SERVICE , Page-3 r
I
POTEN- ACTUAL r
FIX)W- TIAL MOVEMENT SHARED RESERVE *•
RATE CAPACITY CAPACITY CAPACITY CAPACITY '
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
P M SH R SH W. ^
MINOR STREET
f
EB LEFT 0 75 65 > 65 > 65 > E 1
«T^T„r, > 305 > 278 >C
RIGHT 26 305 305 > 305 > 278 > C 5^
MAJOR STREET I.
NB LEFT 28 145 145 145 118 D fir
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Mountain View Dr
NAME OF THE NORTH/SOUTH STREET Carlsbad Blvd W
DATE AND TIME OF THE ANALYSIS 12-03-93 7 PM Peak Hour ^
OTHER INFORMATION Future Volumes, Cypress Ave Closed
I
HCM: SIGNALIZED INTERSECTION SUMMARY
==========.^^gf^f For Microcomputers in Transportation 12-03-19 9 3
(N-S) Carlsbad Blvd
Utreets: (E-W) Beech Ave' •halyst: CDW
Area Type: Other
C^ent^^^ture_Voi„„es. Cypress Ave clo^d'" ^^"^
No. Lanes
Volumes
PHF or PK15
Lane Width
Grade
% Heavy Veh
Parking
Bus Stops
Con. Peds
Ped Button
Arr Type
RTOR Vols
Prop. Share
Pro^. Prot.
Assign Perm
Eastbound
L T R
> 1 <
„ 21 1 9
0-95 0.95 0.95
12.0
0
,2 2 2
(Y/N) N
0
(Y/N) Y 15.0 s
3 3 3
0
Westbound
LTR
> 1 <
« ^ 14
0.95 0.95 0.95
12.0
0
2 2 2
(Y/N) N
0
(Y/N) Y 15.0 s
3 3 3
0
0 0
Northbound
L T R
1 2 <
15 2076 5
0.95 0.95 0.95
12.0 12.0
0
2 2 ;
(Y/N) N
(Y/N) Y 11.5
3 3
O
O
s
3
O
O
Southbound
L T R
1 2 <
11 2205 8
0.95 0.95 0.95
12.0 12.0
0
2 2 2
(Y/N) N
0
(Y/N) Y 11.5°
3 3 3
0
0 0
Phase Combination i
EB Left
Thru
t Right
Peds
Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow/A-R
Lost Time
*
*
*
*
*
*
*
*.
Signal Operations 2 3 4
'NB
15. OA
5,0
3.0
Cycle Length: 1201 o secsPha<5o o««v.^ 4. ^i™® 3.0 -l___lffl combination order: #1 #5
SB
EB
WB
5
*
*
*
*
*
*
*
Left
Thru
Right
Peds
Left
Thru
Right
Peds *
Right
Right
Green 95. OA
Yellow/A- 5.0
Lost Time 3.0
on order: #1 #5
8
EB
WB
NB
SB
__Z? Fl°^ Ratio Ratio Delay
LTR
LTR
L
TR
L
TR
217
204
60
2881
60
2881
LOS
1533
1443
74
3564
74
3564
0.15
0.03
0.27
0.80
0.20
0.85
Approacli:
Delay LOS
0.14
0.14
0.81
0.81
0.81
0.81
29.2
28.7
2.7
5.0
2.2
6.1
29.2
28.7
5.0
6.1 .oox 3564 0.85 0.81 6 1 R ^
D
D
A
B
B
HCM: SIGNALIZED INTERSECTION SUMMARY
Center For Microcomputers In Transportation
12-03-1993
Streets: (E-W) Beech Ave (N-S) Carlsbad Blvd
Analyst: CDW File Name: L3PMD.HC9
Area Type: Other 12-3-93 PM Peak
Comment: Future Volumes, Cypress Ave Closed
No. Lanes
Volumes
PHF or PK15
Lane Width
Grade
% Heavy Veh
Parking
Bus Stops
Con. Peds
Ped Button
Arr Type
RTOR Vols
Prop. Share
Prop. Prot.
Assign Perm
Eastbound
LTR
> 1 <
25 1
0.95 0.95 (
12.0
0
2
11
,95
2
(Y/N)
(Y/N)
3
N
15.0
3
0
0
s
3
0
0
Westbound
LTR
> 1 <
12 9
D.95 0.95 0.95
12.0
0
2 2 2
(Y/N) N
(Y/N)
3
15.
3
Northbound
LTR
1
18
0.95
12.0
2
(Y/N)
2 <
2225
0.95 (
12.0
0
2
N
4
95
(Y/N)
3
11.5
3
O
O
s
3
O
o
Southbound
LTR
1 2 <
16 2126
0.95 0.95
12.0 12.0
0
2 2
(Y/N) N
8
95
0
0
(Y/N) Y
3
11.5
3 3
0
0
IT I
r
Phase Combination 1
EB Left *
Thru *
Right *
Peds *
WB Left *
Thru *
Right *
Peds *
NB Right
SB Right
Green 15. OA
Yellow/A-R 5.0
Lost Time 3.0
Cycle Length: 120.0
Signal Operations
2 3 4
Left
Thiru
Right
Peds
Left
Thru
Right
Peds
Right
Right
Green 95. OA
YellowyfA- 5.0
^Lost Time 3.0
secsPhase combination order: #1 #5
NB
SB
EB
WB
5
*
*
*
*
*
*
*
*
8
Lane Group: Adj Sat v/c g/c Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS 1
EB LTR 217 1533 0.18 0.14 29.3 D 29.3 D
WB LTR 202 1423 0.06 0.14 28.8 D 28.8 D '.
NB L 60 74 0.32 0.81 3.3 A 6.3 B j.
TR 2881 3564 0.85 0.81 6.3 B
SB L 60 74 0.28 0.81 2.9 A 5.4 B
TR 2881 3564 0.82 0.81 5.4 B (
Intersection Delay = 6.1 sec/veh Intersection LOS = B
Lost Time/Cycle, L 6.0 sec Critical v/c(x) = 0.754
i****?J?;**SSfJS?JiJ^S*Jr^^ECTioNs
******************,,,,^^^^^^^^^^^^^^^^^^^^ Page-1
fDf^IFYING__lNFORMATION ***********
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR ^
AREA POPULATION
150000
NAME OP THE EAST/«EST STREET Beech Ave
NAME OF THE NORTH/SOUTH S^EET Garfield St
NAME OP THE ANALYST.
cdw
DATE OF THE ANALYSIS (mm/dd/yy) ^2-03-93
TIME PERIOD ANALYZED ^« « ,
AM Peak Hour
OTHER INFORMATION Piil-„>.« -tr 1
x-LON.... Future Volumes, Cypress Ave Closed
INTERSECTION^TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB
LEFT 1 Q
SB
3
THRU 27
RIGHT
12
12
NUMBER OF LANES
EB WB
LANES I'" Y NB SB
1
ADJUSTMENT FACTORS Page-i
PERCENT RIGHT TURN CURB RADIUS (ft)
GRADE ANGLE FOR RIGHT TURNS ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00
WESTBOXJND O.OO
NORTHBOUND
SOUTHBOUND 0.00
VEHICLE COMPOSITION
90
90
90
20
20
20
N
N
N
r
fT
I:
% SU TRUCKS
AND RV'S
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
o F
V
i:.
MINOR RIGHTS
MAJOR LEFTS
MINOR LEFTS
TABULAR VALUES
(Table 10-2)
SB 5.50
EB 5.00
SB 6.50
IDENTIFYING INFORMATION
ADJUSTED
VALUE
5.50
5.00
6.50
SIGHT DIST.
ADJUSTMENT
0.00
0.00
0.00
FINAL
CRITICAL GAP
5.50
5. 00
6.50
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION Future Volumes, Cypress Ave Closed
CAPACITY AND LEVEL-OF-SERVICE
Page-3
MOVEMENT
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
ITT or, POTEN- ACTUAL
R^r riti'r^Trpv MOVEMENT SHARED
KATE CAPACITY CAPACITY CAPACT«rv
v(pcph) c (pcph) c (pcph) c^pcpS)"
P M SH
3
0
874
999
1000 1000
RESERVE
CAPACITY
C = c — V LOS
R SH
873 >
999 >
^ n-7-j ^ S70 > A > 873 > 870 >A
999 > > ^
lOOO 999
IDENTIFYING^INFORMATION
OTHER INFO^T?0N ^tSJ^vAl*; * ^2-03-93 ; AM Peak Hour ->«Aj.ioN Future Volumes, Cypress Ave Closed
1985 HCM: UNSIGNALIZED INTERSECTIONS FagWl
********itit****-k****it*******it *******************
IDENTIFYING INFORMATION
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR 1
AREA POPULATION 150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Garfield St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour
OTHER INFORMATION Future Volvmes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 0 0 8
THRU 33 22 __
RIGHT 7 0
NUMBER OF LANES
EB WB NB SB
LANES 1 1 1
ADJUSTMENT FACTORS
Page-2
GRADE ANGLE FOR RIGHT TURNS' '^gSfSS'" E?P-?^?_^US (ft)
EASTBOUND o.OO
WESTBOUND o.OO
NORTHBOUND
SOUTHBOUND 0. 00
VEHICLE COMPOSITION
90
90
90
20
20
20
ACCELERATION LANE
FOR RIGHT TURNS
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
% COMBINATION
VEHICLES
0
0
% MOTORCYCLES
O
o
MINOR RIGHTS
TABULAR VALUES
(Table 10-2) ADJUSTED
VALUE SIGHT DIST.
ADJUSTMENT FINAL
CRITICAL GAP
SB
MAJOR LEFTS
5.50 5.50 O.OO 5.50
EB
MINOR LEFTS
5.00 5.00 O.OO 5. OO
SB 6.50
IDENTIFYING INFORMATION
6.50 O.OO 6. 50
oTHE« INPOPMXTISK!^ .*?StSli^vcii;eirS^«si l!!e^??Ss^r
CAPACITY AND LEVEL-OF-SERVICE Page-3 T
MOVEMENT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) C (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
C (pcph)
SH
RESERVE
CAPACITY
C = c - V LOS
R SH
MINOR STREET
SB LEFT
RIGHT
MAJOR STREET
EB LEFT
9
0
862
999
1000
862
999
1000
>
>
>
862
862
999
lOOO
>
>
>
853
853 > A
>A
999 > A
1000
IDENTIFYING INFORMATION [
NAME OF THE EAST/WEST STREET Beech Ave '
NAME OF THE NORTH/SOUTH STREET Garfield St
SJtSr,^2x.SiJ!f °^ ™^ ANALYSIS 12-03-93 ; PM Peak Hour i,
OTHER INFORMATION Future Volumes, Cypress Ave Closed
c •
V
i****2J!f;**2?fJS?^JZfD INTERSECTIONS
****************,,,,,^,,,^^^^^^^^^^^^^^^^^ p
5 DENTIFYING_^ INFORMATION *********
AVERAGE RUNNING SPEED, MAJOR STREET.. 30
PEAK HOUR FACTOR
1
AREA POPULATION
150000
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET ocean St
NAME OF THE ANALYST..
cdw
DATE OF THE ANALYSIS (mm/dd/yy) ,2-03-93
TIME PERIOD ANALYZED ^„ „
AM Peak Hour
OT^R INFORMATION.... ^.^^ ...^^^
INTERSECTION_TYPE AND CONTROL
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
WB NB SB
LEFT "o fl ^
" 8 0 20
^H^U 10 5 14
RIGHT O 4 9 0
~?f-.2!_5^?ff_AND LANE USAGE
^ NB SB
LANES 1 "—
^ 1 1
LANE USAGE
LTR LTR
ADJUSTMENT FACTORS Page
PERCENT
GRADE
RIGHT TURN
ANGLE
CURB RADIUS (ft)
FOR RIGHT TURNS
ACCELERATION LANE
FOR RIGHT TURNS
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
r
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
EASTBOXJND 0 0 0 it-•
WESTBOUND 0 0 0 u
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
TABULAR VALUES ADJUSTED
(Table 10-2) VALUE
SIGHT DIST.
ADJUSTMENT
FINAL
CRITICAL GAP
MINOR RIGHTS
NB
SB
5.50 5.50
5.50 5.50
0.00
0.00
5.50
5.50
MAJOR LEFTS
EB
WB
5.00 5.00
5.00 5.00
0.00
0.00
5.00
5.00
r-
MINOR THROUGHS
NB
SB
6.00 6.00
6.00 6.00
0.00
0.00
6.00
6.00
r"
t
MINOR LEFTS
NB
SB
6.50
6.50
6.50
6.50
0.00
0.00
6.50
6.50
IDENTIFYING INFORMATION
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET Ocean St
DATE AND TIME OF THE ANALYSIS 12-03-93 ; AM Peak Hour
OTHER INFORMATION.... Future Volumes, Cypress Ave Closed
CAPACITY AND LEVEL-OF-SERVICE
Page-3
MOVEMENT
MINOR STREET
NB LEFT
THROUGH
RIGHT
MINOR STREET
SB LEFT
THROUGH
RIGHT
MAJOR STREET
EB LEFT
WB LEFT
POTEN-
FLOW- TIAL
RATE CAPACITY
V(pcph) c (pcph)
P
0
6
10
22
15
0
0
9
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
c (pcph)
SH
RESERVE
CAPACITY
C = c — V LOS
R SH
893
986
1000
895
988
1000
1000
lOOO
880
981
1000
882
983
1000
1000
1000
>
>
>
>
>
>
880
993 981
lOOO
882
921 983
lOOO
lOOO
lOOO
>
>
>
>
>
>
978
880 > A
976 >A A
990 > A
860 > A
884 9 68 >A A
lOOO > A
lOOO
991
A
A
IDENTIFYING INFORMATION
StiS 91 ^^T/WEST"sTREET7777r7~B;ech"Av; NAME OF THE NORTH/SOUTH STRVVV ^Z.
DATE AND TIME OF THE ANALYsff ' * * OTHER INFORMATION ^StufJ vAl',™ ^^-03-93 ; AM Peak Hour xvnAj.j.uN Future Volumes, Cypress Ave Closed
I:;
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
*************4c.|r**«*4(4r **************************************** *****«««
IDENTIFYING INFORMATION _ _
AVERAGE RUNNING SPEED, MAJOR STREET.. 30 fe-
PEAK HOUR FACTOR 1 K-
AREA POPULATION 150000 -
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET. Ocean St
NAME OF THE ANALYST cdw
DATE OF THE ANALYSIS (mm/dd/yy) 12-03-93
TIME PERIOD ANALYZED PM Peak Hour
OTHER INFORMATION.... Future Volumes, Cypress Ave Closed
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: 4-IiEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
EB WB NB SB
LEFT 0 5 0 25
THRU 1 0 15 17
RIGHT 0 10 6 0
NUMBER OF LANES AND LANE USAGE e
EB WB NB SB
LANES 1 1 1 1
LANE USAGE LTR LTR
r
\ .
ADJUSTMENT FACTORS
Page-2
EASTBOUND
GRADE ANGLE
EASTBOUND 0.00 90
WESTBOUND 0.00 90
NORTHBOUND 0.00 90
SOUTHBOUND 0.00 90
VEHICLE COMPOSITION
ACCELERATION LANE
FOR RIGHT TURNS
20
20
20
20
N
N
N
N
EASTBOUND
WESTBOUND
NORTHBOUND
SOUTHBOUND
CRITICAL GAPS
% SU TRUCKS
AND RV'S
0
0
0
0
% COMBINATION
VEHICLES
0
0
0
0
% MOTORCYCLES
. O
O
o
o
MINOR RIGHTS
TABULAR VALUES
(Table 10-2)
NB 5.50
SB 5.50
MAJOR LEFTS
EB 5.00
WB 5.00
MINOR THROUGHS
NB
SB
MINOR LEFTS
6.00
6.00
NB 6.50
SB 6.50
ADJUSTED
VALUE
5.50
5.50
5.00
5.00
6.00
6.00
6.50
6.50
SIGHT DIST.
ADJUSTMENT
0.00
O.OO
f^f^IfYING INFORMATION
o.OO
O.OO
0.00
O.OO
O.OO
0.00
FINAL
CRITICAL GAP
5. 50
5. 50
5. OO
5. OO
6. OO
6. OO
6. 50
6. 50
OTHER IHPOR«.TI0H.-.T.~^5?i?rviiiie^r?^«s^ IJJe^SfSsSr
CAPACITY AND LEVEL-OF-SERVICE Page-3 f
^,
MOVEMENT
POTEN-
FLOW- TIAL
RATE CAPACITY
v(pcph) c (pcph)
P
ACTUAL
MOVEMENT
CAPACITY
C (pcph)
M
SHARED
CAPACITY
C (pcph)
SH
RESERVE V
CAPACITY
c = C - V LOS
R SH ^
MINOR STREET
NB LEFT 0 887 874 > 874 > 874 > A
THROUGH 17 983 980 > 986 980 > 962 963 >A A
RIGHT 7 1000 1000 > lOOO > 993 > A
MINOR STREET
SB LEFT 28 888 873 > 873 > 845 > A
THROUGH 19 988 985 > 915 985 > 869 966 >A A
RIGHT 0 1000 1000 > lOOO > 1000 > A
MAJOR STREET
EB LEFT 0 1000 1000 lOOO 1000 A
WB LEFT 6 1000 1000 lOOO 995 A
IDENTIFYING INFORMATION
. — iL
NAME OF THE EAST/WEST STREET Beech Ave
NAME OF THE NORTH/SOUTH STREET. . . . Ocean St f
DATE AND TIME OF THE ANALYSIS 12-03-93 ; PM Peak Hour i
OTHER INFORMATION.... Future Voltimes, Cypress Ave Closed