HomeMy WebLinkAbout1989-08-07; Traffic Safety Commission; ; Establish a prima facie speed limit on northbound Carlsbad Boulevard between a point one-thousand feet south of Manzano Drive northerly to Manzano Drive.CITY OF CARLSBAD
TRAFFIC SAFEI'Y COMMISSION
STAFF REPORT
COMMISSION REPORT OF: August 7, 1989 ITEM NO._@_
LOCATION: Carlsbad Boulevard -Manzano Drive to a point 1,000 feet south of Manzano Drive.
INITIATED BY: City Councilmember Larson
REQUESTED ACTION: Establish a prima facie speed limit on northbound Carlsbad Boulevard between a
point one-thousand feet south of Manzano Drive northerly to Manzano Drive.
BACKGROUND:
At the April 18, 1989 City Council meeting Councilmember Larson requested that staff investigate and
establish a prima facie speed limit upon Carlsbad Boulevard in the northbound curved segment located
under Palomar Airport Road. Ordinance No. 3115 adopted by the City Council on October 2, 1979
establishes a 35 mile per hour prima facie speed limit for both directions on Carlsbad Boulevard between
Manzano Drive and a point 1,000 feet south of Manzano Drive. The subject segment of Carlsbad
Boulevard is included within the designated limit established in Ordinance No. 3115. In addition,
Ordinance No. 3115 established a prima facie speed limit of 45 miles per hour upon Carlsbad Boulevard
from 1,000 feet south of Manzano Drive to the south boundary of the City of Carlsbad.
DATA:
A ball bank study was conducted for northbound Carlsbad Boulevard in the curve under the Palomar
Airport Road overcrossing. The results determined a comfortable driving speed of 44 miles per hour. A
speed survey found northbound traffic at a point 200 feet south of the PAR overcrossing had a critical
speed of 55 miles per hour and for southbound traffic the critical speed 200 feet south of PAR was
determined to be 45 miles per hour.
In the past, there have been several collisions due to excessive speed and the vehicle not being able to
negotiate the curves when travelling northbound on Carlsbad Boulevard under Palomar Airport Road.
At this location, the road begins to transition from two northbound lanes to one lane, with proper signing
installed.
The Traffic Safety Coordinating Committee (TSCC) recommended that the 35 mile per hour zone be
extended southerly an additional 400 feet from the limits established by Ordinance No. 3115. Reasons
cited by the Committee were the lane reduction, the 35 mile per hour zone on Carlsbad Boulevard
northerly of Palomar Airport Road, the reversing curve on northbound Carlsbad Boulevard and the
merging condition of northbound Palomar Airport Road and Carlsbad Boulevard.
During research of this issue staff discovered a discrepancy between the posted speed limit for Carlsbad
Boulevard beginning 1,000 feet south of Manzano Drive and continuing to the south City limit and the
prima facie speed limit established by Ordinance No. 3115. The speed limit established by ordinance is
45 miles per hour yet the speed limit that has been posted for a number of years is 55 miles per hour.
Realistic speed zoning is necessary to facilitate the orderly movement of traffic volumes and satisfy the
requirements of the California Vehicle Code.
CITY OF CARLSBAD
TRAFFIC SAFETY COMMISSION
STAFF REPORT
COMMISSION REPORT OF: August 7, 1989
(Continued)
ITEM NO._@_
Although Carlsbad Boulevard is posted at the maximum speed limit of 55 miles per hour, Section 22350
of the California Vehicle Code, Basic Speed Law, states "No person shall drive a vehicle upon a highway
at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on,
and the surface and width of, the highway, and in no event at a speed which endangers the safety of
persons or property." This section would apply to vehicles travelling at a high rate of speed as well as
those vehicles travelling at a slower rate, such as in adverse weather conditions or stop and go traffic.
The law establishes prima facie speed limits under certain conditions, as indicated in CVC Section 22352.
A mechanism to increase or decrease the prima facie speed limit is proved in Sections 22357 and 22358
of the California Vehicle Code. Each of these sections require that an engineering and traffic survey be
conducted. A prima facie speed limit is the maximum speed that is deemed lawful unless competent
evidence is presented that shows that a higher rate of speed is safe.
Carlsbad Boulevard is designated as a Major Arterial in the Circulation Element of the General Plan.
This designation provides for a design speed of 50 miles per hour and is a roadway classification expected
to carry traffic volumes in the range of 20,000 to 40,000 vehicles. The existing roadway south of Manzano
Drive is a four-lane divided facility with access at various locations. On-street parking is not allowed except
on the westerly side of the southbound lanes near Palomar Airport Road and near La Costa Avenue.
Bicycle lanes have been striped on the roadway for northbound and southbound bicycle traffic as a result
of Carlsbad Boulevard being designated as a bike route in the Circulation Element of the General Plan.
This coastal route is heavily used by bicyclists.
From Manzano Drive to the south City limit Carlsbad Boulevard follows a relatively straight alignment,
except for northbound Carlsbad Boulevard under the Palomar Airport Road overcrossing. At this location,
the curve for Carlsbad Boulevard is constructed with a radius of approximately 590 feet. Traffic signals
have been installed at the intersecting streets of Poinsettia Lane and La Costa Avenue, although La Costa
Avenue is several hundred feet southerly of the Carlsbad south City limit boundary.
The collision history on Carlsbad Boulevard south of Manzano Drive is indicated on the attached summary
sheets. This information is for the time period of January 1, 1986 through May 1, 1989. Of the 63
intersection and midblock collisions that occurred during this time period, 28 have a contributing factor of
exceeding the safe speed for the roadway.
Two-way traffic volumes on Carlsbad Boulevard are higher on the northerly segment of the road, with
the highest volumes in the vicinity of Elm Avenue. A February 1989 count on Carlsbad Boulevard south
of Poinsettia Lane indicated a 24 hour A.D.T. of 10,300 vehicles total, for both directions.
Speed surveys were conducted on Carlsbad Boulevard in May 1989 and are summarized below.
Critical Pace Percent
Location Direction Speed Speed in Pace
At Ponto north S.B. 55 45 to 55 58
At Ponto south S.B. 56 47 to 47 68
At Ponto north N.B. 58 49 to 59 69
At Ponto south N.B. 58 49 to 59 66
CITY OF CARLSBAD
TRAFFIC SAFETY COMMISSION
STAFF REPORT
COMMISSION REPORT OF: August 7, 1989
(Continued)
ITEM NO._fili_
Critical speeds on Carlsbad Boulevard in the vicinity of the Ponto on/off ramps exceeds 55 miles per
hour, the maximum speed limit. Although sight distance is good, many other factors not apparent to the
driver could be cited to justify a prima facie speed limit lower than 55 mile per hour. The vicinity of the
beach to Carlsbad Boulevard generates pedestrian activity, heavy bicycle use and vehicles that park along
various segments of the roadway. The State Parks and Recreation camping facility at Poinsettia Lane
generates tourist visits and consequently individuals not familiar with the area or circulation system. Access
to Carlsbad Boulevard is permitted in many locations with some illegal turn occurring from the median
area. As stated earlier, speed is a factor in many collisions and when combined with driver inattention due
to the scenic nature of this coastal route and other reasons the potential for traffic collisions can increase.
Based upon the above factors, the TSCC can recommend that a prima facie speed limit of 50 miles per
hour be established on Carlsbad Boulevard from a point 1,400 feet south of Manzano Drive and continuing
to the south City limit. This would be an increase of 5 miles per hour over the existing 45 mile per hour
prima facie speed limit established by Ordinance No. 3115. The existing prima facie speed limit is not
supported by the results of the traffic and engineering survey.
RECOMMENDATION:
By a 4-1 vote the Traffic Safety Coordinating Committee recommends that the existing 35 mile per hour
prima facie speed limit be extended 400 feet southerly to a distance 1,400 feet southerly of Manzano Drive
and that the existing 45 mile per hour prima facie speed limit on the southerly segment of Carlsbad
Boulevard be raised to 50 miles per hour beginning 1,400 feet south of Manzano Drive and continuing to
the south City limits.
NECESSARY CITY COUNCIL ACTION:
A new ordinance will need to be adopted by the City Council to revise the existing prima facie speed
limits established by Ordinance No. 3115.
PACIFIC
I
0 ci
0 ~
I
SOUTH CARLSBAD
STATE BEACH
LOCATION M -P
MANZANO DRIV E,
PALOMAR AIRPORT ROAD
PONTO DRIVE
(NORTH)
NSETTIA LANE
N
0
NTS
PROPOSED 50 MPH SPEED ZONE
OCEAN
z < a w ~
PONTO DRIVE
(SOUTH)
--------CITY OF ENCi NiT AS
LA COSTA
AVENUE
PROJECT NAME: CARLSBAD BOULEVARD
PROPOSED 50 MPH SPEED ZONE
From 1400.0' s/ o Manzano Dr. to south City Limits
EXHIBIT
1 .
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3
4
ORDINANCE NO. 311~
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY
OF CARLSBAD, CALIFORNIA, AMENDING TITLE 10,
CHAPTER 10.44 OF THE CARLSBAD MUNICIPAL CODE
BY THE AMENDMENT OF SECTION 10.44.030 TO
REVISE THE POSTED SPEED LIMIT ON CARLSBAD
BOULEVARD
5 The City Council of the City of Carlsbad, California, hereby
6 ordains as follows:
7
8
9
10
11
12
13
14
15
SECTION 1: That Title 10, Chapter 10.44 of the Carlsbad
Municipal Code is amended by the amendment of Section 10.44.030
to read as follows:
"10. 44. 030 Carlsbad B·oul·evard. (a) Upon Carlsbad Boulevard
between the north boundary of the City and 1000 feet south of
Manzano Drive the prima facie speed limit shall be thirty-five
miles'per hour. •
(b) Upon Carlsbad Boulevard between 1000 feet south of the
southerly boundary of the right-of-way of Manzano Drive and the
south boundary of the City, the prima facie speed limit shall be
forty-five miles per hour."
EFFECTIVE DATE: This ordinance shall be effective thirty
16 days after its adoption, and the City Clerk shall certify to the
17 adoption of this ordinance and cause it to be published at least
18 once in the Carlsbad Journal within fifteen days after its adoptio
19 INTRODUCED AND FIRST READ at a regular meeting of the City
20 Council held the 2nd day of Ottober • , 1979 and thereafter
21 PASSED AND ADOPTED at a regular meeting of said City Council
22 held theJ.illlday of October , 1979 by the following vote, to wit:
23
24
25
26
·27
28
AYES:
NOES:
ABSENT:
ATTEST:
(SEAL)
Councilmen Packard, Skotnicki, Anear, Lewis and
:::: Councilwoman~« ,r/47,;t;~,((
7 RONALD C. PACKARD, Mayor
ITEM: COLLISION HISTOR\
LOCATION: CARLSBAD BOULEY ARD FROM S/O MANZANO DRIVE TO
SOUfHERLY CITY LIMITS
YEARS: 1986, 1987, 1988 AND 1989 (through May 1st)
MIDBLOCK COLLISIONS
1989
Report
Date Number Time Cause(s) Result Location
05/01/89 4047 L !LC-H&R PDO 300' s/o Poinsettia Lane
04/06/89 3176 L INATT-OTH INJ 21' s/o Poinsettia Lane
02/11/89 1345 L 0TH INJ 160' s/o Ponto Drive (South)
1988
12/17/88 11095 D ESS INJ. 150' n/o Palomar Airport Road
11/23/88 10408 D ESS-UWR PDO 1/10 mi. s/o Manzano Drive
08/22/88 7475 D ESS-INATT-UWR-H&R PDO 1/10 mi. n/o Palomar Airport Road
08/10/88 7106 D IT-INATT INJ 8/10 mi. s/o Palomar Airport Road
07/30/88 6752 L VRW (Ped Outside Fatal 85 ' n/o Palomar Airport Road
Crosswalk)-INA TT
07/19/88 6394 D ESS-INATT-H&R PDO 1/4 mi. s/o Manzano Drive
07/19/88 6387 L ILC-IT-INATT PDO 100' s/o Manzano Drive
06/30/88 5737 D OTH-HBD (Fell Asleep) INJ 2/10 mi. s/o Poinsettia Lane
06/25/88 5585 D ESS-INATT PDO 96' s/o Ponto Drive (North)
06/17/88 5359 L OTH-INATT (Bicycle) INJ 2/10 mi. n/o Ponto Drive (North)
05/24/88 4588 D/L VRW-INATT (Ped) INJ 137' s/o Ponto Drive (North)
05/23/88 4552 L IT-INATT PDO 221' s/o Manzano Drive
05/09/88 4095 L 0TH (Driver Passed Out) INJ 7 /10 mi. s/o Palomar Airport Road
05/06/88 3994 D FTC-INA TT-H&R INJ 1/2 mi. s/o Palomar Airport Road
05/04/88 3962 D UNK-INATT-H&R PDO 3/10 mi. s/o Manzano Drive
04/27/88 3707 D/L DWI-ESS-INATT FATAL 428' n/o Palomar Airport Road
04/23/88 3570 L ESS PDO 186' s/o Manzano Drive
04/22/88 3523 L ESS-INATT-H&R PDO 1/2 mi. n/o La Costa Avenue
01/29/88 0892 L ESS-INATT INJ 30' s/o Poinsettia Lane
01/01/88 0025 L DWI-ESS INJ 1/10 mi. s/o Ponto Drive (North)
1987
10/16/87 8456 D DWI-ESS INJ 3/10 mi. s/o Ponto Drive (South)
10/10/87 8274 D ESS Fatal 2/10 mi. n/o La Costa Avenue
09/14/87 7543 D 0TH INJ 1/10 mi. n/o Ponto Drive (North)
08/30/87 7104 L FTC PDO 1/10 mi. n/o Poinsettia Lane
08/20/87 6792 D/L 0TH PDO 100' n/o Ponto Drive (North)
08/18/87 6756 L ESS-INATT PDO 15' s/o Poinsettia Lane
06/17/87 4850 L ESS-INATT INJ 50' s/o Poinsettia Lane
06/17/87 4838 L IT-ESS-INATT-H&R INJ 500' n/o Ponto Drive (North)
05/26/87 4181 L IP-OTH-ESS PDO 212' n/o Palomar Airport Road
05(22/87 4055 D ESS-INATT-H&R PDO 75' n/o Palomar Airport Road
05/04/87 3590 L DWI-OTH (Driving in INJ 75' n/o Ponto Drive (North)
Bike Lane) (PED)
05/02/87 3517 L VRW INJ 1/10 mi. n/o La Costa Avenue
COLLISION HISTORY (Continued)
Report
Date Number Time Cause(s) Result Location
04/10/87 2880 D DWI-ESS-INATT INJ 400' n/o Palomar Airport Road
04/04/87 2696 D DWI-ESS INJ 100' n/o Palomar Airport Road
03/29/87 2493 L IT-INATT PDO 8/10 mi. s/o Ponto Drive (South)
03/29/87 2491 L Fell off of Bicycle INJ 1/10 mi. n/o Ponto Drive (South)
03/06/87 1771 L ESS PDO 1/10 mi. n/o Palomar Airport Road
02/19/87 1398 D ESS-Stop & Go INJ 50' n/o Poinsettia Lane
02/12/87 1166 L UNK-H&R (Bicycle) INJ 75' s/o Ponto Drive (North)
02/06/87 1003 D IT-INATT PDQ 360' s/o Ponto Drive (North)
1986
12/20/86 10066 L ILC-OTH (Driving in Fatal 1128' s/o Ponto Drive (North)
Bike Lane)-INATT (Bicycle)
09/29/86 7653 D DWI-ESS-INATT PDQ .15 mi. s/o Palomar Airport Road
09/03/86 6919 L 0TH (Bicycle) INJ 1/10 mi. n/o Ponto Drive (North)
08/30/86 6820 D DWI-ESS-INATT (Ped) INJ 2/10 mi. n/o La Costa Avenue
08/13/86 6288 L ESS-UWR PDO 516' n/o Palomar Airport Road
07/13/86 5310 L IT-INATT (Bicycle) INJ 571' n/o San Marcos Creek
06/04/86 4194 L ESS PDO 129' s/o Poinsettia Lane
06/04/86 4178 L IT-WS-INATT PDQ • 4/10 mi. n/o La Costa Avenue
03/31/86 2347 L ESS-INA TT-H&R-UWR PDQ 2/10 mi. s/o Ponto Drive (North)
02/27/86 1471 L IT-ESS-UWR PDO 500' n/o Ponto Drive (North)
02/04/86 0908 L WS-INATT-ILC PDQ 3/10 mi. n/o La Costa Avenue
02/01/86 0841 D IT-INATT PDQ 1/2 mi. n/o La Costa Avenue
01/31/86 0780 D ESS-UWR PDO 120' n/o Palomar Airport Road
INTERSECTION COLLISIONS
At Poinsettia Lane
Report
Date Number Time Cause(s) Result
04/20/89 3677 L 0TH (Min. Speed Law) INJ
08/09/88 7064 L RSS-INATT PDQ
01/18/88 0533 L ESS-INATT INJ
06/05/86 4219 L VRW-INATT INJ
04/27/86 3096 L ESS-DWI Fatal
At Palomar Airport Road
08/13/88 7219 L WS-IT-INATT PDO
At Ponto Drive (South)
12/31/87 10908 L VRW-INATT PDQ
At Ponto Drive (North)
NONE
Legend
D = Dark
L = Light
DWI = Driving while intoxicated
ESS = Exceeding Safe Speed
FTC = Following Too Closely
HBD = Had Been Drinking
H&R = Hit and Run
ILC = Improper Lane Change
!NATT = Inattentive
IT = Improper Turning
0TH = Other
RSS = Ran Stop Sign/Signal
Stop & Go = Stop and Go Traffic
UNK = Unknown
UWR = Unfamiliar with Road
VRW = Violated Right of Way
WS = Wrong Side of Road
INJ = Injury
PDO = Property Damage Only
DRIVER: t--1 A 1<.T I N
0 B SERVER: 3" I M
VEHICLE: 3 ~ I
DETERMINATION OF SAFE SPEED
FROM
DA TE: S -) -a 9 BALL BANK INDICATOR READINGS DIRECTION: No c-r b
WEATHER: ------
LENGTH OF CURVE:
RADIUS OF CURVE:
SUPERELEVATION:
FROM
PLANS
eoo I
I 590
GRADES: leyeJ ·
MEASURED
NO. LANES: __ __...._o ..... n .... e. _______ _
WIDTH OF LANES: Ya r i e-'::>
WIDTH OF SHOULDER: Va C, e. !?
20
15
10
5
10
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15
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.......
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TYPE OF PAVEMENT: ___ A...i..i..;,c.~. -------
COND. OF PAVEMENT:~ --~F~i-o~e ______ _
MIN. SIGHT DIST. THAU CURVE:
r.
APPROACH SPEED
(ESTIMATED OR OBSERVED) : SS en, pr-.
CALC. SAFE SPEED, IF PLAN DATA AVAILABLE:
✓ R (S-tF)
V = 0.067
CALC. SAFE SPEED:
;?.
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/ v ,~
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V ,;r
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V = ✓ scto (.oc. -to. 1s)
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65
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CITY OF CARLSr ·lo
J I ~.)\'\ • p.M.
DATE :.dpmLZ~. ~.TIME: o<,' 20 to~ :OQ
WEATHER: Cl~AS!.. -51./nrry
LOCATION r::lu~IJA/2 P#& @ J:A, K Off .llf#/JPJ
OBSERVER/RECORDER: ____ 11.._U_? ____ _
Speed Limit: S S MPH
Direction of Tra ve l
65
64 .
63 Y
62
61 IY
60 IV
59 -
581'i
57 l
56 l y fx' [Y IV IV
55
54 'i_l' 'IV
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47
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43
42 y )(
41
40
39
38 'i..
3711
36
35
34
33
32
31
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29
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26
25
24
23
22
21
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SPEED SURVEY
TOTAL VEHICLES: /OD
CRITICAL SPEED: ?? MPH
PACE SPEED : 41? to ?'? MPH
CARS IN PACE: __ U7_q __ %
( 7 ~-so ·vt2,~ ~ .
Dfrection of Travel
65
64
63
62
61
60
.Y 59
~ 58
i'V 57
IY I..X.. ~r;6
lX 55
IV Y. IX 54
X > 53
~ Lr;2
X 51
l'x )( IV '>I 50
X 'ti Iii 49
IV I')( IX" X 48
47 y "" .._,1 'V IX I\. l..t.6
X )( x· y IY Xl..1.5
1)( 44
'J,( IV "" Y: 43
A 42
41
)( 40
39
:x. X 38
')( 37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
MP:
p.m. r'•l"n,
DATE: Ha,116; 1
~TIME: /z;:o5 to/Z-'. ~
WEATHER: u~ovd'v -C:,.,t.,.~e 7
LOCATION: t3Ael~BAP 3/t,,p, ~ PoN.12) (/1/6/?rH-)
.Af_jL OBSERVER/RECOROER: _ ___:/:......_-i_~_::.._~-----
Posted Speed Limit:$? MPH
Direction of Travel
# % I:: ti %tile % II
65 -T T 1/.rN,/
64 t.1~ z. ~ -:.. ' ~
63 . J ' "7
62 " I l 1?4
61 .. V ~ !I I ',..,
60 ·-7 -e.. I• •-. .,
59 " I'll. .., -s I !, ,,~
58 X
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57 ~ IV IY IX ~ C: • _, ldi ,,
56 ... V X -;, .., -, -.:
55 ,. ..,,, ' , 115 -=-, ~ fl'
54 .. x.._r, lC. l'IC )( )( I)( I, -, fl") I '"l • ,. I'
53 'V . l lo il 1 l'-,1~
52 ii: rx ~--I.■ .. ' "' 51 ~ ~ IX ' .. j . ' l'I ~r
50 l ~ \ N 1-V ,ii: IY I~ y X \'~ l ,, --' ~
49 .. 1 \ ~ • ,. c~ , ;, 1, ' ::..I
48 ., \
,, ':I • , t -47 -~ ~~ ' ' ,~
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45 V l I I~
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43 'V """'-~ ~i • • ..,
42 "I£ -y I)( .. ~ .... ..I "-t
41 I!::' r, 7.
40 .s7 rJ /) ' 39 I'll ' ' t f
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
SPEED SURVEY
TOTAL VEHICLES: /00
CRITICAL SPEED: 66 MPH
~? -$9
PACE SPEED: tz0 to &::,Q MPH
CARS IN PACE :_-=u:,::....· __,qr;...__%
Direction of Travel
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
MPl
CITY OF CARLs--o
WEATHER: ~~~~c:;lv -~(., 6!A ~ >
LOCATION~/~ 3"uatE &c.tro ~~~)
OBSERVER/RECORDER: __ J<,-t'.._'J __ ? _____ _
Posted Speed Limit: S5S MPH
Direction of Travel
II % l: II %tile % II
65 I' I \ I I'll:
64'' l( IY .':~ -::;a_ _.:> " r"f
63 ' \ " • 62 J ' 1
61 '(, • ii ~ll .,.
60 t ! ~, -• i, -ll I
59 I[ A ... C. '1 ~ ')
58 ... XI~ IX. ~ ,, --lil!II◄~
57 "I . "Ii ~ "'l, -; ,~, ,
56 ~ IJ X X. -, --, -~41'1
55 -~ tlt ' r~ jo'7
54 ' ... 'IIJ t ' ~ ' 53 • X X G, ' ~· ;,i,
52 I' A ,.. ,.. X I)( I ' !4 11
51 ,. h, I , II 6 ,-•,
50 "' I, . 4 ·• I c. I~ ,I
49 '.iii IY IX 'A. l"t " -~ Lfil 1• :,.-,
48 , I' I~ --.. , ~ I~ ,,
47 J ' J f I I•~
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45 . :::;,.. ~ z. I ,
44 V. ·I!, ... -~ I ,
43 I• • 1 )
42 ,, ,., n -"l~
41 • ' r.. , ' / 0 -:1 ...
401'1. X -~ '7-~ "7~ -::,:;,
39 -.
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
SPEED SURVEY
TOTAL VEHICLES: _____ ,_o_o=--
CRITICAL SPEED: 6,6 MPH
PACE SPEED: 4,o/ to 29 MPH
CARS IN PACE; __ &_· _U'7 __ %
Direction of Travel
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
MP
CITY OF CARLsr·o
4',W,. "•""1
DATE: ebj /fZ 'f;1 TIME: /I: 15 to// \ "30 •
WEATHER: __ C=..;t...~o...::;~~v,__-_._c_~;;.__'2_~_~~-,
LOCATION:C.Att/~MI? BlvP.e ~~vrH-)
OBSERVER/RECORDER: __ ____;_M.._'J_'? ____ _
Posted Speed Limit:':>~ MPH
Direction of Travel
fl % I: fl %tile % fl
65 ,~ ll
SPEED SURVEY
TOTAL VEHICLES: • / 00
CRITICAL SPEED: ':,~ MPH
PACE SPEED: '-J-2 to 5 / MPH
CARS IN PACE:_..;;;.&,_· .... 8:;___%
N/4
Direction of Travel
64 I~ I ~ 64
63 V
61 111 61
L..L LJ .. J. , ,r~ 58
y .II!: 1o. , ~ • -C M.I 56
I I 1"'71. ,. 55
54 "" ' 11 ""
53 1.
52 ~ •
46 ill • 1' ' t I ,,. 46
45 ~ -,, .,-"J"'~ II • 45
41 T • • F_) ~ /J .::. 41
40 "" °'L X "a ~ & C:.. 40
39
~l I I 38
37
36 36
35 35
34 34
33 33
32 32
31 31
30 30
29 29
28 28
27 27
26 26
25 25
24 24
23 23
22 22
21 21
CITY OF CARLS-·,o
11,m. e,.,n I •
DATE: Hc1v /'tJ. ~9nME:I0:4'~ toll ·.10 r •
WEATHER :_--=C.,:......:t.,.=.=~....;;.c.A...:~;....,V,____-___;:C,..=....:t..=e=-d..;...;....;....,,e,c._.___ t
LOCATION: t!Atl~BAp B/vi,. <? 'PcNro{Alo1trH)
OBSERVER/RECORDER: __ ..1.-.H____;_'--1____;?;__ ___ _
Posted Speed Limit: CS C;, MPH
Sc3
Direction of Travel
fl % I: II %tile % II
65
64
63 • 62 f I ,-_; I"...,
61 1C ' ' ' "" 60 ·~ '!I :!.. c:r4 '7
so II. -. -,_
; " " -ssl'II '. ~ , • :! ' 1c:; I'
57 I -; :o ~ '
56 ~ r. ,'\I . • I I Ill: C. • II>
55 ) I'd '. , •';I
54 II ., .. 1/., ' . • ...
-53 11 ~ N' )(., ~ l., ~ a. • "J '~
52 ~ .. , I:; Ii 7 ~
51 !: , 1-, I.,, • 50 r. L l ~ ) IV IY X X C:i q Ci I
49 ~ II ,. . II -~ ~ I~ 1,,. • '-....
48 ~· !~ . ., ,.,._ ~ :.
47 ... '" jjj, .~ & IC: ~
46 '1... \ ,:::, ' . .~ II
45 ~ C. X. X i .. ,~ ~ '-' Ill
44 ~ : ;.. ~ . , '--'~
43 II ... -/C '-
42 • 'Y -,i: -::• .. ., ~ ~
41 :Jl"Y rv. Y. IY ~ a::. ,i;, /~
40 -,. I I I V
39 t I E>
38 'Ii["!( ~ .,~ . ' 7
3711 • "II[ y ~ -:;~ "'Ill') (,4
36 I# I j l
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
SPEED SURVEY
TOTAL VEHICLES: /a?
CRITICAL SPEED: ?2 MPH
PACE SPEED: 4:'? to :$:?MPH
CARS IN PACE: __ ?==-· ..::f?;.___%
Direction of Travel
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
MPI
CITY OF CARLs--o
WEATHER :_...J&..:::::;.i?~e::;.:v::;.;e;~/'-___._(!,.:.;?i.:::.c#uA:=<..__ ___ _
LOCATION: ~P' ha+tP 8/vp. (!j ,?.4. K, BRI~
pt_j~ OBSERVER/RECORDER: __________ _
I. Poste~peed Limit: "51:, MPH
-=>6,~-fO~~;)
Direction of Travel
II % I:# %tile % II
65
64
63
62
61
60
59
58
57 ,
56N. l 1 lb?
,i.2 ,, j,-.., n1c ,,
,,li t., l 7 ,
53 ,,, ,, ~ .,,
52 '1 _.., -n ->
51 ' l 1 ' I)
50 I ., '
49 N --. •111, -""§ I '""' 48 11 ., '? 1-,, 14 '• ~
47 IV I~ It:; rn I
46 J . L "'' '-I 4 'l
45 ,. V. -, •7 ., 1 ,~
44 \. ',,{ I I ~ ,,,
43 ~ 11 l I(._ 4 "' • !) B, ·•7
42 ~ ' IC V C C C 11'1411
41 , . 7:. c r ~, Ill' ,o . ' 40 . 'W.. "IC. y "'-)( V I I I f , "' !Ci•
39 'Jl 'X • .. , 7 -, .... ~
38 ,. .. , So, c:::, ,, "..l"JI
37 IV I'.{ -, __., .... , 1-.: ~
36 ~ • j I ':ii ~l ~ " 1 ,,.
35 ,,
' Y"')( 'II[ /-,._ ' ,-...,
34 1' '-1\ 1llf -. " ~ ., --
33 I -:,_ __,_ 1--::: ;l,.
32 "' -'7~ d -,,,i ~ '..-
31
30
29
28
27
26
25
24
23
22
21
SPEED SURVEY
TOTAL VEHICLES: /?'.c;:'.:?
CRITICAL SPEED: 4'"5 MPH
PACE SPEED: ?? tonMPH
CARS IN PACE: __ /'--. _J __ %
Direction of Travel
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
MPI