HomeMy WebLinkAbout1993-09-02 Traffic Study SPR i
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Transportation Engineers & Planners Study Area Map
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SITE TRIP w GENERATION SUMMARY
PROPOSED LAWRENCE AIRPORT
INDUSTRIAL PARK
TIME PERIOD/DIRECTION (312.000 sff
AVERAGE WEEKDAY TRAFFIC,; 2y172
WrEKDA Y MORNING PEAK HOUR.-
ENTERING
I� A 1
EXITING
TOTAL
T
EXITING
TOTAL
Based on ITE LUC 1.30: Industrial Park.
Site Trip-Generation
r Summary
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LAWRENCE AIRPORT INDUSTRIAL PARK
TRIP-GENERATION COMPARISON
ITE
1307 L _ _ 7
INDUSTRIAL PARK GENERALLB INDUSTRIAL - )
TIME I I (312FOOO SF) (3127000DIFFERENCEAVERAGE WEEKDAY TRAFFIC 2,172 2,22 -56
WEEKDAY MORNING PEAK HOUR:
ENTERING 226 246 -18
TING 50 34 16
TOTAL 278 260 -2
ENTERING 60 34 2
EXITING 27 250 -2
TOTAL 287 284
Trip-Generation Comparison
Lawrence Airport Industrial Park
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TOTALLAWRENCE AIRPORT INDUSTRIAL PARK
TRUCK TRIP-GENERATION ESTIMATEa
TIME PERIOD 2 & 3 AXLE TRUCKS 4 TO 6 AXLE TRUCKS
AVERAGE WEEKDAY TRAFFIC 66-104 48-64 114-188
HOUR;WEAWA Y MORNING PEAK 3-9 -6 3-15
WEKDA Y EVENING PEAK HOUR; 3-6 -6 3-12
The range of truck trips shown is based on the use of both the ITE Industrial Park Lard
Use Ode and the Light Industrial Land Use Corlett in general, the sight Industrial Panel
use was found to generate more truck traps than the Industrial Park land use,
ssora, � �
�cr =� I„�� d� ..n Truck Trip-Generation Estimate
u Lawrence Airport Industrial Park
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125
0
FA�R�OOO Riye
n
m
s
aka LUCENT
7E'C14NOL OGIE S 0
h�1'70 f
HAVERHILL
HOLT FW
SITE10,
�• r �.?�
6�
1-
n
1(,
LA wRENCE \
MUNICIPAL a
AIRPORT h�
Op0 L47 GREAT PO/y0
. 05 � 1 3 OAS
o
NORTH
ANDOVER '
0
'Not,
s"0
Z
■ Not To Scale
Vanessa & <Assoclafes, Inc
Trip Distribution Map
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Legend.
ROUT Level-of-Service
c ?
o
s
N
NEor �;o e b 2001 Existing
2006 No-Build
Id
2006 Bulldraul
with Mitigation
N
125
i
I
FAR oOOD �Ajye
M�
O
Rp1L�' 15
LUCENT
TECHNOLOGIES
�r
\HAVERHILL
C-A to
r r1
HOLT ROAD
SITE A�J
In 228 g6�"
Out 50
Totol 278
LU
an �
R
k-, 'p 0P y
f 106
h �f
CV_ry
�4
LAWRENCE
MUNICIPAL
AIRPORT
94
GOOQ j 430 GREAT PoNo
ROAD
133
t
NORTHk�5 �
ANDOVER o a
5J� `N G�
s*t p
Z Note: Imbalances exist due to numerous curb cuts and
Not To Scale side streets that are not shown.
. Ya�t�ss ...A,soc�afes, rra' ': 2006 Build
Trr so�kaiirr� ,11lnect #i llrtrr.7 Weekday Morning
Peak Hour Traffic Volumes
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I
gpi i
I
1 Legend:
Raul .:. Level-of-Service
���NFcroR �dN 2001 Existing
y
2006 No-Build
2006 Build/Build 'a
with Mitigation
125 F
QOD
4043
P„�dp� 2�7��
R �4 C
wrM LUCENT
TECHNOLOGIES N
Lf)to
LA
C4PRK �� 88 z HAVERHILL
r�
HOLT ROAD
siTE
In 60 1Ar',--
Out 227
Total 287
w
V)
� g PRKs R
�r-
173 A \
LA WRENCE 1 z71 rn�I�►
MUNICIPAL
AIRPORT �006
ti L 64
�p (—206 GREAT POIyO
ROAD
133
NORTH ���� 6
ANDOVER �o� 6 h� o0
rno
Z Note: Imbalances exist due to numerous curb cuts and
■ Not To Scale side streets that are not shown.
2006 Build
%41 Transportatiori Engineers ; Plamie s Weekday Evening
Peak Hour Traffic Volumes
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TRAFFIC SIGNAL WARRANTS ANALYSIS
OSGOOD STREET AT HOLT ROAD
SATISFIED?
WARRANT 2001 2006 200
NO. DESCRIPTION EXISTING NO-BUILD BUILD
1 MINIMUM VEHICULAR VOLUME NO NO NO
.. . ........ .........
2 INTERRUPTION OF CONTINUOUS TRAFFIC NO NO YES .
S MINIMUM PEDESTRIAN VOLUME NO NO NO
4 SCHOOL CROSSINGS NO NO NO
S PROGRESSIVE MOVEMENT NO NO NO
6 ACCIDENT EXPERIENCE NO NO NO
T TRAFFIC SIGNAL SYSTEM NO NO NO
.................................................
S COMBINATION OF WARRANTS NO NO YE
9 FOUR-DOUR VOLUMES NO NO YES`
10 PEAK-HOUR DELAY NA NA NA
11 PEAK-HOUR VOLUME NO NO
NA Not applicable or not evaluated.
3 ra€sspor at€o r� € ears PlannersTraffic Signal Warrants Analysis A I
Osgood Street At Holt Road
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MEET EXISTING
STRIPING
SIGN LEGIMM
R1-1 f O
7-
nn MEET EXISTING EDGE
R1-2 OF PAVEMENT
Lwy LAW -
R3-7L RIUST d
TM LErr
W"M MEET EXISTING ED
R3-7R MUST OF PAVEMENT
1tN1 ow !
POTENTIAL FUTURE
6TRIPIPTq L13liSND WDEN TO PROVIDE TRAFFIC SIGNAL IF
SWILL.—BROKEN WHITE LANE LINE EXCLUSIVE TURN LANES AND WHEN WARRANTED
SWEL—SOLID WHITE EDGE LINE
SYEL. --SOLID YELLOW EDGE LINE
SWGL—SOLID WHITE GORE LINE MEET E10SEING EDGE
SWLL—SOLID WHITE LANE LINE OF PAVEMENT
SL—STOP LINE r. -
MEET DaSTFNG
STRIPING
ET ROUTE 125)
0 50 1OO NOTES: 1. THISAND IS N IS FOR REVIEW PURPOSES ONLY
•1 AND IS NOT INTENDED FOR CONSTRUCTION.
Z - _ - - 2. BASE PLAN INFORMATION OBTAINED FROM
Scole in FEEL GALE ASSOCIATES. INC. AND FIELD INVENTORY
CONDUCTED BY VAL
�, }Vafi��se >� Assccrtates��1ncY
� v��r _CaC.",2 - .
�_ �� r R Conceptual Improvement Plan
r
Osgood Street At Holt Road
Lawrence Airport Industrial Park
North Andover, Massachusetts
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CoDvriaht (vc)2001 by VAT. All Riahts Reserved.