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TRANSCRIPT
Transportation Impact Study
The Residences at 130 Cambridgepark Drive
Cambridge, Massachusetts
Technical Appendix
/Vanasse Hangen Brustlin, Inc.
February 15, 2013
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130 Cambridgepark Drive Transportation Impact Study
Technical Appendix
Scoping Letter Traffic Counts
Automatic Traffic Recorder Counts Turning Movement Counts
Synchro Results Existing Conditions
Build Conditions Future Conditions
Crash Data Reports
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Scoping Letter
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January 25, 2013 Ms. Susan Clippinger, Director City of Cambridge, Traffic, Parking and Transportation Department 344 Broadway Cambridge, MA 02139 Re: Proposed Residential Development, 130 Cambridgepark Drive, Cambridge, MA Request for Transportation Impact Study (TIS) Scoping Determination Dear Ms. Clippinger,
BRE/CPD, LLC, an Equity Office affiliate, and The McKinnon Company (the current site owner and developer, respectively) have retained VHB to prepare a Transportation Impact Study (TIS) for a proposed residential development on Cambridgepark Drive in Cambridge, MA.
The proposed project comprises a multi-family residential development with 200 units in a single building, supported by approximately 200 vehicle parking spaces and parking for 200 bicycles (the “Project”). The Project site is located on the south side of the 125 and 150 Cambridgepark Drive parcels. VHB proposes the following Scope for the TIS for your consideration:
The TIS will comply with the Cambridge, Traffic, Parking and Transportation Department’s TIS Guidelines.
AM and PM peak hour traffic, pedestrian and bicycle turning movements counts (TMCs) have been collected on December 6, 2012 at the following proposed study area intersections:
1. Alewife Brook Parkway at Route 2/16
2. Alewife Brook Parkway at Cambridgepark Drive
3. Alewife Brook Parkway at Rindge Avenue
4. Cambridgepark Drive at Alewife Station Access Road
5. Alewife Station Access Road and the Route 2 westbound access ramp
In addition, 48-hour automatic traffic recorder (ATR) counts in 15-minute and 1-hour increments have been performed at the following locations:
A. Cambridgepark Drive, west of Alewife Station Access Road
B. Alewife Brook Parkway, north of Cambridgepark Drive
The Existing (2013) conditions analysis will be based on the un-adjusted December 2012 counts.
The ITE Land Use Code 220 (Apartments) average rate will be used for the trip generation analysis.
The national Average Vehicle Occupancy (AVO) of 1.08 will be used to convert ITE vehicle trips to person trips and a local AVO of 1.10 will be used to convert the adjusted person trips to vehicle trips for the trip generation analysis.
The mode split assumptions will be based on 2000 US Census Data for Census Tract 3549 provided by the City of Cambridge website, as shown below:
2000 Census Data
(City of Cambridge Website)
Mode Percentage Drive Alone 42.8% Transit 36.8% Rideshare 8.3% Bike 3.4% Walk 7.1% Other 0.0%
Work at Home 1.6%
The Project Generated trips associated with the Project will be assigned to the study area network based on 2000 Journey to Work Census Data for Tract 3549, as incorporated in the analysis for the Certified TIS for the 160 Cambridgepark Drive project.
The 2018 Future traffic analysis will include a general background growth rate of 0.5% per year over a five year horizon and specific projects planned or under construction in the area, as follows:
1. Residences at Route 2 2. 70 Fawcett Street 3. 160 Cambridgepark Drive 4. Concord/Wheeler Mixed Use Project 5. 70 Fawcett Street 6. 165 Cambridgepark Drive 7. Tyler Green
A parking analysis will be performed to identify existing parking on the Project site, replacement of existing parking spaces eliminated by the Project, and parking supply to support the new residential use. The analysis will explore the opportunity for shared parking between the new residential use and the use of existing parking by nearby office buildings.
The TIS will include crash data for the three most recent years available at the study area intersections.
We will be pleased to provide additional information or answer any questions you might have, and we look forward to receiving your confirmation of the scope for the TIS analysis.
Thank you for your assistance. Very truly yours, VANASSE HANGEN BRUSTLIN, INC.
R. David Black, Senior Project Manager Cc: John Conley, Equity Office Paul Filtzer, Equity Office Rich McKinnon, The McKinnon Company Kevin Renna, Goulston & Storrs
Traffic Counts
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Automatic Traffic Recorder Counts
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Page 1 Location : Alewife Brook ParkwayLocation : North of Cambridge Park DriveCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 05-Dec-12 NB Hour Totals SB Hour Totals Combined TotalsTime Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 * 309 * 35612:15 * 324 * 32512:30 * 328 * 33712:45 * 319 0 1280 * 303 0 1321 0 260101:00 * 307 * 30201:15 * 344 * 29701:30 * 335 * 29101:45 * 349 0 1335 * 270 0 1160 0 249502:00 * 430 * 28202:15 * 395 * 30202:30 * 429 * 27602:45 * 436 0 1690 * 298 0 1158 0 284803:00 * 502 * 29803:15 * 490 * 28203:30 * 502 * 32903:45 * 453 0 1947 * 288 0 1197 0 314404:00 * 492 * 29604:15 * 475 * 28304:30 * 479 * 32604:45 * 464 0 1910 * 277 0 1182 0 309205:00 36 450 80 26205:15 34 467 129 25705:30 51 482 219 34305:45 60 472 181 1871 276 225 704 1087 885 295806:00 87 452 364 25806:15 102 475 460 23706:30 182 468 461 26406:45 247 457 618 1852 329 258 1614 1017 2232 286907:00 315 314 365 30707:15 317 297 326 28307:30 357 306 337 21707:45 328 281 1317 1198 295 197 1323 1004 2640 220208:00 344 315 349 19708:15 318 312 336 22708:30 355 285 320 16708:45 265 298 1282 1210 302 152 1307 743 2589 195309:00 303 268 395 15109:15 270 258 354 14709:30 297 257 380 12109:45 271 242 1141 1025 325 117 1454 536 2595 156110:00 259 253 371 11510:15 255 194 388 10410:30 261 215 362 11310:45 247 178 1022 840 346 98 1467 430 2489 127011:00 268 177 312 6411:15 292 133 318 5011:30 278 120 357 3911:45 299 105 1137 535 315 34 1302 187 2439 722Total 6698 16693 9171 11022 15869 27715
Percent 28.6% 71.4% 45.4% 54.6% 36.4% 63.6%
Page 2 Location : Alewife Brook ParkwayLocation : North of Cambridge Park DriveCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 06-Dec-12 NB Hour Totals SB Hour Totals Combined TotalsTime Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 104 321 28 28512:15 67 328 28 32012:30 49 316 20 31912:45 40 344 260 1309 9 295 85 1219 345 252801:00 39 320 12 28501:15 28 358 20 29101:30 23 349 12 29401:45 23 349 113 1376 6 298 50 1168 163 254402:00 4 359 14 30302:15 13 395 10 26702:30 12 436 11 31002:45 8 453 37 1643 12 314 47 1194 84 283703:00 18 458 8 31303:15 11 439 17 31303:30 12 499 11 29703:45 15 457 56 1853 20 292 56 1215 112 306804:00 16 475 18 32904:15 17 471 21 31704:30 15 477 47 35204:45 22 473 70 1896 56 299 142 1297 212 319305:00 28 495 77 31305:15 34 491 152 32805:30 46 485 202 36605:45 74 467 182 1938 302 280 733 1287 915 322506:00 106 448 352 30406:15 113 439 459 34706:30 200 442 438 28806:45 233 384 652 1713 369 324 1618 1263 2270 297607:00 289 337 408 31207:15 322 325 273 28007:30 344 323 311 25307:45 321 297 1276 1282 260 203 1252 1048 2528 233008:00 345 326 304 18808:15 314 302 214 18508:30 352 319 292 18008:45 303 318 1314 1265 318 164 1128 717 2442 198209:00 289 298 324 16909:15 279 338 309 17409:30 265 306 357 15109:45 266 244 1099 1186 333 144 1323 638 2422 182410:00 242 240 391 12410:15 249 220 373 11610:30 290 216 344 10110:45 303 190 1084 866 361 91 1469 432 2553 129811:00 267 138 320 7211:15 298 161 315 6311:30 320 128 327 6611:45 312 143 1197 570 311 32 1273 233 2470 803Total 7340 16897 9176 11711 16516 28608
Percent 30.3% 69.7% 43.9% 56.1% 36.6% 63.4%
Page 3 Location : Alewife Brook ParkwayLocation : North of Cambridge Park DriveCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 07-Dec-12 NB Hour Totals SB Hour Totals Combined TotalsTime Fri Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 127 * 37 *12:15 114 * 24 *12:30 68 * 26 *12:45 54 * 363 0 19 * 106 0 469 001:00 39 * 22 *01:15 38 * 19 *01:30 37 * 15 *01:45 19 * 133 0 20 * 76 0 209 002:00 29 * 12 *02:15 27 * 11 *02:30 16 * 19 *02:45 20 * 92 0 15 * 57 0 149 003:00 14 * 11 *03:15 18 * 13 *03:30 17 * 22 *03:45 19 * 68 0 33 * 79 0 147 004:00 15 * 14 *04:15 9 * 25 *04:30 12 * 40 *04:45 19 * 55 0 58 * 137 0 192 005:00 * * * * * * * * * *05:15 * * * * * * * * * *05:30 * * * * * * * * * *05:45 * * * * * * * * * *06:00 * * * * * * * * * *06:15 * * * * * * * * * *06:30 * * * * * * * * * *06:45 * * * * * * * * * *07:00 * * * * * * * * * *07:15 * * * * * * * * * *07:30 * * * * * * * * * *07:45 * * * * * * * * * *08:00 * * * * * * * * * *08:15 * * * * * * * * * *08:30 * * * * * * * * * *08:45 * * * * * * * * * *09:00 * * * * * * * * * *09:15 * * * * * * * * * *09:30 * * * * * * * * * *09:45 * * * * * * * * * *10:00 * * * * * * * * * *10:15 * * * * * * * * * *10:30 * * * * * * * * * *10:45 * * * * * * * * * *11:00 * * * * * * * * * *11:15 * * * * * * * * * *11:30 * * * * * * * * * *11:45 * * * * * * * * * *Total 711 0 455 0 1166 0
Percent 100.0% 0.0% 100.0% 0.0% 100.0% 0.0%GrandTotal
14749 33590 18802 22733 33551 56323
Percent 30.5% 69.5% 45.3% 54.7% 37.3% 62.7%
ADT ADT 44,938 AADT 44,938
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Page 1 Location : Cambridge Park DriveLocation : West of 'T' Access RoadCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 05-Dec-12 WB Hour Totals EB Hour Totals Combined TotalsTime Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 * 26 * 4812:15 * 37 * 3312:30 * 17 * 2712:45 * 35 0 115 * 21 0 129 0 24401:00 * 33 * 3501:15 * 22 * 3301:30 * 40 * 2701:45 * 23 0 118 * 29 0 124 0 24202:00 * 30 * 3902:15 * 31 * 2102:30 * 16 * 3002:45 * 29 0 106 * 22 0 112 0 21803:00 * 33 * 4403:15 * 24 * 4703:30 * 6 * 5403:45 * 6 0 69 * 76 0 221 0 29004:00 * 18 * 6704:15 * 20 * 4104:30 * 13 * 7704:45 * 44 0 95 * 55 0 240 0 33505:00 6 17 3 9205:15 9 11 2 8105:30 7 26 3 6905:45 16 27 38 81 1 61 9 303 47 38406:00 26 5 4 7206:15 26 6 6 5606:30 64 40 9 4206:45 55 7 171 58 16 58 35 228 206 28607:00 52 3 20 3607:15 58 7 18 3407:30 70 21 27 1507:45 78 9 258 40 26 24 91 109 349 14908:00 102 8 31 2308:15 106 7 18 1408:30 106 2 49 1108:45 104 6 418 23 32 8 130 56 548 7909:00 98 5 20 1009:15 74 5 19 1109:30 73 1 12 909:45 75 6 320 17 19 2 70 32 390 4910:00 53 6 20 910:15 53 2 23 510:30 46 2 11 510:45 36 9 188 19 9 3 63 22 251 4111:00 29 1 25 411:15 26 2 28 311:30 34 1 31 511:45 27 1 116 5 31 0 115 12 231 17Total 1509 746 513 1588 2022 2334
Percent 66.9% 33.1% 24.4% 75.6% 46.4% 53.6%
Page 2 Location : Cambridge Park DriveLocation : West of 'T' Access RoadCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 06-Dec-12 WB Hour Totals EB Hour Totals Combined TotalsTime Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 2 31 1 4112:15 3 40 4 3212:30 1 21 0 2212:45 1 39 7 131 1 25 6 120 13 25101:00 2 35 3 2901:15 1 40 1 3701:30 0 39 0 3501:45 0 25 3 139 1 28 5 129 8 26802:00 0 23 0 3902:15 0 22 0 3102:30 0 32 1 4702:45 0 19 0 96 2 28 3 145 3 24103:00 0 30 4 3903:15 0 18 0 5803:30 0 23 0 5903:45 3 19 3 90 1 54 5 210 8 30004:00 7 29 0 5404:15 0 21 1 4704:30 10 30 2 6504:45 5 27 22 107 2 66 5 232 27 33905:00 2 23 2 8405:15 4 12 0 7105:30 9 27 1 6805:45 14 38 29 100 6 52 9 275 38 37506:00 16 25 1 6506:15 24 12 7 4906:30 31 15 20 4906:45 55 19 126 71 9 30 37 193 163 26407:00 79 4 17 3307:15 57 10 15 2207:30 50 13 20 2707:45 57 1 243 28 23 22 75 104 318 13208:00 75 5 15 1508:15 73 4 38 1508:30 71 7 44 508:45 92 6 311 22 38 5 135 40 446 6209:00 97 4 34 309:15 104 8 21 909:30 75 2 24 1309:45 78 5 354 19 14 8 93 33 447 5210:00 50 3 18 1010:15 46 5 12 210:30 39 3 20 410:45 45 2 180 13 17 3 67 19 247 3211:00 26 1 21 211:15 34 4 23 011:30 21 5 21 111:45 31 3 112 13 22 5 87 8 199 21Total 1390 829 527 1508 1917 2337
Percent 62.6% 37.4% 25.9% 74.1% 45.1% 54.9%
Page 3 Location : Cambridge Park DriveLocation : West of 'T' Access RoadCity/State: Cambridge, MA
Accurate Counts978-664-2565
Start 07-Dec-12 WB Hour Totals EB Hour Totals Combined TotalsTime Fri Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 2 * 0 *12:15 1 * 1 *12:30 1 * 2 *12:45 1 * 5 0 0 * 3 0 8 001:00 0 * 1 *01:15 0 * 1 *01:30 0 * 0 *01:45 0 * 0 0 0 * 2 0 2 002:00 0 * 0 *02:15 0 * 0 *02:30 1 * 2 *02:45 1 * 2 0 2 * 4 0 6 003:00 0 * 3 *03:15 3 * 0 *03:30 1 * 0 *03:45 2 * 6 0 1 * 4 0 10 004:00 4 * 1 *04:15 6 * 3 *04:30 4 * 2 *04:45 8 * 22 0 1 * 7 0 29 005:00 * * * * * * * * * *05:15 * * * * * * * * * *05:30 * * * * * * * * * *05:45 * * * * * * * * * *06:00 * * * * * * * * * *06:15 * * * * * * * * * *06:30 * * * * * * * * * *06:45 * * * * * * * * * *07:00 * * * * * * * * * *07:15 * * * * * * * * * *07:30 * * * * * * * * * *07:45 * * * * * * * * * *08:00 * * * * * * * * * *08:15 * * * * * * * * * *08:30 * * * * * * * * * *08:45 * * * * * * * * * *09:00 * * * * * * * * * *09:15 * * * * * * * * * *09:30 * * * * * * * * * *09:45 * * * * * * * * * *10:00 * * * * * * * * * *10:15 * * * * * * * * * *10:30 * * * * * * * * * *10:45 * * * * * * * * * *11:00 * * * * * * * * * *11:15 * * * * * * * * * *11:30 * * * * * * * * * *11:45 * * * * * * * * * *Total 35 0 20 0 55 0
Percent 100.0% 0.0% 100.0% 0.0% 100.0% 0.0%GrandTotal
2934 1575 1060 3096 3994 4671
Percent 65.1% 34.9% 25.5% 74.5% 46.1% 53.9%
ADT ADT 4,332 AADT 4,332
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:00
17
:00
13
:00
17
:00
--
--
--
13
:00
17
:00
Vo
l.-
--
-1
18
30
31
39
27
5-
--
--
-1
28
28
9
C
om
b.
To
tal
00
43
56
42
54
55
00
43
27
AD
TA
DT
4,3
32
AA
DT
4,3
32
Turning Movement Counts
This Page Left Blank Intentionally
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 1
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
ars - Trucks - B
usesA
lewife B
rook Pkwy
From N
orth'T
' Exit
From E
astA
lewife B
rook Pkwy
From South
Route 2
From W
estStart Tim
eLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightInt. Total
07:30 AM
054
1930
4323
31241
098
0290
105407:45 A
M0
70334
047
24294
560
1180
2481191
Total0
124527
090
47606
970
2160
5382245
08:00 AM
078
2550
3726
30148
0108
0261
111408:15 A
M0
62247
030
16275
460
1100
185971
08:30 AM
087
2150
3720
30448
091
0242
104408:45 A
M0
74230
029
22270
570
1070
2811070
Total0
301947
0133
841150
1990
4160
9694199
09:00 AM
098
2000
2322
22059
0103
0252
97709:15 A
M0
84171
023
24195
720
1780
2711018
Grand Total
0607
18450
269177
2171427
0913
02030
8439A
pprch %0
24.875.2
060.3
39.783.6
16.40
310
69Total %
07.2
21.90
3.22.1
25.75.1
010.8
024.1
Cars
0586
18300
232169
2111420
0897
01997
8242%
Cars
096.5
99.20
86.295.5
97.298.4
098.2
098.4
97.7Trucks
011
140
30
435
015
028
119%
Trucks0
1.80.8
01.1
02
1.20
1.60
1.41.4
Buses
010
10
348
172
01
05
78%
Buses
01.6
0.10
12.64.5
0.80.5
00.1
00.2
0.9
Alew
ife Brook Pkw
yFrom
North
'T' E
xitFrom
East
Alew
ife Brook Pkw
yFrom
SouthR
oute 2From
West
Start Time
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
Int. TotalPeak H
our Analysis From
07:30 AM
to 09:15 AM
- Peak 1 of 1Peak H
our for Entire Intersection Begins at 07:30 A
M07:30 A
M0
54193
2470
4323
66312
410
35398
0290
3881054
07:45 AM
070
334404
047
2471
29456
0350
1180
248366
119108:00 A
M0
78255
3330
3726
63301
480
349108
0261
3691114
08:15 AM
062
247309
030
1646
27546
0321
1100
185295
971Total V
olume
0264
10291293
0157
89246
1182191
01373
4340
9841418
4330%
App. Total
020.4
79.60
63.836.2
86.113.9
030.6
069.4
PHF
.000.846
.770.800
.000.835
.856.866
.947.853
.000.972
.919.000
.848.914
.909C
ars0
2541022
12760
13985
2241156
1880
1344427
0964
13914235
% C
ars0
96.299.3
98.70
88.595.5
91.197.8
98.40
97.998.4
098.0
98.197.8
Trucks0
46
100
30
315
20
176
018
2454
% Trucks
01.5
0.60.8
01.9
01.2
1.31.0
01.2
1.40
1.81.7
1.2B
uses0
61
70
154
1911
10
121
02
341
% B
uses0
2.30.1
0.50
9.64.5
7.70.9
0.50
0.90.2
00.2
0.20.9
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 2
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right
1022611029
Thru
25446264
Left 0000
InO
utT
otal700
12761976
810
186
713
7142007
1293
Right
8504
89Thru
1393
15157
Left
0000
OutTotal In0224224033019190246 246
Left1156
15111182
Thru18821191
Right0000
Out
Total
In
12181344
256222
1739
812
201248
26211373
Left
42761
434Thru
0000
Right
96418
2984
TotalOut In2317 1391 3708
24 24 4827 3 30
2368 37861418
Peak H
our Begins at 07:30 A
M
Cars
Trucks
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:45 AM
07:30 AM
07:30 AM
08:30 AM
+0 mins.
070
334404
043
2366
31241
0353
910
242333
+15 mins.
078
255333
047
2471
29456
0350
1070
281388
+30 mins.
062
247309
037
2663
30148
0349
1030
252355
+45 mins.
087
215302
030
1646
27546
0321
1780
271449
Total Volum
e0
2971051
13480
15789
2461182
1910
1373479
01046
1525%
App. Total
022
780
63.836.2
86.113.9
031.4
068.6
PHF
.000.853
.787.834
.000.835
.856.866
.947.853
.000.972
.673.000
.931.849
Cars
0288
10451333
0139
85224
1156188
01344
4700
10331503
% C
ars0
9799.4
98.90
88.595.5
91.197.8
98.40
97.998.1
098.8
98.6Trucks
02
68
03
03
152
017
90
1019
Accurate C
ounts978-664-2565
Buses
07
07
015
419
111
012
00
33
% B
uses0
2.40
0.50
9.64.5
7.70.9
0.50
0.90
00.3
0.2 A
lewife B
rook Pkw
y
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right
1045601051
Thru
28827297
Left 0000
In - Peak H
our: 07:45 AM
1333871348
Right
8504
89Thru
1393
15157
Left
0000
In - Peak Hour: 07:30 AM224
319
246
Left1156
15111182
Thru18821191
Right0000
In - Peak H
our: 07:30 AM
13441712
1373
Left
47090
479Thru
0000
Right
1033103
1046
In - Peak Hour: 08:30 AM1503
193
1525
Cars
Trucks
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 1
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
usesA
lewife B
rook Pkwy
From N
orth'T
' Exit
From E
astA
lewife B
rook Pkwy
From South
Route 2
From W
estStart Tim
eLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightInt. Total
07:30 AM
01
10
01
50
00
01
907:45 A
M0
30
06
01
10
00
011
Total0
41
06
16
10
00
120
08:00 AM
01
00
62
10
00
01
1108:15 A
M0
10
03
14
00
10
010
08:30 AM
02
00
40
30
00
01
1008:45 A
M0
10
04
21
00
00
19
Total0
50
017
59
00
10
340
09:00 AM
01
00
71
10
00
00
1009:15 A
M0
00
04
11
10
00
18
Grand Total
010
10
348
172
01
05
78A
pprch %0
90.99.1
081
1989.5
10.50
16.70
83.3Total %
012.8
1.30
43.610.3
21.82.6
01.3
06.4
Alew
ife Brook Pkw
yFrom
North
'T' E
xitFrom
East
Alew
ife Brook Pkw
yFrom
SouthR
oute 2From
West
Start Time
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
Int. TotalPeak H
our Analysis From
07:30 AM
to 09:15 AM
- Peak 1 of 1Peak H
our for Entire Intersection Begins at 07:45 A
M07:45 A
M0
30
30
60
61
10
20
00
011
08:00 AM
01
01
06
28
10
01
00
11
1108:15 A
M0
10
10
31
44
00
41
00
110
08:30 AM
02
02
04
04
30
03
00
11
10Total V
olume
07
07
019
322
91
010
10
23
42%
App. Total
0100
00
86.413.6
9010
033.3
066.7
PHF
.000.583
.000.583
.000.792
.375.688
.563.250
.000.625
.250.000
.500.750
.955
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 2
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right 0
Thru 7
Left 0
InO
utT
otal5
712
Right3
Thru19
Left0
OutTotal In02222
Left9T
hru1R
ight0
Out
Total
In9
1019
Left1
Thru0
Right2
TotalOut In28 3 31
Peak H
our Begins at 07:45 A
M
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:30 AM
08:30 AM
07:30 AM
08:00 AM
+0 mins.
01
12
04
04
50
05
00
11
+15 mins.
03
03
04
26
11
02
10
01
+30 mins.
01
01
07
18
10
01
00
11
+45 mins.
01
01
04
15
40
04
00
11
Total Volum
e0
61
70
194
2311
10
121
03
4%
App. Total
085.7
14.30
82.617.4
91.78.3
025
075
PHF
.000.500
.250.583
.000.679
.500.719
.550.250
.000.600
.250.000
.7501.000
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 3
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right 1
Thru 6
Left 0
In - Peak H
our: 07:30 AM
7
Right4
Thru19
Left0
In - Peak Hour: 08:30 AM23
Left11T
hru1R
ight0
In - Peak H
our: 07:30 AM
12
Left1
Thru0
Right3
In - Peak Hour: 08:00 AM4
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 1
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
arsA
lewife B
rook Pkwy
From N
orth'T
' Exit
From E
astA
lewife B
rook Pkwy
From South
Route 2
From W
estStart Tim
eLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightInt. Total
07:30 AM
051
1910
4122
30241
097
0287
103207:45 A
M0
65333
041
24291
530
1160
2411164
Total0
116524
082
46593
940
2130
5282196
08:00 AM
077
2550
3124
29648
0107
0255
109308:15 A
M0
61243
026
15267
460
1070
181946
08:30 AM
085
2140
3320
29547
091
0238
102308:45 A
M0
71226
025
20263
570
1010
2791042
Total0
294938
0115
791121
1980
4060
9534104
09:00 AM
094
2000
1621
21157
0101
0249
94909:15 A
M0
82168
019
23186
710
1770
267993
Grand Total
0586
18300
232169
2111420
0897
01997
8242A
pprch %0
24.375.7
057.9
42.183.4
16.60
310
69Total %
07.1
22.20
2.82.1
25.65.1
010.9
024.2
Alew
ife Brook Pkw
yFrom
North
'T' E
xitFrom
East
Alew
ife Brook Pkw
yFrom
SouthR
oute 2From
West
Start Time
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
Int. TotalPeak H
our Analysis From
07:30 AM
to 09:15 AM
- Peak 1 of 1Peak H
our for Entire Intersection Begins at 07:30 A
M07:30 A
M0
51191
2420
4122
63302
410
34397
0287
3841032
07:45 AM
065
333398
041
2465
29153
0344
1160
241357
116408:00 A
M0
77255
3320
3124
55296
480
344107
0255
3621093
08:15 AM
061
243304
026
1541
26746
0313
1070
181288
946Total V
olume
0254
10221276
0139
85224
1156188
01344
4270
9641391
4235%
App. Total
019.9
80.10
62.137.9
8614
030.7
069.3
PHF
.000.825
.767.802
.000.848
.885.862
.957.887
.000.977
.920.000
.840.906
.910
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 2
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right
1022T
hru254
Left 0
InO
utT
otal700
12761976
Right85
Thru139
Left0
OutTotal In0224224
Left1156
Thru188
Right0
Out
Total
In1218
13442562
Left427
Thru0
Right964
TotalOut In2317 1391 3708
Peak H
our Begins at 07:30 A
M
Cars
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:45 AM
07:30 AM
07:30 AM
08:30 AM
+0 mins.
065
333398
041
2263
30241
0343
910
238329
+15 mins.
077
255332
041
2465
29153
0344
1010
279380
+30 mins.
061
243304
031
2455
29648
0344
1010
249350
+45 mins.
085
214299
026
1541
26746
0313
1770
267444
Total Volum
e0
2881045
13330
13985
2241156
1880
1344470
01033
1503%
App. Total
021.6
78.40
62.137.9
8614
031.3
068.7
PHF
.000.847
.785.837
.000.848
.885.862
.957.887
.000.977
.664.000
.926.846
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 3
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right
1045T
hru288
Left 0
In - Peak H
our: 07:45 AM
1333
Right85
Thru139
Left0
In - Peak Hour: 07:30 AM224
Left1156
Thru188
Right0
In - Peak H
our: 07:30 AM
1344
Left470
Thru0
Right1033
In - Peak Hour: 08:30 AM1503
Cars
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 1
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- T
rucksA
lewife B
rook Pkwy
From N
orth'T
' Exit
From E
astA
lewife B
rook Pkwy
From South
Route 2
From W
estStart Tim
eLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightLeft
ThruR
ightInt. Total
07:30 AM
02
10
20
50
01
02
1307:45 A
M0
21
00
02
20
20
716
Total0
42
02
07
20
30
929
08:00 AM
00
00
00
40
01
05
1008:15 A
M0
04
01
04
00
20
415
08:30 AM
00
10
00
61
00
03
1108:45 A
M0
24
00
06
00
60
119
Total0
29
01
020
10
90
1355
09:00 AM
03
00
00
82
02
03
1809:15 A
M0
23
00
08
00
10
317
Grand Total
011
140
30
435
015
028
119A
pprch %0
4456
0100
089.6
10.40
34.90
65.1Total %
09.2
11.80
2.50
36.14.2
012.6
023.5
Alew
ife Brook Pkw
yFrom
North
'T' E
xitFrom
East
Alew
ife Brook Pkw
yFrom
SouthR
oute 2From
West
Start Time
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
LeftThru
Right
App. Total
Int. TotalPeak H
our Analysis From
07:30 AM
to 09:15 AM
- Peak 1 of 1Peak H
our for Entire Intersection Begins at 08:30 A
M08:30 A
M0
01
10
00
06
10
70
03
311
08:45 AM
02
46
00
00
60
06
60
17
1909:00 A
M0
30
30
00
08
20
102
03
518
09:15 AM
02
35
00
00
80
08
10
34
17Total V
olume
07
815
00
00
283
031
90
1019
65%
App. Total
046.7
53.30
00
90.39.7
047.4
052.6
PHF
.000.583
.500.625
.000.000
.000.000
.875.375
.000.775
.375.000
.833.679
.855
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 2
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right 8
Thru 7
Left 0
InO
utT
otal12
1527
Right0
Thru0
Left0
OutTotal In000
Left28T
hru3R
ight0
Out
Total
In17
3148
Left9
Thru0
Right10
TotalOut In36 19 55
Peak H
our Begins at 08:30 A
M
Trucks
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:30 AM
07:30 AM
08:30 AM
07:30 AM
+0 mins.
00
11
02
02
61
07
10
23
+15 mins.
02
46
00
00
60
06
20
79
+30 mins.
03
03
00
00
82
010
10
56
+45 mins.
02
35
01
01
80
08
20
46
Total Volum
e0
78
150
30
328
30
316
018
24%
App. Total
046.7
53.30
1000
90.39.7
025
075
PHF
.000.583
.500.625
.000.375
.000.375
.875.375
.000.775
.750.000
.643.667
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 3
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
Right 8
Thru 7
Left 0
In - Peak H
our: 08:30 AM
15
Right0
Thru3
Left0
In - Peak Hour: 07:30 AM3
Left28T
hru3R
ight0
In - Peak H
our: 08:30 AM
31
Left6
Thru0
Right18
In - Peak Hour: 07:30 AM24
Trucks
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 1
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- Peds
'T' E
xitFrom
East
Start Time
SBN
BInt. Total
07:30 AM
00
007:45 A
M1
01
Total1
01
08:00 AM
00
008:15 A
M1
01
08:30 AM
10
108:45 A
M1
01
Total3
03
09:00 AM
00
009:15 A
M0
00
Grand Total
40
4A
pprch %100
0Total %
1000
From N
orth'T
' Exit
From E
astFrom
SouthFrom
West
Start Time
App. Total
SBN
BA
pp. TotalA
pp. TotalA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 07:45 AM
07:45 AM
01
01
00
108:00 A
M0
00
00
00
08:15 AM
01
01
00
108:30 A
M0
10
10
01
Total Volum
e0
30
30
03
% A
pp. Total100
0PH
F.000
.750.000
.750.000
.000.750
Accurate C
ounts978-664-2565
File Nam
e: 11810001
Site Code
: 11810001Start D
ate: 12/6/2012
Page No
: 2
N/S Street : A
lewife B
rook Parkway
E/W Street: R
oute 2 / 'T' ExitC
ity/State : Cam
bridge, MA
Weather : C
lear
Alew
ife Brook P
kwy
Route 2 'T' Exit
Alew
ife Brook P
kwy
InO
utT
otal0
00
Right0
Left3
OutTotal In033
Out
Total
In3
03
TotalOut In0 0 0
Peak H
our Begins at 07:45 A
M
Peds
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:30 AM
07:45 AM
07:30 AM
07:30 AM
+0 mins.
01
01
00
+15 mins.
00
00
00
+30 mins.
01
01
00
+45 mins.
01
01
00
Total Volum
e0
30
30
0%
App. Total
1000
PHF
.000.750
.000.750
.000.000
Accurate C
ounts978-664-2565
File
Nam
e: 1
1810
001
Site
Cod
e: 1
1810
001
Star
t Dat
e: 1
2/6/
2012
Page
No
: 3
N/S
Stre
et :
Ale
wife
Bro
ok P
arkw
ayE/
W S
treet
: Rou
te 2
/ 'T
' Exi
tC
ity/S
tate
: C
ambr
idge
, MA
Wea
ther
:
Cle
ar
Ale
wife
Bro
ok P
kwy
Route 2 'T' Exit
Ale
wife
Bro
ok P
kwy
In -
Pea
k H
our:
07:
30 A
M0
Right0
Left3
In - Peak Hour: 07:45 AM3
In -
Pea
k H
our:
07:
30 A
M0
In - Peak Hour: 07:30 AM0
Ped
s
Pea
k H
our
Dat
a
Nor
th
Acc
urat
e C
ount
s97
8-66
4-25
65
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAlewife Brook Pkwy
From North'T' Exit
From EastAlewife Brook Pkwy
From SouthRoute 2
From WestStart Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 83 219 0 112 83 367 84 0 162 0 255 136504:45 PM 0 65 187 0 122 73 410 76 0 135 0 237 1305
Total 0 148 406 0 234 156 777 160 0 297 0 492 2670
05:00 PM 0 86 198 0 111 102 406 71 0 157 0 235 136605:15 PM 0 88 199 0 111 79 453 76 0 140 0 229 137505:30 PM 0 94 205 0 122 89 394 79 0 141 0 309 143305:45 PM 0 89 191 0 136 104 445 80 0 110 0 209 1364
Total 0 357 793 0 480 374 1698 306 0 548 0 982 5538
06:00 PM 0 84 220 0 132 70 358 79 0 143 0 244 133006:15 PM 0 84 158 0 119 87 402 71 0 120 0 280 1321
Grand Total 0 673 1577 0 965 687 3235 616 0 1108 0 1998 10859Apprch % 0 29.9 70.1 0 58.4 41.6 84 16 0 35.7 0 64.3
Total % 0 6.2 14.5 0 8.9 6.3 29.8 5.7 0 10.2 0 18.4Cars 0 663 1573 0 945 678 3191 607 0 1104 0 1990 10751
% Cars 0 98.5 99.7 0 97.9 98.7 98.6 98.5 0 99.6 0 99.6 99Trucks 0 1 3 0 0 0 10 4 0 4 0 4 26
% Trucks 0 0.1 0.2 0 0 0 0.3 0.6 0 0.4 0 0.2 0.2Buses 0 9 1 0 20 9 34 5 0 0 0 4 82
% Buses 0 1.3 0.1 0 2.1 1.3 1.1 0.8 0 0 0 0.2 0.8
Alewife Brook PkwyFrom North
'T' ExitFrom East
Alewife Brook PkwyFrom South
Route 2From West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 86 198 284 0 111 102 213 406 71 0 477 157 0 235 392 136605:15 PM 0 88 199 287 0 111 79 190 453 76 0 529 140 0 229 369 137505:30 PM 0 94 205 299 0 122 89 211 394 79 0 473 141 0 309 450 143305:45 PM 0 89 191 280 0 136 104 240 445 80 0 525 110 0 209 319 1364
Total Volume 0 357 793 1150 0 480 374 854 1698 306 0 2004 548 0 982 1530 5538% App. Total 0 31 69 0 56.2 43.8 84.7 15.3 0 35.8 0 64.2
PHF .000 .949 .967 .962 .000 .882 .899 .890 .937 .956 .000 .947 .873 .000 .794 .850 .966Cars 0 354 792 1146 0 473 370 843 1677 300 0 1977 547 0 979 1526 5492
% Cars 0 99.2 99.9 99.7 0 98.5 98.9 98.7 98.8 98.0 0 98.7 99.8 0 99.7 99.7 99.2Trucks 0 0 0 0 0 0 0 0 4 2 0 6 1 0 1 2 8
% Trucks 0 0 0 0 0 0 0 0 0.2 0.7 0 0.3 0.2 0 0.1 0.1 0.1Buses 0 3 1 4 0 7 4 11 17 4 0 21 0 0 2 2 38
% Buses 0 0.8 0.1 0.3 0 1.5 1.1 1.3 1.0 1.3 0 1.0 0 0 0.2 0.1 0.7
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right
79201
793Thru
35403
357Left
0000
InOut Total1217 1146 2363
3 0 38 4 12
1228 23781150
Right
37004374
Thru
47307480
Left 0000
Out
Total
In0
843843
00
00
1111
0854
854
Left1677
417
1698
Thru300
24
306
Right0000
Out TotalIn
1333 1977 33101 6 75 21 26
1339 33432004
Left
547 1 0
548
Thr
u0 0 0 0R
ight
979 1 2
982
Tot
alO
utIn
2942
1526
4468
42
625
227
2971
4501
1530 Peak Hour Begins at 05:00 PM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 05:30 PM 05:00 PM 04:45 PM+0 mins. 0 88 199 287 0 122 89 211 406 71 0 477 135 0 237 372
+15 mins. 0 94 205 299 0 136 104 240 453 76 0 529 157 0 235 392+30 mins. 0 89 191 280 0 132 70 202 394 79 0 473 140 0 229 369+45 mins. 0 84 220 304 0 119 87 206 445 80 0 525 141 0 309 450
Total Volume 0 355 815 1170 0 509 350 859 1698 306 0 2004 573 0 1010 1583% App. Total 0 30.3 69.7 0 59.3 40.7 84.7 15.3 0 36.2 0 63.8
PHF .000 .944 .926 .962 .000 .936 .841 .895 .937 .956 .000 .947 .912 .000 .817 .879Cars 0 350 813 1163 0 499 345 844 1677 300 0 1977 570 0 1007 1577
% Cars 0 98.6 99.8 99.4 0 98 98.6 98.3 98.8 98 0 98.7 99.5 0 99.7 99.6Trucks 0 0 1 1 0 0 0 0 4 2 0 6 3 0 2 5
% Trucks 0 0 0.1 0.1 0 0 0 0 0.2 0.7 0 0.3 0.5 0 0.2 0.3Buses 0 5 1 6 0 10 5 15 17 4 0 21 0 0 1 1
% Buses 0 1.4 0.1 0.5 0 2 1.4 1.7 1 1.3 0 1 0 0 0.1 0.1
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right
81311
815Thru
35005
355Left
0000
In - Peak Hour: 05:15 PM1163
16
1170R
ight
34505350
Thru
499010
509Left 0000
In - Peak H
our: 05:30 PM
844015
859
Left1677
417
1698
Thru300
24
306
Right0000
In - Peak Hour: 05:00 PM
19776
212004
Left
570 3 0
573
Thr
u0 0 0 0R
ight
1007
2 110
10
In -
Pea
k H
our:
04:
45 P
M15
775 1
1583 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAlewife Brook Pkwy
From North'T' Exit
From EastAlewife Brook Pkwy
From SouthRoute 2
From WestStart Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 2 0 0 3 0 4 0 0 0 0 2 1104:45 PM 0 1 0 0 3 2 1 0 0 0 0 0 7
Total 0 3 0 0 6 2 5 0 0 0 0 2 18
05:00 PM 0 1 0 0 4 1 4 1 0 0 0 0 1105:15 PM 0 1 0 0 0 1 5 2 0 0 0 1 1005:30 PM 0 1 0 0 1 1 5 0 0 0 0 0 805:45 PM 0 0 1 0 2 1 3 1 0 0 0 1 9
Total 0 3 1 0 7 4 17 4 0 0 0 2 38
06:00 PM 0 3 0 0 2 1 6 0 0 0 0 0 1206:15 PM 0 0 0 0 5 2 6 1 0 0 0 0 14
Grand Total 0 9 1 0 20 9 34 5 0 0 0 4 82Apprch % 0 90 10 0 69 31 87.2 12.8 0 0 0 100
Total % 0 11 1.2 0 24.4 11 41.5 6.1 0 0 0 4.9
Alewife Brook PkwyFrom North
'T' ExitFrom East
Alewife Brook PkwyFrom South
Route 2From West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:30 PM
05:30 PM 0 1 0 1 0 1 1 2 5 0 0 5 0 0 0 0 805:45 PM 0 0 1 1 0 2 1 3 3 1 0 4 0 0 1 1 906:00 PM 0 3 0 3 0 2 1 3 6 0 0 6 0 0 0 0 1206:15 PM 0 0 0 0 0 5 2 7 6 1 0 7 0 0 0 0 14
Total Volume 0 4 1 5 0 10 5 15 20 2 0 22 0 0 1 1 43% App. Total 0 80 20 0 66.7 33.3 90.9 9.1 0 0 0 100
PHF .000 .333 .250 .417 .000 .500 .625 .536 .833 .500 .000 .786 .000 .000 .250 .250 .768
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right1
Thru4
Left0
InOut Total7 5 12
Right 5
Thru 10
Left 0
Out
Total
In0
1515
Left20
Thru2
Right0
Out TotalIn5 22 27
Left
0T
hru0
Rig
ht1
Tot
alO
utIn
311
32
Peak Hour Begins at 05:30 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 05:30 PM 05:15 PM 04:30 PM+0 mins. 0 1 0 1 0 1 1 2 5 2 0 7 0 0 2 2
+15 mins. 0 1 0 1 0 2 1 3 5 0 0 5 0 0 0 0+30 mins. 0 0 1 1 0 2 1 3 3 1 0 4 0 0 0 0+45 mins. 0 3 0 3 0 5 2 7 6 0 0 6 0 0 1 1
Total Volume 0 5 1 6 0 10 5 15 19 3 0 22 0 0 3 3% App. Total 0 83.3 16.7 0 66.7 33.3 86.4 13.6 0 0 0 100
PHF .000 .417 .250 .500 .000 .500 .625 .536 .792 .375 .000 .786 .000 .000 .375 .375
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right1
Thru5
Left0
In - Peak Hour: 05:15 PM6
Right 5
Thru 10
Left 0
In - Peak H
our: 05:30 PM
15
Left19
Thru3
Right0
In - Peak Hour: 05:15 PM22
Left
0T
hru0
Rig
ht3
In -
Pea
k H
our:
04:
30 P
M3
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAlewife Brook Pkwy
From North'T' Exit
From EastAlewife Brook Pkwy
From SouthRoute 2
From WestStart Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 80 218 0 109 83 362 83 0 162 0 251 134804:45 PM 0 64 186 0 119 71 407 75 0 133 0 236 1291
Total 0 144 404 0 228 154 769 158 0 295 0 487 2639
05:00 PM 0 85 198 0 107 101 402 70 0 157 0 234 135405:15 PM 0 87 199 0 111 78 445 73 0 139 0 228 136005:30 PM 0 93 205 0 121 88 389 79 0 141 0 309 142505:45 PM 0 89 190 0 134 103 441 78 0 110 0 208 1353
Total 0 354 792 0 473 370 1677 300 0 547 0 979 5492
06:00 PM 0 81 219 0 130 69 351 79 0 142 0 244 131506:15 PM 0 84 158 0 114 85 394 70 0 120 0 280 1305
Grand Total 0 663 1573 0 945 678 3191 607 0 1104 0 1990 10751Apprch % 0 29.7 70.3 0 58.2 41.8 84 16 0 35.7 0 64.3
Total % 0 6.2 14.6 0 8.8 6.3 29.7 5.6 0 10.3 0 18.5
Alewife Brook PkwyFrom North
'T' ExitFrom East
Alewife Brook PkwyFrom South
Route 2From West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 85 198 283 0 107 101 208 402 70 0 472 157 0 234 391 135405:15 PM 0 87 199 286 0 111 78 189 445 73 0 518 139 0 228 367 136005:30 PM 0 93 205 298 0 121 88 209 389 79 0 468 141 0 309 450 142505:45 PM 0 89 190 279 0 134 103 237 441 78 0 519 110 0 208 318 1353
Total Volume 0 354 792 1146 0 473 370 843 1677 300 0 1977 547 0 979 1526 5492% App. Total 0 30.9 69.1 0 56.1 43.9 84.8 15.2 0 35.8 0 64.2
PHF .000 .952 .966 .961 .000 .882 .898 .889 .942 .949 .000 .952 .871 .000 .792 .848 .964
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right792
Thru354
Left0
InOut Total1217 1146 2363
Right370
Thru473
Left 0
Out
Total
In0
843843
Left1677
Thru300
Right0
Out TotalIn1333 1977 3310
Left
547
Thr
u0R
ight
979
Tot
alO
utIn
2942
1526
4468
Peak Hour Begins at 05:00 PM
Cars
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 05:30 PM 05:00 PM 04:45 PM+0 mins. 0 87 199 286 0 121 88 209 402 70 0 472 133 0 236 369
+15 mins. 0 93 205 298 0 134 103 237 445 73 0 518 157 0 234 391+30 mins. 0 89 190 279 0 130 69 199 389 79 0 468 139 0 228 367+45 mins. 0 81 219 300 0 114 85 199 441 78 0 519 141 0 309 450
Total Volume 0 350 813 1163 0 499 345 844 1677 300 0 1977 570 0 1007 1577% App. Total 0 30.1 69.9 0 59.1 40.9 84.8 15.2 0 36.1 0 63.9
PHF .000 .941 .928 .969 .000 .931 .837 .890 .942 .949 .000 .952 .908 .000 .815 .876
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right813
Thru350
Left0
In - Peak Hour: 05:15 PM1163
Right345
Thru499
Left 0
In - Peak H
our: 05:30 PM
844
Left1677
Thru300
Right0
In - Peak Hour: 05:00 PM1977
Left
570
Thr
u0R
ight
1007
In -
Pea
k H
our:
04:
45 P
M15
77
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAlewife Brook Pkwy
From North'T' Exit
From EastAlewife Brook Pkwy
From SouthRoute 2
From WestStart Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 1 1 0 0 0 1 1 0 0 0 2 604:45 PM 0 0 1 0 0 0 2 1 0 2 0 1 7
Total 0 1 2 0 0 0 3 2 0 2 0 3 13
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 105:15 PM 0 0 0 0 0 0 3 1 0 1 0 0 505:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 0 0 0 0 0 0 4 2 0 1 0 1 8
06:00 PM 0 0 1 0 0 0 1 0 0 1 0 0 306:15 PM 0 0 0 0 0 0 2 0 0 0 0 0 2
Grand Total 0 1 3 0 0 0 10 4 0 4 0 4 26Apprch % 0 25 75 0 0 0 71.4 28.6 0 50 0 50
Total % 0 3.8 11.5 0 0 0 38.5 15.4 0 15.4 0 15.4
Alewife Brook PkwyFrom North
'T' ExitFrom East
Alewife Brook PkwyFrom South
Route 2From West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 1 1 2 0 0 0 0 1 1 0 2 0 0 2 2 604:45 PM 0 0 1 1 0 0 0 0 2 1 0 3 2 0 1 3 705:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 105:15 PM 0 0 0 0 0 0 0 0 3 1 0 4 1 0 0 1 5
Total Volume 0 1 2 3 0 0 0 0 6 3 0 9 3 0 4 7 19% App. Total 0 33.3 66.7 0 0 0 66.7 33.3 0 42.9 0 57.1
PHF .000 .250 .500 .375 .000 .000 .000 .000 .500 .750 .000 .563 .375 .000 .500 .583 .679
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right2
Thru1
Left0
InOut Total6 3 9
Right 0
Thru 0
Left 0
Out
Total
In0
00
Left6
Thru3
Right0
Out TotalIn5 9 14
Left
3T
hru0
Rig
ht4
Tot
alO
utIn
87
15
Peak Hour Begins at 04:30 PM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 0 1 1 2 0 0 0 0 1 1 0 2 0 0 2 2
+15 mins. 0 0 1 1 0 0 0 0 2 1 0 3 2 0 1 3+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1+45 mins. 0 0 0 0 0 0 0 0 3 1 0 4 1 0 0 1
Total Volume 0 1 2 3 0 0 0 0 6 3 0 9 3 0 4 7% App. Total 0 33.3 66.7 0 0 0 66.7 33.3 0 42.9 0 57.1
PHF .000 .250 .500 .375 .000 .000 .000 .000 .500 .750 .000 .563 .375 .000 .500 .583
Accurate Counts978-664-2565
File Name : 11810001Site Code : 11810001Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street: Route 2 / 'T' ExitCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Rou
te 2
'T' E
xit
Alewife Brook Pkwy
Right2
Thru1
Left0
In - Peak Hour: 04:30 PM3
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Left6
Thru3
Right0
In - Peak Hour: 04:30 PM9
Left
3T
hru0
Rig
ht4
In -
Pea
k H
our:
04:
30 P
M7
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
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File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 345 8 48 364 9 130 90407:45 AM 287 23 57 337 7 96 807
Total 632 31 105 701 16 226 1711
08:00 AM 323 13 77 349 7 96 86508:15 AM 238 15 61 313 8 86 72108:30 AM 302 21 75 356 8 93 85508:45 AM 334 29 63 274 8 108 816
Total 1197 78 276 1292 31 383 3257
09:00 AM 334 21 78 287 10 130 86009:15 AM 339 15 40 282 6 128 810
Grand Total 2502 145 499 2562 63 867 6638Apprch % 94.5 5.5 16.3 83.7 6.8 93.2
Total % 37.7 2.2 7.5 38.6 0.9 13.1Cars 2464 134 496 2514 50 850 6508
% Cars 98.5 92.4 99.4 98.1 79.4 98 98Trucks 33 3 2 44 1 10 93
% Trucks 1.3 2.1 0.4 1.7 1.6 1.2 1.4Buses 5 8 1 4 12 7 37
% Buses 0.2 5.5 0.2 0.2 19 0.8 0.6
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 302 21 323 0 75 356 431 8 93 101 85508:45 AM 334 29 363 0 63 274 337 8 108 116 81609:00 AM 334 21 355 0 78 287 365 10 130 140 86009:15 AM 339 15 354 0 40 282 322 6 128 134 810
Total Volume 1309 86 1395 0 256 1199 1455 32 459 491 3341% App. Total 93.8 6.2 17.6 82.4 6.5 93.5
PHF .965 .741 .961 .000 .821 .842 .844 .800 .883 .877 .971Cars 1288 81 1369 0 255 1173 1428 26 449 475 3272
% Cars 98.4 94.2 98.1 0 99.6 97.8 98.1 81.3 97.8 96.7 97.9Trucks 18 2 20 0 1 25 26 1 6 7 53
% Trucks 1.4 2.3 1.4 0 0.4 2.1 1.8 3.1 1.3 1.4 1.6Buses 3 3 6 0 0 1 1 5 4 9 16
% Buses 0.2 3.5 0.4 0 0 0.1 0.1 15.6 0.9 1.8 0.5
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right
8123
86Thru
1288183
1309
InOut Total1199 1369 2568
26 20 466 6 12
1231 26261395
Out
Total
In0
00
00
00
00
00
0
Left255
10
256
Thru1173
251
1199
Out TotalIn
1737 1428 316524 26 507 1 8
1768 32231455
Left26
1 532
Rig
ht
449 6 4
459
Tot
alO
utIn
336
475
811
37
103
912
342
833
491 Peak Hour Begins at 08:30 AM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:30 AM 07:45 AM 08:30 AM+0 mins. 302 21 323 0 57 337 394 8 93 101
+15 mins. 334 29 363 0 77 349 426 8 108 116+30 mins. 334 21 355 0 61 313 374 10 130 140+45 mins. 339 15 354 0 75 356 431 6 128 134
Total Volume 1309 86 1395 0 270 1355 1625 32 459 491% App. Total 93.8 6.2 16.6 83.4 6.5 93.5
PHF .965 .741 .961 .000 .877 .952 .943 .800 .883 .877Cars 1288 81 1369 0 268 1334 1602 26 449 475
% Cars 98.4 94.2 98.1 0 99.3 98.5 98.6 81.2 97.8 96.7Trucks 18 2 20 0 1 17 18 1 6 7
% Trucks 1.4 2.3 1.4 0 0.4 1.3 1.1 3.1 1.3 1.4Buses 3 3 6 0 1 4 5 5 4 9
% Buses 0.2 3.5 0.4 0 0.4 0.3 0.3 15.6 0.9 1.8
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right
8123
86Thru
1288183
1309
In - Peak Hour: 08:30 AM1369
206
1395
In - Peak H
our: 07:30 AM
0000
Left268
11
270
Thru1334
174
1355
In - Peak Hour: 07:45 AM
1602185
1625
Left26
1 532
Rig
ht
449 6 4
459
In -
Pea
k H
our:
08:
30 A
M47
5 7 949
1 CarsTrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 0 1 0 0 5 1 707:45 AM 0 1 1 2 0 0 4
Total 0 2 1 2 5 1 11
08:00 AM 1 2 0 0 1 0 408:15 AM 1 1 0 1 1 2 608:30 AM 1 0 0 1 2 1 508:45 AM 0 2 0 0 2 2 6
Total 3 5 0 2 6 5 21
09:00 AM 1 1 0 0 1 1 409:15 AM 1 0 0 0 0 0 1
Grand Total 5 8 1 4 12 7 37Apprch % 38.5 61.5 20 80 63.2 36.8
Total % 13.5 21.6 2.7 10.8 32.4 18.9
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 1 0 0 0 0 5 1 6 707:45 AM 0 1 1 0 1 2 3 0 0 0 408:00 AM 1 2 3 0 0 0 0 1 0 1 408:15 AM 1 1 2 0 0 1 1 1 2 3 6
Total Volume 2 5 7 0 1 3 4 7 3 10 21% App. Total 28.6 71.4 25 75 70 30
PHF .500 .625 .583 .000 .250 .375 .333 .350 .375 .417 .750
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right5
Thru2
InOut Total10 7 17
Out
Total
In0
00
Left1
Thru3
Out TotalIn5 4 9
Left
7R
ight3
Tot
alO
utIn
610
16
Peak Hour Begins at 07:30 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:00 AM 07:30 AM 07:45 AM 08:15 AM+0 mins. 1 2 3 0 1 2 3 1 2 3
+15 mins. 1 1 2 0 0 0 0 2 1 3+30 mins. 1 0 1 0 0 1 1 2 2 4+45 mins. 0 2 2 0 0 1 1 1 1 2
Total Volume 3 5 8 0 1 4 5 6 6 12% App. Total 37.5 62.5 20 80 50 50
PHF .750 .625 .667 .000 .250 .500 .417 .750 .750 .750
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right5
Thru3
In - Peak Hour: 08:00 AM8
In - Peak H
our: 07:30 AM
0
Left1
Thru4
In - Peak Hour: 07:45 AM5
Left
6R
ight6
In -
Pea
k H
our:
08:
15 A
M12
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 342 7 48 357 4 129 88707:45 AM 280 21 56 330 7 93 787
Total 622 28 104 687 11 222 1674
08:00 AM 317 11 77 349 6 95 85508:15 AM 237 14 60 305 7 84 70708:30 AM 295 21 75 350 6 91 83808:45 AM 330 27 62 269 6 105 799
Total 1179 73 274 1273 25 375 3199
09:00 AM 328 19 78 279 8 128 84009:15 AM 335 14 40 275 6 125 795
Grand Total 2464 134 496 2514 50 850 6508Apprch % 94.8 5.2 16.5 83.5 5.6 94.4
Total % 37.9 2.1 7.6 38.6 0.8 13.1
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 295 21 316 0 75 350 425 6 91 97 83808:45 AM 330 27 357 0 62 269 331 6 105 111 79909:00 AM 328 19 347 0 78 279 357 8 128 136 84009:15 AM 335 14 349 0 40 275 315 6 125 131 795
Total Volume 1288 81 1369 0 255 1173 1428 26 449 475 3272% App. Total 94.1 5.9 17.9 82.1 5.5 94.5
PHF .961 .750 .959 .000 .817 .838 .840 .813 .877 .873 .974
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right81
Thru1288
InOut Total1199 1369 2568
Out
Total
In0
00
Left255
Thru1173
Out TotalIn1737 1428 3165
Left26
Rig
ht44
9
Tot
alO
utIn
336
475
811
Peak Hour Begins at 08:30 AM
Cars
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:30 AM 07:45 AM 08:30 AM+0 mins. 295 21 316 0 56 330 386 6 91 97
+15 mins. 330 27 357 0 77 349 426 6 105 111+30 mins. 328 19 347 0 60 305 365 8 128 136+45 mins. 335 14 349 0 75 350 425 6 125 131
Total Volume 1288 81 1369 0 268 1334 1602 26 449 475% App. Total 94.1 5.9 16.7 83.3 5.5 94.5
PHF .961 .750 .959 .000 .870 .953 .940 .813 .877 .873
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right81
Thru1288
In - Peak Hour: 08:30 AM1369
In - Peak H
our: 07:30 AM
0
Left268
Thru1334
In - Peak Hour: 07:45 AM1602
Left26
Rig
ht44
9
In -
Pea
k H
our:
08:
30 A
M47
5
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 3 0 0 7 0 0 1007:45 AM 7 1 0 5 0 3 16
Total 10 1 0 12 0 3 26
08:00 AM 5 0 0 0 0 1 608:15 AM 0 0 1 7 0 0 808:30 AM 6 0 0 5 0 1 1208:45 AM 4 0 1 5 0 1 11
Total 15 0 2 17 0 3 37
09:00 AM 5 1 0 8 1 1 1609:15 AM 3 1 0 7 0 3 14
Grand Total 33 3 2 44 1 10 93Apprch % 91.7 8.3 4.3 95.7 9.1 90.9
Total % 35.5 3.2 2.2 47.3 1.1 10.8
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 6 0 6 0 0 5 5 0 1 1 1208:45 AM 4 0 4 0 1 5 6 0 1 1 1109:00 AM 5 1 6 0 0 8 8 1 1 2 1609:15 AM 3 1 4 0 0 7 7 0 3 3 14
Total Volume 18 2 20 0 1 25 26 1 6 7 53% App. Total 90 10 3.8 96.2 14.3 85.7
PHF .750 .500 .833 .000 .250 .781 .813 .250 .500 .583 .828
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right2
Thru18
InOut Total26 20 46
Out
Total
In0
00
Left1
Thru25
Out TotalIn24 26 50
Left
1R
ight6
Tot
alO
utIn
37
10
Peak Hour Begins at 08:30 AM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:30 AM 08:15 AM 08:30 AM+0 mins. 6 0 6 0 1 7 8 0 1 1
+15 mins. 4 0 4 0 0 5 5 0 1 1+30 mins. 5 1 6 0 1 5 6 1 1 2+45 mins. 3 1 4 0 0 8 8 0 3 3
Total Volume 18 2 20 0 2 25 27 1 6 7% App. Total 90 10 7.4 92.6 14.3 85.7
PHF .750 .500 .833 .000 .500 .781 .844 .250 .500 .583
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right2
Thru18
In - Peak Hour: 08:30 AM20
In - Peak H
our: 07:30 AM
0
Left2
Thru25
In - Peak Hour: 08:15 AM27
Left
1R
ight6
In -
Pea
k H
our:
08:
30 A
M7
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAlewife Brook Pkwy
From North From EastAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time EB WB SB NB WB EB NB SB Int. Total07:30 AM 0 0 0 4 0 0 0 0 407:45 AM 0 0 4 3 0 0 0 0 7
Total 0 0 4 7 0 0 0 0 11
08:00 AM 0 0 5 5 0 0 0 0 1008:15 AM 0 0 7 3 0 0 0 0 1008:30 AM 0 0 4 3 0 0 0 0 708:45 AM 0 1 2 8 0 1 0 0 12
Total 0 1 18 19 0 1 0 0 39
09:00 AM 0 0 5 1 0 0 0 0 609:15 AM 0 0 3 2 0 0 0 0 5
Grand Total 0 1 30 29 0 1 0 0 61Apprch % 0 100 50.8 49.2 0 100 0 0
Total % 0 1.6 49.2 47.5 0 1.6 0 0
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time EB WB App. Total SB NB App. Total WB EB App. Total NB SB App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 5 5 10 0 0 0 0 0 0 1008:15 AM 0 0 0 7 3 10 0 0 0 0 0 0 1008:30 AM 0 0 0 4 3 7 0 0 0 0 0 0 708:45 AM 0 1 1 2 8 10 0 1 1 0 0 0 12
Total Volume 0 1 1 18 19 37 0 1 1 0 0 0 39% App. Total 0 100 48.6 51.4 0 100 0 0
PHF .000 .250 .250 .643 .594 .925 .000 .250 .250 .000 .000 .000 .813
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right1
Left0
InOut Total19 1 20
Right
19Left 18
Out
Total
In1
3738
Left0
Right1
Out TotalIn18 1 19
Left
0R
ight0
Tot
alO
utIn
10
1
Peak Hour Begins at 08:00 AM
Peds
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 07:30 AM+0 mins. 0 0 0 5 5 10 0 0 0 0 0 0
+15 mins. 0 0 0 7 3 10 0 0 0 0 0 0+30 mins. 0 0 0 4 3 7 0 0 0 0 0 0+45 mins. 0 1 1 2 8 10 0 1 1 0 0 0
Total Volume 0 1 1 18 19 37 0 1 1 0 0 0% App. Total 0 100 48.6 51.4 0 100 0 0
PHF .000 .250 .250 .643 .594 .925 .000 .250 .250 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right1
Left0
In - Peak Hour: 08:00 AM1
Right
19Left 18
In - Peak H
our: 08:00 AM
37
Left0
Right1
In - Peak Hour: 08:00 AM1
Left
0R
ight0
In -
Pea
k H
our:
07:
30 A
M0
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 008:15 AM 0 0 1 0 1 0 208:30 AM 0 0 0 0 0 1 108:45 AM 0 0 1 0 0 0 1
Total 0 0 2 0 1 1 4
09:00 AM 0 0 0 0 0 1 109:15 AM 0 0 0 0 1 0 1
Grand Total 0 0 2 0 2 2 6Apprch % 0 0 100 0 50 50
Total % 0 0 33.3 0 33.3 33.3
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 0 0 0 1 0 1 1 0 1 208:30 AM 0 0 0 0 0 0 0 0 1 1 108:45 AM 0 0 0 0 1 0 1 0 0 0 109:00 AM 0 0 0 0 0 0 0 0 1 1 1
Total Volume 0 0 0 0 2 0 2 1 2 3 5% App. Total 0 0 100 0 33.3 66.7
PHF .000 .000 .000 .000 .500 .000 .500 .250 .500 .750 .625
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
InOut Total1 0 1
Out
Total
In0
00
Left2
Thru0
Out TotalIn2 2 4
Left
1R
ight2
Tot
alO
utIn
23
5
Peak Hour Begins at 08:15 AM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 08:00 AM 08:15 AM+0 mins. 0 0 0 0 0 0 0 1 0 1
+15 mins. 0 0 0 0 1 0 1 0 1 1+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 1 0 1 0 1 1
Total Volume 0 0 0 0 2 0 2 1 2 3% App. Total 0 0 100 0 33.3 66.7
PHF .000 .000 .000 .000 .500 .000 .500 .250 .500 .750
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
In - Peak Hour: 07:30 AM0
In - Peak H
our: 07:30 AM
0
Left2
Thru0
In - Peak Hour: 08:00 AM2
Left
1R
ight2
In -
Pea
k H
our:
08:
15 A
M3
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total07:30 AM 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 008:15 AM 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 008:45 AM 0 0 1 0 0 1 2
Total 0 0 1 0 0 1 2
09:00 AM 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 1 1
Grand Total 0 0 1 0 0 2 3Apprch % 0 0 100 0 0 100
Total % 0 0 33.3 0 0 66.7
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 1 0 1 0 1 1 209:00 AM 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 0 0 0 1 1 1
Total Volume 0 0 0 0 1 0 1 0 2 2 3% App. Total 0 0 100 0 0 100
PHF .000 .000 .000 .000 .250 .000 .250 .000 .500 .500 .375
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
InOut Total0 0 0
Out
Total
In0
00
Left1
Thru0
Out TotalIn2 1 3
Left
0R
ight2
Tot
alO
utIn
12
3
Peak Hour Begins at 08:30 AM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 08:00 AM 08:30 AM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 1 1+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 1 0 1 0 1 1
Total Volume 0 0 0 0 1 0 1 0 2 2% App. Total 0 0 100 0 0 100
PHF .000 .000 .000 .000 .250 .000 .250 .000 .500 .500
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
In - Peak Hour: 07:30 AM0
In - Peak H
our: 07:30 AM
0
Left1
Thru0
In - Peak Hour: 08:00 AM1
Left
0R
ight2
In -
Pea
k H
our:
08:
30 A
M2
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 315 6 24 371 65 102 88304:45 PM 296 16 25 400 77 94 908
Total 611 22 49 771 142 196 1791
05:00 PM 315 11 33 448 96 164 106705:15 PM 292 9 24 359 108 168 96005:30 PM 389 11 36 442 92 147 111705:45 PM 305 9 29 355 103 112 913
Total 1301 40 122 1604 399 591 4057
06:00 PM 305 11 32 358 101 178 98506:15 PM 347 9 31 348 86 170 991
Grand Total 2564 82 234 3081 728 1135 7824Apprch % 96.9 3.1 7.1 92.9 39.1 60.9
Total % 32.8 1 3 39.4 9.3 14.5Cars 2557 77 229 3076 706 1129 7774
% Cars 99.7 93.9 97.9 99.8 97 99.5 99.4Trucks 6 0 1 4 4 1 16
% Trucks 0.2 0 0.4 0.1 0.5 0.1 0.2Buses 1 5 4 1 18 5 34
% Buses 0 6.1 1.7 0 2.5 0.4 0.4
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 315 11 326 0 33 448 481 96 164 260 106705:15 PM 292 9 301 0 24 359 383 108 168 276 96005:30 PM 389 11 400 0 36 442 478 92 147 239 111705:45 PM 305 9 314 0 29 355 384 103 112 215 913
Total Volume 1301 40 1341 0 122 1604 1726 399 591 990 4057% App. Total 97 3 7.1 92.9 40.3 59.7
PHF .836 .909 .838 .000 .847 .895 .897 .924 .879 .897 .908Cars 1295 36 1331 0 118 1601 1719 385 587 972 4022
% Cars 99.5 90.0 99.3 0 96.7 99.8 99.6 96.5 99.3 98.2 99.1Trucks 6 0 6 0 1 2 3 4 1 5 14
% Trucks 0.5 0 0.4 0 0.8 0.1 0.2 1.0 0.2 0.5 0.3Buses 0 4 4 0 3 1 4 10 3 13 21
% Buses 0 10.0 0.3 0 2.5 0.1 0.2 2.5 0.5 1.3 0.5
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right
3604
40Thru
129560
1301
InOut Total1986 1331 3317
6 6 1211 4 15
2003 33441341
Out
Total
In0
00
00
00
00
00
0
Left118
13
122
Thru1601
21
1604
Out TotalIn
1882 1719 36017 3 103 4 7
1892 36181726
Left
385 4
1039
9R
ight
587 1 3
591
Tot
alO
utIn
154
972
1126
15
67
1320
162
1152
990 Peak Hour Begins at 05:00 PM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 04:30 PM 04:45 PM 05:15 PM+0 mins. 389 11 400 0 25 400 425 108 168 276
+15 mins. 305 9 314 0 33 448 481 92 147 239+30 mins. 305 11 316 0 24 359 383 103 112 215+45 mins. 347 9 356 0 36 442 478 101 178 279
Total Volume 1346 40 1386 0 118 1649 1767 404 605 1009% App. Total 97.1 2.9 6.7 93.3 40 60
PHF .865 .909 .866 .000 .819 .920 .918 .935 .850 .904Cars 1343 37 1380 0 114 1647 1761 388 603 991
% Cars 99.8 92.5 99.6 0 96.6 99.9 99.7 96 99.7 98.2Trucks 2 0 2 0 1 1 2 2 0 2
% Trucks 0.1 0 0.1 0 0.8 0.1 0.1 0.5 0 0.2Buses 1 3 4 0 3 1 4 14 2 16
% Buses 0.1 7.5 0.3 0 2.5 0.1 0.2 3.5 0.3 1.6
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right
3703
40Thru
134321
1346
In - Peak Hour: 05:30 PM1380
24
1386
In - Peak H
our: 04:30 PM
0000
Left114
13
118
Thru1647
11
1649
In - Peak Hour: 04:45 PM
176124
1767
Left
388 2
1440
4R
ight
603 0 2
605
In -
Pea
k H
our:
05:
15 P
M99
1 216
1009 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
05:00 PM 0 1 1 1 2 1 605:15 PM 0 1 2 0 2 1 605:30 PM 0 1 0 0 3 0 405:45 PM 0 1 0 0 3 1 5
Total 0 4 3 1 10 3 21
06:00 PM 1 1 1 0 6 0 906:15 PM 0 0 0 0 2 2 4
Grand Total 1 5 4 1 18 5 34Apprch % 16.7 83.3 80 20 78.3 21.7
Total % 2.9 14.7 11.8 2.9 52.9 14.7
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 0 1 1 0 2 0 2 2 1 3 605:30 PM 0 1 1 0 0 0 0 3 0 3 405:45 PM 0 1 1 0 0 0 0 3 1 4 506:00 PM 1 1 2 0 1 0 1 6 0 6 9
Total Volume 1 4 5 0 3 0 3 14 2 16 24% App. Total 20 80 100 0 87.5 12.5
PHF .250 1.00 .625 .000 .375 .000 .375 .583 .500 .667 .667
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right4
Thru1
InOut Total14 5 19
Out
Total
In0
00
Left3
Thru0
Out TotalIn3 3 6
Left14
Rig
ht2
Tot
alO
utIn
716
23
Peak Hour Begins at 05:15 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 04:30 PM 04:30 PM 05:30 PM+0 mins. 0 1 1 0 0 0 0 3 0 3
+15 mins. 0 1 1 0 0 0 0 3 1 4+30 mins. 0 1 1 0 1 1 2 6 0 6+45 mins. 1 1 2 0 2 0 2 2 2 4
Total Volume 1 4 5 0 3 1 4 14 3 17% App. Total 20 80 75 25 82.4 17.6
PHF .250 1.000 .625 .000 .375 .250 .500 .583 .375 .708
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right4
Thru1
In - Peak Hour: 05:15 PM5
In - Peak H
our: 04:30 PM
0
Left3
Thru1
In - Peak Hour: 04:30 PM4
Left14
Rig
ht3
In -
Pea
k H
our:
05:
30 P
M17
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 315 6 24 371 65 102 88304:45 PM 296 16 25 400 77 94 908
Total 611 22 49 771 142 196 1791
05:00 PM 312 10 32 447 92 162 105505:15 PM 291 8 21 358 106 167 95105:30 PM 387 10 36 442 87 147 110905:45 PM 305 8 29 354 100 111 907
Total 1295 36 118 1601 385 587 4022
06:00 PM 304 10 31 358 95 178 97606:15 PM 347 9 31 346 84 168 985
Grand Total 2557 77 229 3076 706 1129 7774Apprch % 97.1 2.9 6.9 93.1 38.5 61.5
Total % 32.9 1 2.9 39.6 9.1 14.5
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 296 16 312 0 25 400 425 77 94 171 90805:00 PM 312 10 322 0 32 447 479 92 162 254 105505:15 PM 291 8 299 0 21 358 379 106 167 273 95105:30 PM 387 10 397 0 36 442 478 87 147 234 1109
Total Volume 1286 44 1330 0 114 1647 1761 362 570 932 4023% App. Total 96.7 3.3 6.5 93.5 38.8 61.2
PHF .831 .688 .838 .000 .792 .921 .919 .854 .853 .853 .907
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right44
Thru1286
InOut Total2009 1330 3339
Out
Total
In0
00
Left114
Thru1647
Out TotalIn1856 1761 3617
Left
362
Rig
ht57
0
Tot
alO
utIn
158
932
1090
Peak Hour Begins at 04:45 PM
Cars
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 04:30 PM 04:45 PM 05:15 PM+0 mins. 387 10 397 0 25 400 425 106 167 273
+15 mins. 305 8 313 0 32 447 479 87 147 234+30 mins. 304 10 314 0 21 358 379 100 111 211+45 mins. 347 9 356 0 36 442 478 95 178 273
Total Volume 1343 37 1380 0 114 1647 1761 388 603 991% App. Total 97.3 2.7 6.5 93.5 39.2 60.8
PHF .868 .925 .869 .000 .792 .921 .919 .915 .847 .908
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right37
Thru1343
In - Peak Hour: 05:30 PM1380
In - Peak H
our: 04:30 PM
0
Left114
Thru1647
In - Peak Hour: 04:45 PM1761
Left
388
Rig
ht60
3
In -
Pea
k H
our:
05:
15 P
M99
1
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
05:00 PM 3 0 0 0 2 1 605:15 PM 1 0 1 1 0 0 305:30 PM 2 0 0 0 2 0 405:45 PM 0 0 0 1 0 0 1
Total 6 0 1 2 4 1 14
06:00 PM 0 0 0 0 0 0 006:15 PM 0 0 0 2 0 0 2
Grand Total 6 0 1 4 4 1 16Apprch % 100 0 20 80 80 20
Total % 37.5 0 6.2 25 25 6.2
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 3 0 3 0 0 0 0 2 1 3 605:15 PM 1 0 1 0 1 1 2 0 0 0 305:30 PM 2 0 2 0 0 0 0 2 0 2 405:45 PM 0 0 0 0 0 1 1 0 0 0 1
Total Volume 6 0 6 0 1 2 3 4 1 5 14% App. Total 100 0 33.3 66.7 80 20
PHF .500 .000 .500 .000 .250 .500 .375 .500 .250 .417 .583
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru6
InOut Total6 6 12
Out
Total
In0
00
Left1
Thru2
Out TotalIn7 3 10
Left
4R
ight1
Tot
alO
utIn
15
6
Peak Hour Begins at 05:00 PM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 05:00 PM 04:45 PM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 3 0 3 0 1 1 2 2 1 3+30 mins. 1 0 1 0 0 0 0 0 0 0+45 mins. 2 0 2 0 0 1 1 2 0 2
Total Volume 6 0 6 0 1 2 3 4 1 5% App. Total 100 0 33.3 66.7 80 20
PHF .500 .000 .500 .000 .250 .500 .375 .500 .250 .417
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru6
In - Peak Hour: 04:45 PM6
In - Peak H
our: 04:30 PM
0
Left1
Thru2
In - Peak Hour: 05:00 PM3
Left
4R
ight1
In -
Pea
k H
our:
04:
45 P
M5
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAlewife Brook Pkwy
From North From EastAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time EB WB SB NB WB EB NB SB Int. Total04:30 PM 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 1 2 0 0 0 0 305:15 PM 0 0 1 3 0 0 0 0 405:30 PM 0 0 4 4 0 0 0 0 805:45 PM 0 0 5 1 0 0 0 0 6
Total 0 0 11 10 0 0 0 0 21
06:00 PM 0 0 1 0 0 0 0 0 106:15 PM 0 0 3 1 0 0 0 0 4
Grand Total 0 0 15 11 0 0 0 0 26Apprch % 0 0 57.7 42.3 0 0 0 0
Total % 0 0 57.7 42.3 0 0 0 0
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time EB WB App. Total SB NB App. Total WB EB App. Total NB SB App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 1 2 3 0 0 0 0 0 0 305:15 PM 0 0 0 1 3 4 0 0 0 0 0 0 405:30 PM 0 0 0 4 4 8 0 0 0 0 0 0 805:45 PM 0 0 0 5 1 6 0 0 0 0 0 0 6
Total Volume 0 0 0 11 10 21 0 0 0 0 0 0 21% App. Total 0 0 52.4 47.6 0 0 0 0
PHF .000 .000 .000 .550 .625 .656 .000 .000 .000 .000 .000 .000 .656
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Left0
InOut Total10 0 10
Right
10Left 11
Out
Total
In0
2121
Left0
Right0
Out TotalIn11 0 11
Left
0R
ight0
Tot
alO
utIn
00
0
Peak Hour Begins at 05:00 PM
Peds
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 05:00 PM 04:30 PM 04:30 PM+0 mins. 0 0 0 1 2 3 0 0 0 0 0 0
+15 mins. 0 0 0 1 3 4 0 0 0 0 0 0+30 mins. 0 0 0 4 4 8 0 0 0 0 0 0+45 mins. 0 0 0 5 1 6 0 0 0 0 0 0
Total Volume 0 0 0 11 10 21 0 0 0 0 0 0% App. Total 0 0 52.4 47.6 0 0 0 0
PHF .000 .000 .000 .550 .625 .656 .000 .000 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Left0
In - Peak Hour: 04:30 PM0
Right
10Left 11
In - Peak H
our: 05:00 PM
21
Left0
Right0
In - Peak Hour: 04:30 PM0
Left
0R
ight0
In -
Pea
k H
our:
04:
30 P
M0
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
06:00 PM 0 0 0 0 0 0 006:15 PM 0 0 1 0 0 0 1
Grand Total 0 0 1 0 0 0 1Apprch % 0 0 100 0 0 0
Total % 0 0 100 0 0 0
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:30 PM
05:30 PM 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 006:00 PM 0 0 0 0 0 0 0 0 0 0 006:15 PM 0 0 0 0 1 0 1 0 0 0 1
Total Volume 0 0 0 0 1 0 1 0 0 0 1% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .250
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
InOut Total0 0 0
Out
Total
In0
00
Left1
Thru0
Out TotalIn0 1 1
Left
0R
ight0
Tot
alO
utIn
10
1
Peak Hour Begins at 05:30 PM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 05:30 PM 04:30 PM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 1 0 1 0 0 0
Total Volume 0 0 0 0 1 0 1 0 0 0% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .000 .250 .000 .250 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
In - Peak Hour: 04:30 PM0
In - Peak H
our: 04:30 PM
0
Left1
Thru0
In - Peak Hour: 05:30 PM1
Left
0R
ight0
In -
Pea
k H
our:
04:
30 P
M0
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAlewife Brook Pkwy
From NorthAlewife Brook Pkwy
From SouthCambridge Park Dr
From WestStart Time Thru Right Left Thru Left Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
06:00 PM 0 0 0 0 0 0 006:15 PM 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0Apprch % 0 0 0 0 0 0
Total %
Alewife Brook PkwyFrom North From East
Alewife Brook PkwyFrom South
Cambridge Park DrFrom West
Start Time Thru Right App. Total App. Total Left Thru App. Total Left Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0 0 0 0 005:00 PM 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
InOut Total0 0 0
Out
Total
In0
00
Left0
Thru0
Out TotalIn0 0 0
Left
0R
ight0
Tot
alO
utIn
00
0
Peak Hour Begins at 04:30 PM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810002Site Code : 11810002Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Cambridge Park DriveCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pkwy
Cam
brid
ge P
ark
Dr
Alewife Brook Pkwy
Right0
Thru0
In - Peak Hour: 04:30 PM0
In - Peak H
our: 04:30 PM
0
Left0
Thru0
In - Peak Hour: 04:30 PM0
Left
0R
ight0
In -
Pea
k H
our:
04:
30 P
M0
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 468 51 108 312 23 96207:45 AM 0 397 57 126 264 18 862
Total 0 865 108 234 576 41 1824
08:00 AM 0 405 43 118 304 32 90208:15 AM 0 344 54 131 255 19 80308:30 AM 0 381 50 111 315 21 87808:45 AM 0 436 54 116 217 33 856
Total 0 1566 201 476 1091 105 3439
09:00 AM 0 471 56 93 286 36 94209:15 AM 0 459 37 67 250 36 849
Grand Total 0 3361 402 870 2203 218 7054Apprch % 0 100 31.6 68.4 91 9
Total % 0 47.6 5.7 12.3 31.2 3.1Cars 0 3307 400 869 2154 209 6939
% Cars 0 98.4 99.5 99.9 97.8 95.9 98.4Trucks 0 42 0 1 44 1 88
% Trucks 0 1.2 0 0.1 2 0.5 1.2Buses 0 12 2 0 5 8 27
% Buses 0 0.4 0.5 0 0.2 3.7 0.4
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 468 468 51 108 159 312 23 335 0 96207:45 AM 0 397 397 57 126 183 264 18 282 0 86208:00 AM 0 405 405 43 118 161 304 32 336 0 90208:15 AM 0 344 344 54 131 185 255 19 274 0 803
Total Volume 0 1614 1614 205 483 688 1135 92 1227 0 3529% App. Total 0 100 29.8 70.2 92.5 7.5
PHF .000 .862 .862 .899 .922 .930 .909 .719 .913 .000 .917Cars 0 1591 1591 203 482 685 1114 86 1200 0 3476
% Cars 0 98.6 98.6 99.0 99.8 99.6 98.1 93.5 97.8 0 98.5Trucks 0 18 18 0 1 1 17 1 18 0 37
% Trucks 0 1.1 1.1 0 0.2 0.1 1.5 1.1 1.5 0 1.0Buses 0 5 5 2 0 2 4 5 9 0 16
% Buses 0 0.3 0.3 1.0 0 0.3 0.4 5.4 0.7 0 0.5
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru
1591185
1614Left
0000
InOut Total1596 1591 3187
18 18 364 5 9
1618 32321614R
ight
48210483
Left
20302205
Out
Total
In86
685771
11
25
27
92780
688
Thru1114
174
1135
Right8615
92
Out TotalIn
1794 1200 299418 18 367 9 16
1819 30461227
Tot
alO
utIn
00
00
00
00
00
00 Peak Hour Begins at 07:30 AM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:45 AM 07:45 AM 07:30 AM+0 mins. 0 381 381 57 126 183 264 18 282 0
+15 mins. 0 436 436 43 118 161 304 32 336 0+30 mins. 0 471 471 54 131 185 255 19 274 0+45 mins. 0 459 459 50 111 161 315 21 336 0
Total Volume 0 1747 1747 204 486 690 1138 90 1228 0% App. Total 0 100 29.6 70.4 92.7 7.3
PHF .000 .927 .927 .895 .927 .932 .903 .703 .914 .000Cars 0 1716 1716 202 485 687 1116 86 1202 0
% Cars 0 98.2 98.2 99 99.8 99.6 98.1 95.6 97.9 0Trucks 0 24 24 0 1 1 17 1 18 0
% Trucks 0 1.4 1.4 0 0.2 0.1 1.5 1.1 1.5 0Buses 0 7 7 2 0 2 5 3 8 0
% Buses 0 0.4 0.4 1 0 0.3 0.4 3.3 0.7 0
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru
1716247
1747Left
0000
In - Peak Hour: 08:30 AM1716
247
1747
Right
48510486
Left
20202204
In - Peak H
our: 07:45 AM
68712690
Thru1116
175
1138
Right8613
90
In - Peak Hour: 07:45 AM
1202188
1228
In -
Pea
k H
our:
07:
30 A
M0 0 0 0 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 1 0 0 0 2 307:45 AM 0 0 1 0 2 1 4
Total 0 1 1 0 2 3 7
08:00 AM 0 1 0 0 1 1 308:15 AM 0 3 1 0 1 1 608:30 AM 0 2 0 0 1 0 308:45 AM 0 2 0 0 0 1 3
Total 0 8 1 0 3 3 15
09:00 AM 0 2 0 0 0 1 309:15 AM 0 1 0 0 0 1 2
Grand Total 0 12 2 0 5 8 27Apprch % 0 100 100 0 38.5 61.5
Total % 0 44.4 7.4 0 18.5 29.6
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 1 0 0 0 0 2 2 0 307:45 AM 0 0 0 1 0 1 2 1 3 0 408:00 AM 0 1 1 0 0 0 1 1 2 0 308:15 AM 0 3 3 1 0 1 1 1 2 0 6
Total Volume 0 5 5 2 0 2 4 5 9 0 16% App. Total 0 100 100 0 44.4 55.6
PHF .000 .417 .417 .500 .000 .500 .500 .625 .750 .000 .667
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru5
Left0
InOut Total4 5 9
Right 0
Left 2
Out
Total
In5
27
Thru4
Right5
Out TotalIn7 9 16
Tot
alO
utIn
00
0
Peak Hour Begins at 07:30 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:15 AM 07:30 AM 07:30 AM 07:30 AM+0 mins. 0 3 3 0 0 0 0 2 2 0
+15 mins. 0 2 2 1 0 1 2 1 3 0+30 mins. 0 2 2 0 0 0 1 1 2 0+45 mins. 0 2 2 1 0 1 1 1 2 0
Total Volume 0 9 9 2 0 2 4 5 9 0% App. Total 0 100 100 0 44.4 55.6
PHF .000 .750 .750 .500 .000 .500 .500 .625 .750 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru9
Left0
In - Peak Hour: 08:15 AM9
Right 0
Left 2
In - Peak H
our: 07:30 AM
2
Thru4
Right5
In - Peak Hour: 07:30 AM9
In -
Pea
k H
our:
07:
30 A
M0
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 464 51 108 306 21 95007:45 AM 0 389 56 125 259 17 846
Total 0 853 107 233 565 38 1796
08:00 AM 0 398 43 118 302 30 89108:15 AM 0 340 53 131 247 18 78908:30 AM 0 372 50 111 308 21 86208:45 AM 0 429 54 116 211 32 842
Total 0 1539 200 476 1068 101 3384
09:00 AM 0 463 56 93 278 35 92509:15 AM 0 452 37 67 243 35 834
Grand Total 0 3307 400 869 2154 209 6939Apprch % 0 100 31.5 68.5 91.2 8.8
Total % 0 47.7 5.8 12.5 31 3
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 464 464 51 108 159 306 21 327 0 95007:45 AM 0 389 389 56 125 181 259 17 276 0 84608:00 AM 0 398 398 43 118 161 302 30 332 0 89108:15 AM 0 340 340 53 131 184 247 18 265 0 789
Total Volume 0 1591 1591 203 482 685 1114 86 1200 0 3476% App. Total 0 100 29.6 70.4 92.8 7.2
PHF .000 .857 .857 .906 .920 .931 .910 .717 .904 .000 .915
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru1591
Left0
InOut Total1596 1591 3187
Right482
Left203
Out
Total
In86
685771
Thru1114
Right86
Out TotalIn1794 1200 2994
Tot
alO
utIn
00
0
Peak Hour Begins at 07:30 AM
Cars
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:45 AM 07:45 AM 07:30 AM+0 mins. 0 372 372 56 125 181 259 17 276 0
+15 mins. 0 429 429 43 118 161 302 30 332 0+30 mins. 0 463 463 53 131 184 247 18 265 0+45 mins. 0 452 452 50 111 161 308 21 329 0
Total Volume 0 1716 1716 202 485 687 1116 86 1202 0% App. Total 0 100 29.4 70.6 92.8 7.2
PHF .000 .927 .927 .902 .926 .933 .906 .717 .905 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru1716
Left0
In - Peak Hour: 08:30 AM1716
Right485
Left202
In - Peak H
our: 07:45 AM
687
Thru1116
Right86
In - Peak Hour: 07:45 AM1202
In -
Pea
k H
our:
07:
30 A
M0
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 3 0 0 6 0 907:45 AM 0 8 0 1 3 0 12
Total 0 11 0 1 9 0 21
08:00 AM 0 6 0 0 1 1 808:15 AM 0 1 0 0 7 0 808:30 AM 0 7 0 0 6 0 1308:45 AM 0 5 0 0 6 0 11
Total 0 19 0 0 20 1 40
09:00 AM 0 6 0 0 8 0 1409:15 AM 0 6 0 0 7 0 13
Grand Total 0 42 0 1 44 1 88Apprch % 0 100 0 100 97.8 2.2
Total % 0 47.7 0 1.1 50 1.1
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 7 7 0 0 0 6 0 6 0 1308:45 AM 0 5 5 0 0 0 6 0 6 0 1109:00 AM 0 6 6 0 0 0 8 0 8 0 1409:15 AM 0 6 6 0 0 0 7 0 7 0 13
Total Volume 0 24 24 0 0 0 27 0 27 0 51% App. Total 0 100 0 0 100 0
PHF .000 .857 .857 .000 .000 .000 .844 .000 .844 .000 .911
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru24
Left0
InOut Total27 24 51
Right 0
Left 0
Out
Total
In0
00
Thru27
Right0
Out TotalIn24 27 51
Tot
alO
utIn
00
0
Peak Hour Begins at 08:30 AM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:30 AM 07:30 AM 08:15 AM 07:30 AM+0 mins. 0 7 7 0 0 0 7 0 7 0
+15 mins. 0 5 5 0 1 1 6 0 6 0+30 mins. 0 6 6 0 0 0 6 0 6 0+45 mins. 0 6 6 0 0 0 8 0 8 0
Total Volume 0 24 24 0 1 1 27 0 27 0% App. Total 0 100 0 100 100 0
PHF .000 .857 .857 .000 .250 .250 .844 .000 .844 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru24
Left0
In - Peak Hour: 08:30 AM24
Right 1
Left 0
In - Peak H
our: 07:30 AM
1
Thru27
Right0
In - Peak Hour: 08:15 AM27
In -
Pea
k H
our:
07:
30 A
M0
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time EB WB SB NB WB EB SB NB Int. Total07:30 AM 0 0 1 1 21 2 5 6 3607:45 AM 0 1 2 0 11 6 2 11 33
Total 0 1 3 1 32 8 7 17 69
08:00 AM 0 0 1 1 23 9 5 10 4908:15 AM 0 0 8 0 17 27 5 15 7208:30 AM 0 0 1 0 25 8 3 9 4608:45 AM 0 0 2 2 10 19 13 24 70
Total 0 0 12 3 75 63 26 58 237
09:00 AM 0 0 4 0 18 5 9 11 4709:15 AM 0 0 0 1 7 6 4 10 28
Grand Total 0 1 19 5 132 82 46 96 381Apprch % 0 100 79.2 20.8 61.7 38.3 32.4 67.6
Total % 0 0.3 5 1.3 34.6 21.5 12.1 25.2
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time EB WB App. Total SB NB App. Total WB EB App. Total SB NB App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 1 1 2 23 9 32 5 10 15 4908:15 AM 0 0 0 8 0 8 17 27 44 5 15 20 7208:30 AM 0 0 0 1 0 1 25 8 33 3 9 12 4608:45 AM 0 0 0 2 2 4 10 19 29 13 24 37 70
Total Volume 0 0 0 12 3 15 75 63 138 26 58 84 237% App. Total 0 0 80 20 54.3 45.7 31 69
PHF .000 .000 .000 .375 .375 .469 .750 .583 .784 .500 .604 .568 .823
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Right0
Left0
InOut Total29 0 29
Right 3
Left 12
Out
Total
In63
1578
Left75
Right63
Out TotalIn70 138 208
Left26
Rig
ht58
Tot
alO
utIn
7584
159
Peak Hour Begins at 08:00 AM
Peds
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 08:15 AM 08:00 AM 08:15 AM+0 mins. 0 0 0 8 0 8 23 9 32 5 15 20
+15 mins. 0 1 1 1 0 1 17 27 44 3 9 12+30 mins. 0 0 0 2 2 4 25 8 33 13 24 37+45 mins. 0 0 0 4 0 4 10 19 29 9 11 20
Total Volume 0 1 1 15 2 17 75 63 138 30 59 89% App. Total 0 100 88.2 11.8 54.3 45.7 33.7 66.3
PHF .000 .250 .250 .469 .250 .531 .750 .583 .784 .577 .615 .601
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Right1
Left0
In - Peak Hour: 07:30 AM1
Right 2
Left 15
In - Peak H
our: 08:15 AM
17
Left75
Right63
In - Peak Hour: 08:00 AM138
Left30
Rig
ht59
In -
Pea
k H
our:
08:
15 A
M89
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 0 0 0 0 0 007:45 AM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
08:00 AM 0 1 0 0 0 0 108:15 AM 0 0 0 1 0 0 108:30 AM 0 1 0 0 0 0 108:45 AM 0 0 0 2 0 0 2
Total 0 2 0 3 0 0 5
09:00 AM 0 0 0 0 0 0 009:15 AM 0 0 0 0 0 1 1
Grand Total 0 2 0 3 0 1 6Apprch % 0 100 0 100 0 100
Total % 0 33.3 0 50 0 16.7
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 1 0 0 0 0 0 0 0 108:15 AM 0 0 0 0 1 1 0 0 0 0 108:30 AM 0 1 1 0 0 0 0 0 0 0 108:45 AM 0 0 0 0 2 2 0 0 0 0 2
Total Volume 0 2 2 0 3 3 0 0 0 0 5% App. Total 0 100 0 100 0 0
PHF .000 .500 .500 .000 .375 .375 .000 .000 .000 .000 .625
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru2
Left0
InOut Total3 2 5
Right 3
Left 0
Out
Total
In0
33
Thru0
Right0
Out TotalIn2 0 2
Tot
alO
utIn
00
0
Peak Hour Begins at 08:00 AM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 08:30 AM 07:30 AM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 1 0 1 1 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 1 1 0 2 2 0 1 1 0
Total Volume 0 2 2 0 3 3 0 1 1 0% App. Total 0 100 0 100 0 100
PHF .000 .500 .500 .000 .375 .375 .000 .250 .250 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru2
Left0
In - Peak Hour: 07:45 AM2
Right 3
Left 0
In - Peak H
our: 08:00 AM
3
Thru0
Right1
In - Peak Hour: 08:30 AM1
In -
Pea
k H
our:
07:
30 A
M0
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total07:30 AM 0 2 0 0 6 0 807:45 AM 0 5 0 0 1 0 6
Total 0 7 0 0 7 0 14
08:00 AM 0 12 0 0 1 0 1308:15 AM 0 5 0 0 2 0 708:30 AM 1 4 0 0 0 0 508:45 AM 0 4 0 0 1 0 5
Total 1 25 0 0 4 0 30
09:00 AM 0 7 0 0 2 0 909:15 AM 0 1 0 0 1 0 2
Grand Total 1 40 0 0 14 0 55Apprch % 2.4 97.6 0 0 100 0
Total % 1.8 72.7 0 0 25.5 0
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 2 2 0 0 0 6 0 6 0 807:45 AM 0 5 5 0 0 0 1 0 1 0 608:00 AM 0 12 12 0 0 0 1 0 1 0 1308:15 AM 0 5 5 0 0 0 2 0 2 0 7
Total Volume 0 24 24 0 0 0 10 0 10 0 34% App. Total 0 100 0 0 100 0
PHF .000 .500 .500 .000 .000 .000 .417 .000 .417 .000 .654
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru24
Left0
InOut Total10 24 34
Right 0
Left 0
Out
Total
In0
00
Thru10
Right0
Out TotalIn24 10 34
Tot
alO
utIn
00
0
Peak Hour Begins at 07:30 AM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:30 AM 07:30 AM+0 mins. 0 5 5 0 0 0 6 0 6 0
+15 mins. 0 12 12 0 0 0 1 0 1 0+30 mins. 0 5 5 0 0 0 1 0 1 0+45 mins. 1 4 5 0 0 0 2 0 2 0
Total Volume 1 26 27 0 0 0 10 0 10 0% App. Total 3.7 96.3 0 0 100 0
PHF .250 .542 .563 .000 .000 .000 .417 .000 .417 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru26
Left1
In - Peak Hour: 07:45 AM27
Right 0
Left 0
In - Peak H
our: 07:30 AM
0
Thru10
Right0
In - Peak Hour: 07:30 AM10
In -
Pea
k H
our:
07:
30 A
M0
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 401 41 87 314 65 90804:45 PM 0 403 38 85 336 76 938
Total 0 804 79 172 650 141 1846
05:00 PM 0 467 37 84 387 63 103805:15 PM 0 464 52 95 299 55 96505:30 PM 0 511 38 76 394 60 107905:45 PM 0 439 44 92 304 65 944
Total 0 1881 171 347 1384 243 4026
06:00 PM 0 487 41 87 313 58 98606:15 PM 0 504 35 89 281 69 978
Grand Total 0 3676 326 695 2628 511 7836Apprch % 0 100 31.9 68.1 83.7 16.3
Total % 0 46.9 4.2 8.9 33.5 6.5Cars 0 3663 321 690 2621 509 7804
% Cars 0 99.6 98.5 99.3 99.7 99.6 99.6Trucks 0 7 0 1 5 1 14
% Trucks 0 0.2 0 0.1 0.2 0.2 0.2Buses 0 6 5 4 2 1 18
% Buses 0 0.2 1.5 0.6 0.1 0.2 0.2
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 467 467 37 84 121 387 63 450 0 103805:15 PM 0 464 464 52 95 147 299 55 354 0 96505:30 PM 0 511 511 38 76 114 394 60 454 0 107905:45 PM 0 439 439 44 92 136 304 65 369 0 944
Total Volume 0 1881 1881 171 347 518 1384 243 1627 0 4026% App. Total 0 100 33 67 85.1 14.9
PHF .000 .920 .920 .822 .913 .881 .878 .935 .896 .000 .933Cars 0 1871 1871 169 343 512 1380 241 1621 0 4004
% Cars 0 99.5 99.5 98.8 98.8 98.8 99.7 99.2 99.6 0 99.5Trucks 0 7 7 0 0 0 3 1 4 0 11
% Trucks 0 0.4 0.4 0 0 0 0.2 0.4 0.2 0 0.3Buses 0 3 3 2 4 6 1 1 2 0 11
% Buses 0 0.2 0.2 1.2 1.2 1.2 0.1 0.4 0.1 0 0.3
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru
187173
1881Left
0000
InOut Total1723 1871 3594
3 7 105 3 8
1731 36121881
Right
34304347
Left
16902171
Out
Total
In241
512753
10
11
67
243761
518
Thru1380
31
1384
Right241
11
243
Out TotalIn
2040 1621 36617 4 115 2 7
2052 36791627
Tot
alO
utIn
00
00
00
00
00
00 Peak Hour Begins at 05:00 PM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 05:15 PM 04:45 PM 04:30 PM+0 mins. 0 511 511 52 95 147 336 76 412 0
+15 mins. 0 439 439 38 76 114 387 63 450 0+30 mins. 0 487 487 44 92 136 299 55 354 0+45 mins. 0 504 504 41 87 128 394 60 454 0
Total Volume 0 1941 1941 175 350 525 1416 254 1670 0% App. Total 0 100 33.3 66.7 84.8 15.2
PHF .000 .950 .950 .841 .921 .893 .898 .836 .920 .000Cars 0 1935 1935 174 347 521 1413 252 1665 0
% Cars 0 99.7 99.7 99.4 99.1 99.2 99.8 99.2 99.7 0Trucks 0 2 2 0 0 0 2 1 3 0
% Trucks 0 0.1 0.1 0 0 0 0.1 0.4 0.2 0Buses 0 4 4 1 3 4 1 1 2 0
% Buses 0 0.2 0.2 0.6 0.9 0.8 0.1 0.4 0.1 0
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru
193524
1941Left
0000
In - Peak Hour: 05:30 PM1935
24
1941R
ight
34703350
Left
17401175
In - Peak H
our: 05:15 PM
52104525
Thru1413
21
1416
Right252
11
254
In - Peak Hour: 04:45 PM
166532
1670
In -
Pea
k H
our:
04:
30 P
M0 0 0 0 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 3 0 0 0 3
Total 0 0 3 0 0 0 3
05:00 PM 0 1 1 1 1 1 505:15 PM 0 1 1 3 0 0 505:30 PM 0 0 0 0 0 0 005:45 PM 0 1 0 0 0 0 1
Total 0 3 2 4 1 1 11
06:00 PM 0 1 0 0 1 0 206:15 PM 0 2 0 0 0 0 2
Grand Total 0 6 5 4 2 1 18Apprch % 0 100 55.6 44.4 66.7 33.3
Total % 0 33.3 27.8 22.2 11.1 5.6
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 004:45 PM 0 0 0 3 0 3 0 0 0 0 305:00 PM 0 1 1 1 1 2 1 1 2 0 505:15 PM 0 1 1 1 3 4 0 0 0 0 5
Total Volume 0 2 2 5 4 9 1 1 2 0 13% App. Total 0 100 55.6 44.4 50 50
PHF .000 .500 .500 .417 .333 .563 .250 .250 .250 .000 .650
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru2
Left0
InOut Total5 2 7
Right 4
Left 5
Out
Total
In1
910
Thru1
Right1
Out TotalIn7 2 9
Tot
alO
utIn
00
0
Peak Hour Begins at 04:30 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 1 3 0 3 0 0 0 0+30 mins. 0 1 1 1 1 2 1 1 2 0+45 mins. 0 2 2 1 3 4 0 0 0 0
Total Volume 0 4 4 5 4 9 1 1 2 0% App. Total 0 100 55.6 44.4 50 50
PHF .000 .500 .500 .417 .333 .563 .250 .250 .250 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru4
Left0
In - Peak Hour: 05:30 PM4
Right 4
Left 5
In - Peak H
our: 04:30 PM
9
Thru1
Right1
In - Peak Hour: 04:30 PM2
In -
Pea
k H
our:
04:
30 P
M0
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 401 41 87 314 65 90804:45 PM 0 403 35 84 336 76 934
Total 0 804 76 171 650 141 1842
05:00 PM 0 463 36 83 386 62 103005:15 PM 0 461 51 92 297 54 95505:30 PM 0 509 38 76 394 60 107705:45 PM 0 438 44 92 303 65 942
Total 0 1871 169 343 1380 241 4004
06:00 PM 0 486 41 87 312 58 98406:15 PM 0 502 35 89 279 69 974
Grand Total 0 3663 321 690 2621 509 7804Apprch % 0 100 31.8 68.2 83.7 16.3
Total % 0 46.9 4.1 8.8 33.6 6.5
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 463 463 36 83 119 386 62 448 0 103005:15 PM 0 461 461 51 92 143 297 54 351 0 95505:30 PM 0 509 509 38 76 114 394 60 454 0 107705:45 PM 0 438 438 44 92 136 303 65 368 0 942
Total Volume 0 1871 1871 169 343 512 1380 241 1621 0 4004% App. Total 0 100 33 67 85.1 14.9
PHF .000 .919 .919 .828 .932 .895 .876 .927 .893 .000 .929
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru1871
Left0
InOut Total1723 1871 3594
Right343
Left169
Out
Total
In241
512753
Thru1380
Right241
Out TotalIn2040 1621 3661
Tot
alO
utIn
00
0
Peak Hour Begins at 05:00 PM
Cars
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 05:15 PM 04:45 PM 04:30 PM+0 mins. 0 509 509 51 92 143 336 76 412 0
+15 mins. 0 438 438 38 76 114 386 62 448 0+30 mins. 0 486 486 44 92 136 297 54 351 0+45 mins. 0 502 502 41 87 128 394 60 454 0
Total Volume 0 1935 1935 174 347 521 1413 252 1665 0% App. Total 0 100 33.4 66.6 84.9 15.1
PHF .000 .950 .950 .853 .943 .911 .897 .829 .917 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru1935
Left0
In - Peak Hour: 05:30 PM1935
Right347
Left174
In - Peak H
our: 05:15 PM
521
Thru1413
Right252
In - Peak Hour: 04:45 PM1665
In -
Pea
k H
our:
04:
30 P
M0
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 1 0 0 1
Total 0 0 0 1 0 0 1
05:00 PM 0 3 0 0 0 0 305:15 PM 0 2 0 0 2 1 505:30 PM 0 2 0 0 0 0 205:45 PM 0 0 0 0 1 0 1
Total 0 7 0 0 3 1 11
06:00 PM 0 0 0 0 0 0 006:15 PM 0 0 0 0 2 0 2
Grand Total 0 7 0 1 5 1 14Apprch % 0 100 0 100 83.3 16.7
Total % 0 50 0 7.1 35.7 7.1
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 1 1 0 0 0 0 105:00 PM 0 3 3 0 0 0 0 0 0 0 305:15 PM 0 2 2 0 0 0 2 1 3 0 505:30 PM 0 2 2 0 0 0 0 0 0 0 2
Total Volume 0 7 7 0 1 1 2 1 3 0 11% App. Total 0 100 0 100 66.7 33.3
PHF .000 .583 .583 .000 .250 .250 .250 .250 .250 .000 .550
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru7
Left0
InOut Total3 7 10
Right 1
Left 0
Out
Total
In1
12
Thru2
Right1
Out TotalIn7 3 10
Tot
alO
utIn
00
0
Peak Hour Begins at 04:45 PM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 05:00 PM 04:30 PM+0 mins. 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 3 3 0 1 1 2 1 3 0+30 mins. 0 2 2 0 0 0 0 0 0 0+45 mins. 0 2 2 0 0 0 1 0 1 0
Total Volume 0 7 7 0 1 1 3 1 4 0% App. Total 0 100 0 100 75 25
PHF .000 .583 .583 .000 .250 .250 .375 .250 .333 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru7
Left0
In - Peak Hour: 04:45 PM7
Right 1
Left 0
In - Peak H
our: 04:30 PM
1
Thru3
Right1
In - Peak Hour: 05:00 PM4
In -
Pea
k H
our:
04:
30 P
M0
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time EB WB SB NB WB EB SB NB Int. Total04:30 PM 0 0 3 3 11 17 3 1 3804:45 PM 0 0 0 1 7 9 4 0 21
Total 0 0 3 4 18 26 7 1 59
05:00 PM 4 1 4 0 13 11 13 2 4805:15 PM 0 2 4 1 10 16 6 1 4005:30 PM 0 1 0 1 5 18 10 0 3505:45 PM 0 0 0 1 4 12 0 0 17
Total 4 4 8 3 32 57 29 3 140
06:00 PM 0 0 0 0 7 23 4 0 3406:15 PM 0 0 1 1 6 20 7 0 35
Grand Total 4 4 12 8 63 126 47 4 268Apprch % 50 50 60 40 33.3 66.7 92.2 7.8
Total % 1.5 1.5 4.5 3 23.5 47 17.5 1.5
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time EB WB App. Total SB NB App. Total WB EB App. Total SB NB App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 3 3 6 11 17 28 3 1 4 3804:45 PM 0 0 0 0 1 1 7 9 16 4 0 4 2105:00 PM 4 1 5 4 0 4 13 11 24 13 2 15 4805:15 PM 0 2 2 4 1 5 10 16 26 6 1 7 40
Total Volume 4 3 7 11 5 16 41 53 94 26 4 30 147% App. Total 57.1 42.9 68.8 31.2 43.6 56.4 86.7 13.3
PHF .250 .375 .350 .688 .417 .667 .788 .779 .839 .500 .500 .500 .766
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Right3
Left4
InOut Total31 7 38
Right 5
Left 11
Out
Total
In57
1673
Left41
Right53
Out TotalIn15 94 109
Left26
Rig
ht4
Tot
alO
utIn
4430
74
Peak Hour Begins at 04:30 PM
Peds
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 05:15 PM 04:45 PM+0 mins. 0 0 0 3 3 6 10 16 26 4 0 4
+15 mins. 4 1 5 0 1 1 5 18 23 13 2 15+30 mins. 0 2 2 4 0 4 4 12 16 6 1 7+45 mins. 0 1 1 4 1 5 7 23 30 10 0 10
Total Volume 4 4 8 11 5 16 26 69 95 33 3 36% App. Total 50 50 68.8 31.2 27.4 72.6 91.7 8.3
PHF .250 .500 .400 .688 .417 .667 .650 .750 .792 .635 .375 .600
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Right4
Left4
In - Peak Hour: 04:45 PM8
Right 5
Left 11
In - Peak H
our: 04:30 PM
16
Left26
Right69
In - Peak Hour: 05:15 PM95
Left33
Rig
ht3
In -
Pea
k H
our:
04:
45 P
M36
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 0 1 0 0 0 104:45 PM 0 0 0 0 0 0 0
Total 0 0 1 0 0 0 1
05:00 PM 0 0 0 0 0 0 005:15 PM 0 0 1 0 1 0 205:30 PM 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0
Total 0 0 1 0 1 0 2
06:00 PM 0 0 0 0 2 0 206:15 PM 0 0 1 0 0 0 1
Grand Total 0 0 3 0 3 0 6Apprch % 0 0 100 0 100 0
Total % 0 0 50 0 50 0
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 0 0 0 1 0 1 1 0 1 0 205:30 PM 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 006:00 PM 0 0 0 0 0 0 2 0 2 0 2
Total Volume 0 0 0 1 0 1 3 0 3 0 4% App. Total 0 0 100 0 100 0
PHF .000 .000 .000 .250 .000 .250 .375 .000 .375 .000 .500
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru0
Left0
InOut Total3 0 3
Right 0
Left 1
Out
Total
In0
11
Thru3
Right0
Out TotalIn1 3 4
Tot
alO
utIn
00
0
Peak Hour Begins at 05:15 PM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 05:15 PM 04:30 PM+0 mins. 0 0 0 1 0 1 1 0 1 0
+15 mins. 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 1 0 1 2 0 2 0
Total Volume 0 0 0 2 0 2 3 0 3 0% App. Total 0 0 100 0 100 0
PHF .000 .000 .000 .500 .000 .500 .375 .000 .375 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru0
Left0
In - Peak Hour: 04:30 PM0
Right 0
Left 2
In - Peak H
our: 04:30 PM
2
Thru3
Right0
In - Peak Hour: 05:15 PM3
In -
Pea
k H
our:
04:
30 P
M0
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 1
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAlewife Brook Pwwy
From NorthRindge AveFrom East
Alewife Brook PwwyFrom South
Start Time Left Thru Left Right Thru Right Int. Total04:30 PM 0 0 0 0 0 0 004:45 PM 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 005:15 PM 0 0 0 0 1 0 105:30 PM 1 0 0 0 0 0 105:45 PM 0 1 0 0 2 0 3
Total 1 1 0 0 3 0 5
06:00 PM 0 0 0 0 2 1 306:15 PM 0 1 1 0 5 0 7
Grand Total 1 2 1 0 10 1 15Apprch % 33.3 66.7 100 0 90.9 9.1
Total % 6.7 13.3 6.7 0 66.7 6.7
Alewife Brook PwwyFrom North
Rindge AveFrom East
Alewife Brook PwwyFrom South From West
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:30 PM
05:30 PM 1 0 1 0 0 0 0 0 0 0 105:45 PM 0 1 1 0 0 0 2 0 2 0 306:00 PM 0 0 0 0 0 0 2 1 3 0 306:15 PM 0 1 1 1 0 1 5 0 5 0 7
Total Volume 1 2 3 1 0 1 9 1 10 0 14% App. Total 33.3 66.7 100 0 90 10
PHF .250 .500 .750 .250 .000 .250 .450 .250 .500 .000 .500
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 2
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru2
Left1
InOut Total9 3 12
Right 0
Left 1
Out
Total
In2
13
Thru9
Right1
Out TotalIn3 10 13
Tot
alO
utIn
00
0
Peak Hour Begins at 05:30 PM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 05:30 PM 05:30 PM 04:30 PM+0 mins. 1 0 1 0 0 0 0 0 0 0
+15 mins. 0 1 1 0 0 0 2 0 2 0+30 mins. 0 0 0 0 0 0 2 1 3 0+45 mins. 0 1 1 1 0 1 5 0 5 0
Total Volume 1 2 3 1 0 1 9 1 10 0% App. Total 33.3 66.7 100 0 90 10
PHF .250 .500 .750 .250 .000 .250 .450 .250 .500 .000
Accurate Counts978-664-2565
File Name : 11810003Site Code : 11810003Start Date : 12/6/2012Page No : 3
N/S Street : Alewife Brook ParkwayE/W Street : Rindge AvenueCity/State : Cambridge, MAWeather : Clear
Alewife Brook Pwwy
Rindge A
ve
Alewife Brook Pwwy
Thru2
Left1
In - Peak Hour: 05:30 PM3
Right 0
Left 1
In - Peak H
our: 05:30 PM
1
Thru9
Right1
In - Peak Hour: 05:30 PM10
In -
Pea
k H
our:
04:
30 P
M0
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
ars - Trucks - B
usesA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total07:30 A
M131
1736
02
3320
10
18
04
80
0261
07:45 AM
10419
352
435
360
14
50
48
00
257Total
23536
712
668
561
15
130
816
00
518
08:00 AM
8119
405
447
343
05
90
210
00
25908:15 A
M71
1148
17
4926
00
46
04
120
0239
08:30 AM
775
553
757
231
03
80
311
00
25308:45 A
M94
768
26
5921
01
12
03
90
0273
Total323
42211
1124
212104
41
1325
012
420
01024
09:00 AM
1181
710
1061
234
11
40
114
10
31009:15 A
M119
160
23
4513
00
00
03
180
0264
Grand Total
79580
41315
43386
1969
319
420
2490
10
2116A
pprch %61
6.131.7
1.26.8
60.930.9
1.44.7
29.765.6
020.9
78.30.9
0Total %
37.63.8
19.50.7
218.2
9.30.4
0.10.9
20
1.14.3
00
Cars
77776
40515
43381
1919
317
420
2285
10
2067%
Cars
97.795
98.1100
10098.7
97.4100
10089.5
1000
91.794.4
1000
97.7Trucks
71
70
04
00
01
00
24
00
26%
Trucks0.9
1.21.7
00
10
00
5.30
08.3
4.40
01.2
Buses
113
10
01
50
01
00
01
00
23%
Buses
1.43.8
0.20
00.3
2.60
05.3
00
01.1
00
1.1
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 08:30 AM
08:30 AM
775
553
1407
5723
188
03
80
113
110
014
25308:45 A
M94
768
2171
659
210
861
12
04
39
00
12273
09:00 AM
1181
710
19010
6123
498
11
40
61
141
016
31009:15 A
M119
160
2182
345
130
610
00
00
318
00
21264
Total Volum
e408
14254
7683
26222
805
3332
514
021
1052
10
631100
% A
pp. Total59.7
237.2
17.8
66.724
1.59.5
23.866.7
015.9
82.51.6
0PH
F.857
.500.894
.583.899
.650.910
.870.313
.849.500
.417.438
.000.477
.833.722
.250.000
.750.887
Cars
39813
2497
66726
21978
5328
25
140
2110
511
062
1078%
Cars
97.592.9
98.0100
97.7100
98.697.5
10098.5
100100
1000
100100
98.1100
098.4
98.0Trucks
41
40
90
20
02
00
00
00
10
01
12%
Trucks1.0
7.11.6
01.3
00.9
00
0.60
00
00
01.9
00
1.61.1
Buses
60
10
70
12
03
00
00
00
00
00
10%
Buses
1.50
0.40
1.00
0.52.5
00.9
00
00
00
00
00
0.9
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
24941254
Thru 131014
Left
39846408
U-T
R 7007
InO
utT
otal93
660753
09
92
79
95771
676
Right
7802
80Thru
21921
222Left
2600
26U-TR
5005
OutTotal In463323786
527639
474802 328
Left2002
Thru5005
Right
140014
U-T
R0000
Out
Total
In
4021
611
01
00
041
6221
Left
1000
10Thru
5110
52Right
1001
U-TR
0000
TotalOut In470 62 532
6 1 72 0 2
478 54163
Peak H
our Begins at 08:30 A
M
Cars
Trucks
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:30 AM
08:15 AM
07:45 AM
08:30 AM
+0 mins.
775
553
1407
4926
082
14
50
103
110
014
+15 mins.
947
682
1717
5723
188
05
90
143
90
012
+30 mins.
1181
710
1906
5921
086
04
60
101
141
016
+45 mins.
1191
602
18210
6123
498
03
80
113
180
021
Total Volum
e408
14254
7683
30226
935
3541
1628
045
1052
10
63%
App. Total
59.72
37.21
8.563.8
26.31.4
2.235.6
62.20
15.982.5
1.60
PHF
.857.500
.894.583
.899.750
.926.894
.313.903
.250.800
.778.000
.804.833
.722.250
.000.750
Cars
39813
2497
66730
22291
5348
114
280
4310
511
062
% C
ars97.5
92.998
10097.7
10098.2
97.8100
98.3100
87.5100
095.6
10098.1
1000
98.4Trucks
41
40
90
30
03
01
00
10
10
01
Accurate C
ounts978-664-2565
Buses
60
10
70
12
03
01
00
10
00
00
% B
uses1.5
00.4
01
00.4
2.20
0.80
6.20
02.2
00
00
0 A
ccess Road
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
24941254
Thru 131014
Left
39846408
U-T
R 7007
In - Peak H
our: 08:30 AM
66097676
Right
9102
93Thru
22231
226Left
3000
30U-TR
5005
In - Peak Hour: 08:15 AM343
33
349
Left1001
Thru141116
Right
280028
U-T
R0000
In - Peak H
our: 07:45 AM
431145
Left
1000
10Thru
5110
52Right
1001
U-TR
0000
In - Peak Hour: 08:30 AM6210
63
Cars
Trucks
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
usesA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total07:30 A
M3
10
00
01
00
00
00
10
06
07:45 AM
00
00
00
00
00
00
00
00
0Total
31
00
00
10
00
00
01
00
6
08:00 AM
01
00
00
20
00
00
00
00
308:15 A
M2
10
00
00
00
10
00
00
04
08:30 AM
30
00
01
00
00
00
00
00
408:45 A
M1
01
00
01
00
00
00
00
03
Total6
21
00
13
00
10
00
00
014
09:00 AM
10
00
00
10
00
00
00
00
209:15 A
M1
00
00
00
00
00
00
00
01
Grand Total
113
10
01
50
01
00
01
00
23A
pprch %73.3
206.7
00
16.783.3
00
1000
00
1000
0Total %
47.813
4.30
04.3
21.70
04.3
00
04.3
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 08:00 AM
08:00 AM
01
00
10
02
02
00
00
00
00
00
308:15 A
M2
10
03
00
00
00
10
01
00
00
04
08:30 AM
30
00
30
10
01
00
00
00
00
00
408:45 A
M1
01
02
00
10
10
00
00
00
00
03
Total Volum
e6
21
09
01
30
40
10
01
00
00
014
% A
pp. Total66.7
22.211.1
00
2575
00
1000
00
00
0PH
F.500
.500.250
.000.750
.000.250
.375.000
.500.000
.250.000
.000.250
.000.000
.000.000
.000.875
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 1
Thru 2
Left 6U
-TR 0
InO
utT
otal4
913
Right3
Thru1
Left0
U-TR0
OutTotal In6410
Left0T
hru1R
ight0U
-TR0
Out
Total
In2
13
Left0
Thru0
Right0
U-TR0
TotalOut In2 0 2
Peak H
our Begins at 08:00 A
M
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:00 AM
08:00 AM
07:30 AM
07:30 AM
+0 mins.
01
00
10
02
02
00
00
00
10
01
+15 mins.
21
00
30
00
00
00
00
00
00
00
+30 mins.
30
00
30
10
01
00
00
00
00
00
+45 mins.
10
10
20
01
01
01
00
10
00
00
Total Volum
e6
21
09
01
30
40
10
01
01
00
1%
App. Total
66.722.2
11.10
025
750
0100
00
0100
00
PHF
.500.500
.250.000
.750.000
.250.375
.000.500
.000.250
.000.000
.250.000
.250.000
.000.250
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 1
Thru 2
Left 6U
-TR 0
In - Peak H
our: 08:00 AM
9
Right3
Thru1
Left0
U-TR0
In - Peak Hour: 08:00 AM4
Left0T
hru1R
ight0U
-TR0
In - Peak H
our: 07:30 AM
1
Left0
Thru1
Right0
U-TR0
In - Peak Hour: 07:30 AM1
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
arsA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total07:30 A
M127
1635
02
3319
10
18
03
70
0252
07:45 AM
10219
352
434
360
14
50
46
00
252Total
22935
702
667
551
15
130
713
00
504
08:00 AM
8118
385
447
323
04
90
29
00
25208:15 A
M69
1048
17
4826
00
36
03
120
0233
08:30 AM
745
553
756
231
03
80
310
00
24808:45 A
M92
666
26
5820
01
12
03
90
0266
Total316
39207
1124
209101
41
1125
011
400
0999
09:00 AM
1161
710
1060
224
11
40
114
10
30609:15 A
M116
157
23
4513
00
00
03
180
0258
Grand Total
77776
40515
43381
1919
317
420
2285
10
2067A
pprch %61
631.8
1.26.9
61.130.6
1.44.8
27.467.7
020.4
78.70.9
0Total %
37.63.7
19.60.7
2.118.4
9.20.4
0.10.8
20
1.14.1
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 08:30 AM
08:30 AM
745
553
1377
5623
187
03
80
113
100
013
24808:45 A
M92
666
2166
658
200
841
12
04
39
00
12266
09:00 AM
1161
710
18810
6022
496
11
40
61
141
016
30609:15 A
M116
157
2176
345
130
610
00
00
318
00
21258
Total Volum
e398
13249
7667
26219
785
3282
514
021
1051
10
621078
% A
pp. Total59.7
1.937.3
17.9
66.823.8
1.59.5
23.866.7
016.1
82.31.6
0PH
F.858
.542.877
.583.887
.650.913
.848.313
.854.500
.417.438
.000.477
.833.708
.250.000
.738.881
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right249
Thru 13
Left398
U-T
R 7
InO
utT
otal93
660753
Right78
Thru219
Left26
U-TR5
OutTotal In463323786
Left2T
hru5R
ight14
U-T
R0
Out
Total
In40
2161
Left10
Thru51
Right1
U-TR0
TotalOut In470 62 532
Peak H
our Begins at 08:30 A
M
Cars
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:30 AM
08:15 AM
07:45 AM
08:30 AM
+0 mins.
745
553
1377
4826
081
14
50
103
100
013
+15 mins.
926
662
1667
5623
187
04
90
133
90
012
+30 mins.
1161
710
1886
5820
084
03
60
91
141
016
+45 mins.
1161
572
17610
6022
496
03
80
113
180
021
Total Volum
e398
13249
7667
30222
915
3481
1428
043
1051
10
62%
App. Total
59.71.9
37.31
8.663.8
26.11.4
2.332.6
65.10
16.182.3
1.60
PHF
.858.542
.877.583
.887.750
.925.875
.313.906
.250.875
.778.000
.827.833
.708.250
.000.738
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right249
Thru 13
Left398
U-T
R 7
In - Peak H
our: 08:30 AM
660
Right91
Thru222
Left30
U-TR5
In - Peak Hour: 08:15 AM343
Left1T
hru14R
ight28
U-T
R0
In - Peak H
our: 07:45 AM
43
Left10
Thru51
Right1
U-TR0
In - Peak Hour: 08:30 AM62
Cars
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- T
rucksA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total07:30 A
M1
01
00
00
00
00
01
00
03
07:45 AM
20
00
01
00
00
00
02
00
5Total
30
10
01
00
00
00
12
00
8
08:00 AM
00
20
00
00
01
00
01
00
408:15 A
M0
00
00
10
00
00
01
00
02
08:30 AM
00
00
00
00
00
00
01
00
108:45 A
M1
11
00
10
00
00
00
00
04
Total1
13
00
20
00
10
01
20
011
09:00 AM
10
00
01
00
00
00
00
00
209:15 A
M2
03
00
00
00
00
00
00
05
Grand Total
71
70
04
00
01
00
24
00
26A
pprch %46.7
6.746.7
00
1000
00
1000
033.3
66.70
0Total %
26.93.8
26.90
015.4
00
03.8
00
7.715.4
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 07:30 AM
07:30 AM
10
10
20
00
00
00
00
01
00
01
307:45 A
M2
00
02
01
00
10
00
00
02
00
25
08:00 AM
00
20
20
00
00
01
00
10
10
01
408:15 A
M0
00
00
01
00
10
00
00
10
00
12
Total Volum
e3
03
06
02
00
20
10
01
23
00
514
% A
pp. Total50
050
00
1000
00
1000
040
600
0PH
F.375
.000.375
.000.750
.000.500
.000.000
.500.000
.250.000
.000.250
.500.375
.000.000
.625.700
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 3
Thru 0
Left 3U
-TR 0
InO
utT
otal3
69
Right0
Thru2
Left0
U-TR0
OutTotal In628
Left0T
hru1R
ight0U
-TR0
Out
Total
In0
11
Left2
Thru3
Right0
U-TR0
TotalOut In5 5 10
Peak H
our Begins at 07:30 A
M
Trucks
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:30 AM
08:15 AM
07:30 AM
07:30 AM
+0 mins.
00
00
00
10
01
00
00
01
00
01
+15 mins.
11
10
30
00
00
00
00
00
20
02
+30 mins.
10
00
10
10
01
01
00
10
10
01
+45 mins.
20
30
50
10
01
00
00
01
00
01
Total Volum
e4
14
09
03
00
30
10
01
23
00
5%
App. Total
44.411.1
44.40
0100
00
0100
00
4060
00
PHF
.500.250
.333.000
.450.000
.750.000
.000.750
.000.250
.000.000
.250.500
.375.000
.000.625
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 4
Thru 1
Left 4U
-TR 0
In - Peak H
our: 08:30 AM
9
Right0
Thru3
Left0
U-TR0
In - Peak Hour: 08:15 AM3
Left0T
hru1R
ight0U
-TR0
In - Peak H
our: 07:30 AM
1
Left2
Thru3
Right0
U-TR0
In - Peak Hour: 07:30 AM5
Trucks
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- Peds
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eEB
WB
SBN
BW
BEB
NB
SBInt. Total
07:30 AM
713
03
04
42
3307:45 A
M9
92
101
63
141
Total16
222
131
107
374
08:00 AM
515
26
28
51
4408:15 A
M12
163
72
34
148
08:30 AM
1418
04
15
51
4808:45 A
M5
240
710
38
360
Total36
735
2415
1922
6200
09:00 AM
58
03
66
60
3409:15 A
M13
102
42
35
544
Grand Total
70113
944
2438
4014
352A
pprch %38.3
61.717
8338.7
61.374.1
25.9Total %
19.932.1
2.612.5
6.810.8
11.44
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eEB
WB
App. Total
SBN
BA
pp. TotalW
BEB
App. Total
NB
SBA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 08:00 AM
08:00 AM
515
202
68
28
105
16
4408:15 A
M12
1628
37
102
35
41
548
08:30 AM
1418
320
44
15
65
16
4808:45 A
M5
2429
07
710
313
83
1160
Total Volum
e36
73109
524
2915
1934
226
28200
% A
pp. Total33
6717.2
82.844.1
55.978.6
21.4PH
F.643
.760.852
.417.857
.725.375
.594.654
.688.500
.636.833
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
73Left 36
InO
utT
otal46
109155
Right24
Left5
OutTotal In552984
Left15R
ight19
Out
Total
In11
3445
Left22
Right6
TotalOut In88 28 116
Peak H
our Begins at 08:00 A
M
Peds
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
08:00 AM
07:45 AM
08:15 AM
08:30 AM
+0 mins.
515
202
1012
23
55
16
+15 mins.
1216
282
68
15
68
311
+30 mins.
1418
323
710
103
136
06
+45 mins.
524
290
44
66
125
510
Total Volum
e36
73109
727
3419
1736
249
33%
App. Total
3367
20.679.4
52.847.2
72.727.3
PHF
.643.760
.852.583
.675.708
.475.708
.692.750
.450.750
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
73Left 36
In - Peak H
our: 08:00 AM
109
Right27
Left7
In - Peak Hour: 07:45 AM34
Left19R
ight17
In - Peak H
our: 08:15 AM
36
Left24
Right9
In - Peak Hour: 08:30 AM33
Peds
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
ikes StreetA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
LeftThru
Right
LeftThru
Right
LeftThru
Right
Int. Total07:30 A
M1
00
02
10
00
30
07
07:45 AM
20
30
20
00
01
20
10Total
30
30
41
00
04
20
17
08:00 AM
10
10
10
00
03
10
708:15 A
M1
12
02
10
00
44
015
08:30 AM
30
40
20
00
06
30
1808:45 A
M0
01
02
20
00
20
07
Total5
18
07
30
00
158
047
09:00 AM
10
50
10
00
01
20
1009:15 A
M0
00
01
00
00
10
02
Grand Total
91
160
134
00
021
120
76A
pprch %34.6
3.861.5
076.5
23.50
00
63.636.4
0Total %
11.81.3
21.10
17.15.3
00
027.6
15.80
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 07:45 AM
07:45 AM
20
35
02
02
00
00
12
03
1008:00 A
M1
01
20
10
10
00
03
10
47
08:15 AM
11
24
02
13
00
00
44
08
1508:30 A
M3
04
70
20
20
00
06
30
918
Total Volum
e7
110
180
71
80
00
014
100
2450
% A
pp. Total38.9
5.655.6
087.5
12.50
00
58.341.7
0PH
F.583
.250.625
.643.000
.875.250
.667.000
.000.000
.000.583
.625.000
.667.694
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
10T
hru 1Left 7
InO
utT
otal15
1833
Right1
Thru7
Left0
OutTotal In17825
Left0T
hru0R
ight0
Out
Total
In1
01
Left14
Thru10
Right0
TotalOut In17 24 41
Peak H
our Begins at 07:45 A
M
Bikes S
treet
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:45 AM
08:00 AM
07:30 AM
07:45 AM
+0 mins.
20
35
01
01
00
00
12
03
+15 mins.
10
12
02
13
00
00
31
04
+30 mins.
11
24
02
02
00
00
44
08
+45 mins.
30
47
02
24
00
00
63
09
Total Volum
e7
110
180
73
100
00
014
100
24%
App. Total
38.95.6
55.60
7030
00
058.3
41.70
PHF
.583.250
.625.643
.000.875
.375.625
.000.000
.000.000
.583.625
.000.667
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
10T
hru 1Left 7
In - Peak H
our: 07:45 AM
18
Right3
Thru7
Left0
In - Peak Hour: 08:00 AM10
Left0T
hru0R
ight0
In - Peak H
our: 07:30 AM
0
Left14
Thru10
Right0
In - Peak Hour: 07:45 AM24
Bikes S
treet
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
ikes SWA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
LeftThru
Right
LeftThru
Right
LeftThru
Right
Int. Total07:30 A
M1
00
00
00
00
12
04
07:45 AM
00
10
10
00
01
00
3Total
10
10
10
00
02
20
7
08:00 AM
10
00
00
00
00
10
208:15 A
M0
00
01
00
00
00
01
08:30 AM
20
00
00
00
01
00
308:45 A
M0
00
00
10
00
20
03
Total3
00
01
10
00
31
09
09:00 AM
00
00
20
00
00
00
209:15 A
M1
00
00
00
00
01
02
Grand Total
50
10
41
00
05
40
20A
pprch %83.3
016.7
080
200
00
55.644.4
0Total %
250
50
205
00
025
200
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalInt. Total
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 07:30 AM
07:30 AM
10
01
00
00
00
00
12
03
407:45 A
M0
01
10
10
10
00
01
00
13
08:00 AM
10
01
00
00
00
00
01
01
208:15 A
M0
00
00
10
10
00
00
00
01
Total Volum
e2
01
30
20
20
00
02
30
510
% A
pp. Total66.7
033.3
0100
00
00
4060
0PH
F.500
.000.250
.750.000
.500.000
.500.000
.000.000
.000.500
.375.000
.417.625
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 1
Thru 0
Left 2
InO
utT
otal2
35
Right0
Thru2
Left0
OutTotal In527
Left0T
hru0R
ight0
Out
Total
In0
00
Left2
Thru3
Right0
TotalOut In3 5 8
Peak H
our Begins at 07:30 A
M
Bikes S
W
Peak H
our Data
North
Peak Hour A
nalysis From 07:30 A
M to 09:15 A
M - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
07:45 AM
08:15 AM
07:30 AM
07:30 AM
+0 mins.
00
11
01
01
00
00
12
03
+15 mins.
10
01
00
00
00
00
10
01
+30 mins.
00
00
00
11
00
00
01
01
+45 mins.
20
02
02
02
00
00
00
00
Total Volum
e3
01
40
31
40
00
02
30
5%
App. Total
750
250
7525
00
040
600
PHF
.375.000
.250.500
.000.375
.250.500
.000.000
.000.000
.500.375
.000.417
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 1
Thru 0
Left 3
In - Peak H
our: 07:45 AM
4
Right1
Thru3
Left0
In - Peak Hour: 08:15 AM4
Left0T
hru0R
ight0
In - Peak H
our: 07:30 AM
0
Left2
Thru3
Right0
In - Peak Hour: 07:30 AM5
Bikes S
W
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
ars - Trucks - B
usesA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
1064
62
615
153
01
110
1255
20
23804:45 PM
906
51
613
191
23
160
1265
10
240Total
19610
113
1228
344
24
270
24120
30
478
05:00 PM177
63
37
1120
11
013
08
797
0336
05:15 PM185
112
110
818
14
217
08
711
0339
05:30 PM144
621
013
1314
03
116
04
742
0311
05:45 PM129
99
217
1517
05
124
08
661
0303
Total635
3235
647
4769
213
470
028
29011
01289
06:00 PM194
127
112
519
11
119
03
741
0350
06:15 PM173
144
013
619
12
222
01
540
0311
Grand Total
119868
5710
8486
1418
1811
1380
56538
150
2428A
pprch %89.9
5.14.3
0.826.3
2744.2
2.510.8
6.682.6
09.2
88.32.5
0Total %
49.32.8
2.30.4
3.53.5
5.80.3
0.70.5
5.70
2.322.2
0.60
Cars
118667
5710
8486
1408
1811
1370
56538
150
2413%
Cars
9998.5
100100
100100
99.3100
100100
99.30
100100
1000
99.4Trucks
31
00
00
00
00
10
00
00
5%
Trucks0.3
1.50
00
00
00
00.7
00
00
00.2
Buses
90
00
00
10
00
00
00
00
10%
Buses
0.80
00
00
0.70
00
00
00
00
0.4
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 05:15 PM05:15 PM
18511
21
19910
818
137
42
170
238
711
080
33905:30 PM
1446
210
17113
1314
040
31
160
204
742
080
31105:45 PM
1299
92
14917
1517
049
51
240
308
661
075
30306:00 PM
19412
71
21412
519
137
11
190
213
741
078
350Total V
olume
65238
394
73352
4168
2163
135
760
9423
2855
0313
1303%
App. Total
88.95.2
5.30.5
31.925.2
41.71.2
13.85.3
80.90
7.391.1
1.60
PHF
.840.792
.464.500
.856.765
.683.895
.500.832
.650.625
.792.000
.783.719
.963.625
.000.978
.931C
ars645
3839
4726
5241
682
16313
576
094
23285
50
3131296
% C
ars98.9
100100
10099.0
100100
100100
100100
100100
0100
100100
1000
10099.5
Trucks0
00
00
00
00
00
00
00
00
00
00
% Trucks
00
00
00
00
00
00
00
00
00
00
0B
uses7
00
07
00
00
00
00
00
00
00
07
% B
uses1.1
00
01.0
00
00
00
00
00
00
00
00.5
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
390039T
hru 380038Left
64507652
U-T
R 4004
InO
utT
otal96
722818
00
00
77
96825
729
Right
6800
68Thru
4100
41Left
5200
52U-TR
2002
OutTotal In10061611167
000707
10131174 161
Left130013
Thru5005
Right
760076
U-T
R0000
Out
Total
In
9594
1890
00
00
095
18994
Left
2300
23Thru
28500
285Right
5005
U-TR
0000
TotalOut In93 313 406
0 0 00 0 0
93 406313
Peak H
our Begins at 05:15 P
M
Cars
Trucks
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
05:15 PM05:00 PM
05:30 PM04:45 PM
+0 mins.
18511
21
1997
1120
139
31
160
2012
651
078
+15 mins.
1446
210
17110
818
137
51
240
308
797
094
+30 mins.
1299
92
14913
1314
040
11
190
218
711
080
+45 mins.
19412
71
21417
1517
049
22
220
264
742
080
Total Volum
e652
3839
4733
4747
692
16511
581
097
32289
110
332%
App. Total
88.95.2
5.30.5
28.528.5
41.81.2
11.35.2
83.50
9.687
3.30
PHF
.840.792
.464.500
.856.691
.783.863
.500.842
.550.625
.844.000
.808.667
.915.393
.000.883
Cars
64538
394
72647
4769
2165
115
810
9732
28911
0332
% C
ars98.9
100100
10099
100100
100100
100100
100100
0100
100100
1000
100Trucks
00
00
00
00
00
00
00
00
00
00
Accurate C
ounts978-664-2565
Buses
70
00
70
00
00
00
00
00
00
00
% B
uses1.1
00
01
00
00
00
00
00
00
00
0 A
ccess Road
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
390039T
hru 380038Left
64507652
U-T
R 4004
In - Peak H
our: 05:15 PM
72207729
Right
6900
69Thru
4700
47Left
4700
47U-TR
2002
In - Peak Hour: 05:00 PM163
00
163
Left110011
Thru5005
Right
810081
U-T
R0000
In - Peak H
our: 05:30 PM
970097
Left
3200
32Thru
28900
289Right
1100
11U-TR
0000
In - Peak Hour: 04:45 PM332
00
332
Cars
Trucks
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
usesA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
00
00
00
00
00
00
00
00
004:45 PM
00
00
00
00
00
00
00
00
0Total
00
00
00
00
00
00
00
00
0
05:00 PM2
00
00
00
00
00
00
00
02
05:15 PM3
00
00
00
00
00
00
00
03
05:30 PM2
00
00
00
00
00
00
00
02
05:45 PM1
00
00
00
00
00
00
00
01
Total8
00
00
00
00
00
00
00
08
06:00 PM1
00
00
00
00
00
00
00
01
06:15 PM0
00
00
01
00
00
00
00
01
Grand Total
90
00
00
10
00
00
00
00
10A
pprch %100
00
00
0100
00
00
00
00
0Total %
900
00
00
100
00
00
00
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 05:00 PM05:00 PM
20
00
20
00
00
00
00
00
00
00
205:15 PM
30
00
30
00
00
00
00
00
00
00
305:30 PM
20
00
20
00
00
00
00
00
00
00
205:45 PM
10
00
10
00
00
00
00
00
00
00
1Total V
olume
80
00
80
00
00
00
00
00
00
00
8%
App. Total
1000
00
00
00
00
00
00
00
PHF
.667.000
.000.000
.667.000
.000.000
.000.000
.000.000
.000.000
.000.000
.000.000
.000.000
.667
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 8U
-TR 0
InO
utT
otal0
88
Right0
Thru0
Left0
U-TR0
OutTotal In808
Left0T
hru0R
ight0U
-TR0
Out
Total
In0
00
Left0
Thru0
Right0
U-TR0
TotalOut In0 0 0
Peak H
our Begins at 05:00 P
M
Buses
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
05:00 PM05:30 PM
04:30 PM04:30 PM
+0 mins.
20
00
20
00
00
00
00
00
00
00
+15 mins.
30
00
30
00
00
00
00
00
00
00
+30 mins.
20
00
20
00
00
00
00
00
00
00
+45 mins.
10
00
10
01
01
00
00
00
00
00
Total Volum
e8
00
08
00
10
10
00
00
00
00
0%
App. Total
1000
00
00
1000
00
00
00
00
PHF
.667.000
.000.000
.667.000
.000.250
.000.250
.000.000
.000.000
.000.000
.000.000
.000.000
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 8U
-TR 0
In - Peak H
our: 05:00 PM
8
Right1
Thru0
Left0
U-TR0
In - Peak Hour: 05:30 PM1
Left0T
hru0R
ight0U
-TR0
In - Peak H
our: 04:30 PM
0
Left0
Thru0
Right0
U-TR0
In - Peak Hour: 04:30 PM0
Buses
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- C
arsA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
1044
62
615
153
01
110
1255
20
23604:45 PM
905
51
613
191
23
160
1265
10
239Total
1949
113
1228
344
24
270
24120
30
475
05:00 PM175
63
37
1120
11
012
08
797
0333
05:15 PM182
112
110
818
14
217
08
711
0336
05:30 PM142
621
013
1314
03
116
04
742
0309
05:45 PM128
99
217
1517
05
124
08
661
0302
Total627
3235
647
4769
213
469
028
29011
01280
06:00 PM193
127
112
519
11
119
03
741
0349
06:15 PM172
144
013
618
12
222
01
540
0309
Grand Total
118667
5710
8486
1408
1811
1370
56538
150
2413A
pprch %89.8
5.14.3
0.826.4
2744
2.510.8
6.682.5
09.2
88.32.5
0Total %
49.22.8
2.40.4
3.53.6
5.80.3
0.70.5
5.70
2.322.3
0.60
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 05:15 PM05:15 PM
18211
21
19610
818
137
42
170
238
711
080
33605:30 PM
1426
210
16913
1314
040
31
160
204
742
080
30905:45 PM
1289
92
14817
1517
049
51
240
308
661
075
30206:00 PM
19312
71
21312
519
137
11
190
213
741
078
349Total V
olume
64538
394
72652
4168
2163
135
760
9423
2855
0313
1296%
App. Total
88.85.2
5.40.6
31.925.2
41.71.2
13.85.3
80.90
7.391.1
1.60
PHF
.835.792
.464.500
.852.765
.683.895
.500.832
.650.625
.792.000
.783.719
.963.625
.000.978
.928
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
39T
hru 38Left
645U
-TR 4
InO
utT
otal96
722818
Right68
Thru41
Left52
U-TR2
OutTotal In10061611167
Left13T
hru5R
ight76
U-T
R0
Out
Total
In95
94189
Left23
Thru285
Right5
U-TR0
TotalOut In93 313 406
Peak H
our Begins at 05:15 P
M
Cars
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
05:15 PM05:00 PM
05:30 PM04:45 PM
+0 mins.
18211
21
1967
1120
139
31
160
2012
651
078
+15 mins.
1426
210
16910
818
137
51
240
308
797
094
+30 mins.
1289
92
14813
1314
040
11
190
218
711
080
+45 mins.
19312
71
21317
1517
049
22
220
264
742
080
Total Volum
e645
3839
4726
4747
692
16511
581
097
32289
110
332%
App. Total
88.85.2
5.40.6
28.528.5
41.81.2
11.35.2
83.50
9.687
3.30
PHF
.835.792
.464.500
.852.691
.783.863
.500.842
.550.625
.844.000
.808.667
.915.393
.000.883
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
39T
hru 38Left
645U
-TR 4
In - Peak H
our: 05:15 PM
722
Right69
Thru47
Left47
U-TR2
In - Peak Hour: 05:00 PM163
Left11T
hru5R
ight81
U-T
R0
In - Peak H
our: 05:30 PM
97
Left32
Thru289
Right11
U-TR0
In - Peak Hour: 04:45 PM332
Cars
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- T
rucksA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
20
00
00
00
00
00
00
00
204:45 PM
01
00
00
00
00
00
00
00
1Total
21
00
00
00
00
00
00
00
3
05:00 PM0
00
00
00
00
01
00
00
01
05:15 PM0
00
00
00
00
00
00
00
00
05:30 PM0
00
00
00
00
00
00
00
00
05:45 PM0
00
00
00
00
00
00
00
00
Total0
00
00
00
00
01
00
00
01
06:00 PM0
00
00
00
00
00
00
00
00
06:15 PM1
00
00
00
00
00
00
00
01
Grand Total
31
00
00
00
00
10
00
00
5A
pprch %75
250
00
00
00
0100
00
00
0Total %
6020
00
00
00
00
200
00
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalLeft
ThruR
ightU
-TRA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 04:30 PM04:30 PM
20
00
20
00
00
00
00
00
00
00
204:45 PM
01
00
10
00
00
00
00
00
00
00
105:00 PM
00
00
00
00
00
00
10
10
00
00
105:15 PM
00
00
00
00
00
00
00
00
00
00
0Total V
olume
21
00
30
00
00
00
10
10
00
00
4%
App. Total
66.733.3
00
00
00
00
1000
00
00
PHF
.250.250
.000.000
.375.000
.000.000
.000.000
.000.000
.250.000
.250.000
.000.000
.000.000
.500
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 1
Left 2U
-TR 0
InO
utT
otal0
33
Right0
Thru0
Left0
U-TR0
OutTotal In303
Left0T
hru0R
ight1U
-TR0
Out
Total
In1
12
Left0
Thru0
Right0
U-TR0
TotalOut In0 0 0
Peak H
our Begins at 04:30 P
M
Trucks
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
04:30 PM04:30 PM
04:30 PM04:30 PM
+0 mins.
20
00
20
00
00
00
00
00
00
00
+15 mins.
01
00
10
00
00
00
00
00
00
00
+30 mins.
00
00
00
00
00
00
10
10
00
00
+45 mins.
00
00
00
00
00
00
00
00
00
00
Total Volum
e2
10
03
00
00
00
01
01
00
00
0%
App. Total
66.733.3
00
00
00
00
1000
00
00
PHF
.250.250
.000.000
.375.000
.000.000
.000.000
.000.000
.250.000
.250.000
.000.000
.000.000
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 1
Left 2U
-TR 0
In - Peak H
our: 04:30 PM
3
Right0
Thru0
Left0
U-TR0
In - Peak Hour: 04:30 PM0
Left0T
hru0R
ight1U
-TR0
In - Peak H
our: 04:30 PM
1
Left0
Thru0
Right0
U-TR0
In - Peak Hour: 04:30 PM0
Trucks
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- Peds
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eEB
WB
SBN
BW
BEB
NB
SBInt. Total
04:30 PM23
107
26
53
460
04:45 PM16
40
01
26
433
Total39
147
27
79
893
05:00 PM24
22
02
22
842
05:15 PM26
11
31
24
240
05:30 PM33
111
12
13
658
05:45 PM13
83
00
13
432
Total96
227
45
612
20172
06:00 PM23
41
10
10
333
06:15 PM18
71
02
26
339
Grand Total
17647
167
1416
2734
337A
pprch %78.9
21.169.6
30.446.7
53.344.3
55.7Total %
52.213.9
4.72.1
4.24.7
810.1
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eEB
WB
App. Total
SBN
BA
pp. TotalW
BEB
App. Total
NB
SBA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 04:30 PM04:30 PM
2310
337
29
65
113
47
6004:45 PM
164
200
00
12
36
410
3305:00 PM
242
262
02
22
42
810
4205:15 PM
261
271
34
12
34
26
40Total V
olume
8917
10610
515
1011
2115
1833
175%
App. Total
8416
66.733.3
47.652.4
45.554.5
PHF
.856.425
.803.357
.417.417
.417.550
.477.625
.563.825
.729
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
17Left 89
InO
utT
otal20
106126
Right5
Left10
OutTotal In10015115
Left10R
ight11
Out
Total
In28
2149
Left15
Right18
TotalOut In27 33 60
Peak H
our Begins at 04:30 P
M
Peds
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
05:15 PM04:30 PM
04:30 PM04:45 PM
+0 mins.
261
277
29
65
116
410
+15 mins.
3311
440
00
12
32
810
+30 mins.
138
212
02
22
44
26
+45 mins.
234
271
34
12
33
69
Total Volum
e95
24119
105
1510
1121
1520
35%
App. Total
79.820.2
66.733.3
47.652.4
42.957.1
PHF
.720.545
.676.357
.417.417
.417.550
.477.625
.625.875
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right
24Left 95
In - Peak H
our: 05:15 PM
119
Right5
Left10
In - Peak Hour: 04:30 PM15
Left10R
ight11
In - Peak H
our: 04:30 PM
21
Left15
Right20
In - Peak Hour: 04:45 PM35
Peds
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
ikes StreetA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
00
00
00
30
00
00
30
00
604:45 PM
00
00
02
10
00
00
01
10
5Total
00
00
02
40
00
00
31
10
11
05:00 PM0
00
00
12
00
00
00
01
04
05:15 PM0
00
00
03
00
10
01
10
06
05:30 PM0
00
00
11
00
00
00
10
03
05:45 PM0
00
00
23
00
10
02
10
09
Total0
00
00
49
00
20
03
31
022
06:00 PM0
00
00
02
00
00
00
40
06
06:15 PM0
00
00
00
00
00
01
00
01
Grand Total
00
00
06
150
02
00
78
20
40A
pprch %0
00
00
28.671.4
00
1000
041.2
47.111.8
0Total %
00
00
015
37.50
05
00
17.520
50
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 05:15 PM05:15 PM
00
00
00
33
01
01
11
02
605:30 PM
00
00
01
12
00
00
01
01
305:45 PM
00
00
02
35
01
01
21
03
906:00 PM
00
00
00
22
00
00
04
04
6Total V
olume
00
00
03
912
02
02
37
010
24%
App. Total
00
00
2575
0100
030
700
PHF
.000.000
.000.000
.000.375
.750.600
.000.500
.000.500
.375.438
.000.625
.667
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 0
InO
utT
otal14
014
Right9
Thru3
Left0
OutTotal In71219
Left0T
hru2R
ight0
Out
Total
In0
22
Left3
Thru7
Right0
TotalOut In3 10 13
Peak H
our Begins at 05:15 P
M
Bikes S
treet
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
04:30 PM05:00 PM
05:00 PM05:15 PM
+0 mins.
00
00
01
23
00
00
11
02
+15 mins.
00
00
00
33
01
01
01
01
+30 mins.
00
00
01
12
00
00
21
03
+45 mins.
00
00
02
35
01
01
04
04
Total Volum
e0
00
00
49
130
20
23
70
10%
App. Total
00
00
30.869.2
0100
030
700
PHF
.000.000
.000.000
.000.500
.750.650
.000.500
.000.500
.375.438
.000.625
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Right9
Thru4
Left0
In - Peak Hour: 05:00 PM13
Left0T
hru2R
ight0
In - Peak H
our: 05:00 PM
2
Left3
Thru7
Right0
In - Peak Hour: 05:15 PM10
Bikes S
treet
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 1
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Groups Printed- B
ikes SWA
ccess Road
From N
orthC
ambridge Park D
rFrom
East
Access R
oadFrom
SouthC
ambridge Park D
rFrom
West
Start Time
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
LeftThru
Right
U-TR
Int. Total04:30 PM
20
00
00
10
00
00
00
00
304:45 PM
00
00
01
00
00
00
00
00
1Total
20
00
01
10
00
00
00
00
4
05:00 PM0
00
00
00
00
00
00
10
01
05:15 PM0
00
00
00
00
00
00
00
00
05:30 PM0
00
00
00
00
00
00
00
00
05:45 PM0
00
00
10
00
00
00
00
01
Total0
00
00
10
00
00
00
10
02
06:00 PM0
00
00
00
00
00
00
00
00
06:15 PM0
00
00
00
00
00
00
00
00
Grand Total
20
00
02
10
00
00
01
00
6A
pprch %100
00
00
66.733.3
00
00
00
1000
0Total %
33.30
00
033.3
16.70
00
00
016.7
00
Access R
oadFrom
North
Cam
bridge Park Dr
From E
astA
ccess Road
From South
Cam
bridge Park Dr
From W
estStart Tim
eLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalLeft
ThruR
ightA
pp. TotalInt. Total
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Entire Intersection B
egins at 04:30 PM04:30 PM
20
02
00
11
00
00
00
00
304:45 PM
00
00
01
01
00
00
00
00
105:00 PM
00
00
00
00
00
00
01
01
105:15 PM
00
00
00
00
00
00
00
00
0Total V
olume
20
02
01
12
00
00
01
01
5%
App. Total
1000
00
5050
00
00
1000
PHF
.250.000
.000.250
.000.250
.250.500
.000.000
.000.000
.000.250
.000.250
.417
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 2
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 2
InO
utT
otal1
23
Right1
Thru1
Left0
OutTotal In325
Left0T
hru0R
ight0
Out
Total
In0
00
Left0
Thru1
Right0
TotalOut In1 1 2
Peak H
our Begins at 04:30 P
M
Bikes S
W
Peak H
our Data
North
Peak Hour A
nalysis From 04:30 PM
to 06:15 PM - Peak 1 of 1
Peak Hour for Each A
pproach Begins at:
04:30 PM04:30 PM
04:30 PM04:30 PM
+0 mins.
20
02
00
11
00
00
00
00
+15 mins.
00
00
01
01
00
00
00
00
+30 mins.
00
00
00
00
00
00
01
01
+45 mins.
00
00
00
00
00
00
00
00
Total Volum
e2
00
20
11
20
00
00
10
1%
App. Total
1000
00
5050
00
00
1000
PHF
.250.000
.000.250
.000.250
.250.500
.000.000
.000.000
.000.250
.000.250
Accurate C
ounts978-664-2565
File Nam
e: 11810004
Site Code
: 11810004Start D
ate: 12/6/2012
Page No
: 3
N/S Street : 'T' A
ccess Road
E/W Street: C
ambridge Park D
riveC
ity/State : Cam
bridge, MA
Weather : C
lear
Access R
oad
Cambridge Park Dr Cambridge Park Dr
Access R
oad
Right 0
Thru 0
Left 2
In - Peak H
our: 04:30 PM
2
Right1
Thru1
Left0
In - Peak Hour: 04:30 PM2
Left0T
hru0R
ight0
In - Peak H
our: 04:30 PM
0
Left0
Thru1
Right0
In - Peak Hour: 04:30 PM1
Bikes S
W
Peak H
our Data
North
Accurate C
ounts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 23 320 54 1 0 0 0 0 49 0 0 0 44707:45 AM 22 236 48 0 0 0 0 0 53 0 0 0 359
Total 45 556 102 1 0 0 0 0 102 0 0 0 806
08:00 AM 14 231 73 0 0 0 1 0 50 0 0 0 36908:15 AM 11 202 80 0 0 0 0 0 51 0 0 0 34408:30 AM 16 222 57 0 0 0 0 0 38 0 0 0 33308:45 AM 24 205 61 0 0 0 0 0 41 0 0 0 331
Total 65 860 271 0 0 0 1 0 180 0 0 0 1377
09:00 AM 17 168 39 0 0 1 2 0 33 0 0 0 26009:15 AM 26 176 11 0 0 0 0 0 30 0 0 0 243
Grand Total 153 1760 423 1 0 1 3 0 345 0 0 0 2686Apprch % 6.5 75.3 18.1 50 0 50 0.9 0 99.1 0 0 0
Total % 5.7 65.5 15.7 0 0 0 0.1 0 12.8 0 0 0Cars 153 1709 423 0 0 0 2 0 304 0 0 0 2591
% Cars 100 97.1 100 0 0 0 66.7 0 88.1 0 0 0 96.5Trucks 0 8 0 0 0 0 1 0 1 0 0 0 10
% Trucks 0 0.5 0 0 0 0 33.3 0 0.3 0 0 0 0.4Buses 0 43 0 1 0 1 0 0 40 0 0 0 85
% Buses 0 2.4 0 100 0 100 0 0 11.6 0 0 0 3.2
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 23 320 54 397 1 0 0 1 0 0 49 49 0 0 0 0 44707:45 AM 22 236 48 306 0 0 0 0 0 0 53 53 0 0 0 0 35908:00 AM 14 231 73 318 0 0 0 0 1 0 50 51 0 0 0 0 36908:15 AM 11 202 80 293 0 0 0 0 0 0 51 51 0 0 0 0 344
Total Volume 70 989 255 1314 1 0 0 1 1 0 203 204 0 0 0 0 1519% App. Total 5.3 75.3 19.4 100 0 0 0.5 0 99.5 0 0 0
PHF .761 .773 .797 .827 .250 .000 .000 .250 .250 .000 .958 .962 .000 .000 .000 .000 .850Cars 70 963 255 1288 0 0 0 0 1 0 182 183 0 0 0 0 1471
% Cars 100 97.4 100 98.0 0 0 0 0 100 0 89.7 89.7 0 0 0 0 96.8Trucks 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
% Trucks 0 0.3 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0.2Buses 0 23 0 23 1 0 0 1 0 0 21 21 0 0 0 0 45
% Buses 0 2.3 0 1.8 100 0 0 100 0 0 10.3 10.3 0 0 0 0 3.0
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right
25500
255Thru
9633
23989
Left
7000
70
InOut Total0 1288 12880 3 30 23 230 13141314
Right 0000
Thru 0000
Left 0011
Out
Total
In252
0252
00
021
122
273274
1
Left1001
Thru0000
Right182
021
203
Out TotalIn
963 183 11463 0 3
24 21 45990 1194204
Left
0 0 0 0T
hru0 0 0 0
Rig
ht0 0 0 0
Tot
alO
utIn
256
025
60
00
00
025
625
60 Peak Hour Begins at 07:30 AM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM+0 mins. 23 320 54 397 1 0 0 1 0 0 49 49 0 0 0 0
+15 mins. 22 236 48 306 0 0 0 0 0 0 53 53 0 0 0 0+30 mins. 14 231 73 318 0 0 0 0 1 0 50 51 0 0 0 0+45 mins. 11 202 80 293 0 0 0 0 0 0 51 51 0 0 0 0
Total Volume 70 989 255 1314 1 0 0 1 1 0 203 204 0 0 0 0% App. Total 5.3 75.3 19.4 100 0 0 0.5 0 99.5 0 0 0
PHF .761 .773 .797 .827 .250 .000 .000 .250 .250 .000 .958 .962 .000 .000 .000 .000Cars 70 963 255 1288 0 0 0 0 1 0 182 183 0 0 0 0
% Cars 100 97.4 100 98 0 0 0 0 100 0 89.7 89.7 0 0 0 0Trucks 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0
% Trucks 0 0.3 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0Buses 0 23 0 23 1 0 0 1 0 0 21 21 0 0 0 0
% Buses 0 2.3 0 1.8 100 0 0 100 0 0 10.3 10.3 0 0 0 0
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right
25500
255Thru
9633
23989
Left
7000
70
In - Peak Hour: 07:30 AM1288
323
1314
Right 0000
Thru 0000
Left 0011
In - Peak H
our: 07:30 AM
0011
Left1001
Thru0000
Right182
021
203
In - Peak Hour: 07:30 AM
1830
21204
Left
0 0 0 0T
hru0 0 0 0
Rig
ht0 0 0 0
In -
Pea
k H
our:
07:
30 A
M0 0 0 0 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 0 4 0 1 0 0 0 0 1 0 0 0 607:45 AM 0 6 0 0 0 0 0 0 8 0 0 0 14
Total 0 10 0 1 0 0 0 0 9 0 0 0 20
08:00 AM 0 4 0 0 0 0 0 0 7 0 0 0 1108:15 AM 0 9 0 0 0 0 0 0 5 0 0 0 1408:30 AM 0 6 0 0 0 0 0 0 5 0 0 0 1108:45 AM 0 5 0 0 0 0 0 0 4 0 0 0 9
Total 0 24 0 0 0 0 0 0 21 0 0 0 45
09:00 AM 0 4 0 0 0 1 0 0 4 0 0 0 909:15 AM 0 5 0 0 0 0 0 0 6 0 0 0 11
Grand Total 0 43 0 1 0 1 0 0 40 0 0 0 85Apprch % 0 100 0 50 0 50 0 0 100 0 0 0
Total % 0 50.6 0 1.2 0 1.2 0 0 47.1 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 6 0 6 0 0 0 0 0 0 8 8 0 0 0 0 1408:00 AM 0 4 0 4 0 0 0 0 0 0 7 7 0 0 0 0 1108:15 AM 0 9 0 9 0 0 0 0 0 0 5 5 0 0 0 0 1408:30 AM 0 6 0 6 0 0 0 0 0 0 5 5 0 0 0 0 11
Total Volume 0 25 0 25 0 0 0 0 0 0 25 25 0 0 0 0 50% App. Total 0 100 0 0 0 0 0 0 100 0 0 0
PHF .000 .694 .000 .694 .000 .000 .000 .000 .000 .000 .781 .781 .000 .000 .000 .000 .893
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru25
Left0
InOut Total0 25 25
Right 0
Thru 0
Left 0
Out
Total
In25
025
Left0
Thru0
Right25
Out TotalIn25 25 50
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 07:45 AM
Buses
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:45 AM 07:30 AM+0 mins. 0 6 0 6 1 0 0 1 0 0 8 8 0 0 0 0
+15 mins. 0 4 0 4 0 0 0 0 0 0 7 7 0 0 0 0+30 mins. 0 9 0 9 0 0 0 0 0 0 5 5 0 0 0 0+45 mins. 0 6 0 6 0 0 0 0 0 0 5 5 0 0 0 0
Total Volume 0 25 0 25 1 0 0 1 0 0 25 25 0 0 0 0% App. Total 0 100 0 100 0 0 0 0 100 0 0 0
PHF .000 .694 .000 .694 .250 .000 .000 .250 .000 .000 .781 .781 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru25
Left0
In - Peak Hour: 07:45 AM25
Right 0
Thru 0
Left 1
In - Peak H
our: 07:30 AM
1
Left0
Thru0
Right25
In - Peak Hour: 07:45 AM25
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
07:
30 A
M0
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 23 315 54 0 0 0 0 0 48 0 0 0 44007:45 AM 22 230 48 0 0 0 0 0 45 0 0 0 345
Total 45 545 102 0 0 0 0 0 93 0 0 0 785
08:00 AM 14 227 73 0 0 0 1 0 43 0 0 0 35808:15 AM 11 191 80 0 0 0 0 0 46 0 0 0 32808:30 AM 16 215 57 0 0 0 0 0 33 0 0 0 32108:45 AM 24 199 61 0 0 0 0 0 37 0 0 0 321
Total 65 832 271 0 0 0 1 0 159 0 0 0 1328
09:00 AM 17 162 39 0 0 0 1 0 28 0 0 0 24709:15 AM 26 170 11 0 0 0 0 0 24 0 0 0 231
Grand Total 153 1709 423 0 0 0 2 0 304 0 0 0 2591Apprch % 6.7 74.8 18.5 0 0 0 0.7 0 99.3 0 0 0
Total % 5.9 66 16.3 0 0 0 0.1 0 11.7 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 23 315 54 392 0 0 0 0 0 0 48 48 0 0 0 0 44007:45 AM 22 230 48 300 0 0 0 0 0 0 45 45 0 0 0 0 34508:00 AM 14 227 73 314 0 0 0 0 1 0 43 44 0 0 0 0 35808:15 AM 11 191 80 282 0 0 0 0 0 0 46 46 0 0 0 0 328
Total Volume 70 963 255 1288 0 0 0 0 1 0 182 183 0 0 0 0 1471% App. Total 5.4 74.8 19.8 0 0 0 0.5 0 99.5 0 0 0
PHF .761 .764 .797 .821 .000 .000 .000 .000 .250 .000 .948 .953 .000 .000 .000 .000 .836
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right255
Thru963
Left70
InOut Total0 1288 1288
Right 0
Thru 0
Left 0
Out
Total
In252
0252
Left1
Thru0
Right182
Out TotalIn963 183 1146
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
256
025
6
Peak Hour Begins at 07:30 AM
Cars
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM+0 mins. 23 315 54 392 0 0 0 0 0 0 48 48 0 0 0 0
+15 mins. 22 230 48 300 0 0 0 0 0 0 45 45 0 0 0 0+30 mins. 14 227 73 314 0 0 0 0 1 0 43 44 0 0 0 0+45 mins. 11 191 80 282 0 0 0 0 0 0 46 46 0 0 0 0
Total Volume 70 963 255 1288 0 0 0 0 1 0 182 183 0 0 0 0% App. Total 5.4 74.8 19.8 0 0 0 0.5 0 99.5 0 0 0
PHF .761 .764 .797 .821 .000 .000 .000 .000 .250 .000 .948 .953 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right255
Thru963
Left70
In - Peak Hour: 07:30 AM1288
Right 0
Thru 0
Left 0
In - Peak H
our: 07:30 AM
0
Left1
Thru0
Right182
In - Peak Hour: 07:30 AM183
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
07:
30 A
M0
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 107:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 008:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 208:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 108:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 4 0 0 0 0 0 0 0 0 0 0 4
09:00 AM 0 2 0 0 0 0 1 0 1 0 0 0 409:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
Grand Total 0 8 0 0 0 0 1 0 1 0 0 0 10Apprch % 0 100 0 0 0 0 50 0 50 0 0 0
Total % 0 80 0 0 0 0 10 0 10 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 208:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 108:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 109:00 AM 0 2 0 2 0 0 0 0 1 0 1 2 0 0 0 0 4
Total Volume 0 6 0 6 0 0 0 0 1 0 1 2 0 0 0 0 8% App. Total 0 100 0 0 0 0 50 0 50 0 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .000 .000 .500
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru6
Left0
InOut Total0 6 6
Right 0
Thru 0
Left 0
Out
Total
In1
01
Left1
Thru0
Right1
Out TotalIn6 2 8
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
10
1
Peak Hour Begins at 08:15 AM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:15 AM 07:30 AM 08:15 AM 07:30 AM+0 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 2 0 2 0 0 0 0 1 0 1 2 0 0 0 0
Total Volume 0 6 0 6 0 0 0 0 1 0 1 2 0 0 0 0% App. Total 0 100 0 0 0 0 50 0 50 0 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .000 .250 .250 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru6
Left0
In - Peak Hour: 08:15 AM6
Right 0
Thru 0
Left 0
In - Peak H
our: 07:30 AM
0
Left1
Thru0
Right1
In - Peak Hour: 08:15 AM2
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
07:
30 A
M0
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time WB EB SB NB WB EB SB NB Int. Total07:30 AM 1 2 42 6 0 0 0 0 5107:45 AM 7 16 81 17 0 0 0 1 122
Total 8 18 123 23 0 0 0 1 173
08:00 AM 4 22 93 17 1 0 2 2 14108:15 AM 6 18 129 16 0 3 0 0 17208:30 AM 1 35 105 23 0 0 0 0 16408:45 AM 2 22 61 13 1 0 0 2 101
Total 13 97 388 69 2 3 2 4 578
09:00 AM 3 16 51 15 0 0 1 2 8809:15 AM 1 9 43 11 0 0 1 0 65
Grand Total 25 140 605 118 2 3 4 7 904Apprch % 15.2 84.8 83.7 16.3 40 60 36.4 63.6
Total % 2.8 15.5 66.9 13.1 0.2 0.3 0.4 0.8
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time WB EB App. Total SB NB App. Total WB EB App. Total SB NB App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 7 16 23 81 17 98 0 0 0 0 1 1 12208:00 AM 4 22 26 93 17 110 1 0 1 2 2 4 14108:15 AM 6 18 24 129 16 145 0 3 3 0 0 0 17208:30 AM 1 35 36 105 23 128 0 0 0 0 0 0 164
Total Volume 18 91 109 408 73 481 1 3 4 2 3 5 599% App. Total 16.5 83.5 84.8 15.2 25 75 40 60
PHF .643 .650 .757 .791 .793 .829 .250 .250 .333 .250 .375 .313 .871
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right91
Left18
InOut Total75 109 184
Right
73Left
408
Out
Total
In21
481502
Left1
Right3
Out TotalIn411 4 415
Left
2R
ight3
Tot
alO
utIn
925
97
Peak Hour Begins at 07:45 AM
Peds
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM 08:00 AM+0 mins. 4 22 26 81 17 98 1 0 1 2 2 4
+15 mins. 6 18 24 93 17 110 0 3 3 0 0 0+30 mins. 1 35 36 129 16 145 0 0 0 0 0 0+45 mins. 2 22 24 105 23 128 1 0 1 0 2 2
Total Volume 13 97 110 408 73 481 2 3 5 2 4 6% App. Total 11.8 88.2 84.8 15.2 40 60 33.3 66.7
PHF .542 .693 .764 .791 .793 .829 .500 .250 .417 .250 .500 .375
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right97
Left13
In - Peak Hour: 08:00 AM110
Right
73Left
408
In - Peak H
our: 07:45 AM
481
Left2
Right3
In - Peak Hour: 08:00 AM5
Left
2R
ight4
In -
Pea
k H
our:
08:
00 A
M6
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 107:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 0 0 0 0 0 0 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 1 0 4 0 0 0 0 0 0 0 0 5
Grand Total 0 3 0 4 0 0 0 0 0 0 0 0 7Apprch % 0 100 0 100 0 0 0 0 0 0 0 0
Total % 0 42.9 0 57.1 0 0 0 0 0 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 009:15 AM 0 1 0 1 4 0 0 4 0 0 0 0 0 0 0 0 5
Total Volume 0 1 0 1 4 0 0 4 0 0 0 0 0 0 0 0 5% App. Total 0 100 0 100 0 0 0 0 0 0 0 0
PHF .000 .250 .000 .250 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru1
Left0
InOut Total0 1 1
Right 0
Thru 0
Left 4
Out
Total
In0
44
Left0
Thru0
Right0
Out TotalIn5 0 5
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 08:30 AM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:30 AM 08:30 AM 07:30 AM 07:30 AM+0 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 4 0 0 4 0 0 0 0 0 0 0 0% App. Total 0 100 0 100 0 0 0 0 0 0 0 0
PHF .000 .500 .000 .500 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru2
Left0
In - Peak Hour: 07:30 AM2
Right 0
Thru 0
Left 4
In - Peak H
our: 08:30 AM
4
Left0
Thru0
Right0
In - Peak Hour: 07:30 AM0
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
07:
30 A
M0
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total07:30 AM 4 6 0 0 0 1 0 1 0 0 0 1 1307:45 AM 6 15 0 3 0 0 0 0 0 0 0 1 25
Total 10 21 0 3 0 1 0 1 0 0 0 2 38
08:00 AM 8 26 0 2 0 1 0 0 0 0 0 0 3708:15 AM 7 18 1 6 0 1 1 2 0 0 1 0 3708:30 AM 6 13 0 2 0 1 1 0 0 0 0 0 2308:45 AM 7 7 0 0 0 2 0 0 0 0 0 0 16
Total 28 64 1 10 0 5 2 2 0 0 1 0 113
09:00 AM 2 3 0 1 0 1 0 1 0 0 0 0 809:15 AM 4 5 0 1 0 1 1 0 0 0 0 0 12
Grand Total 44 93 1 15 0 8 3 4 0 0 1 2 171Apprch % 31.9 67.4 0.7 65.2 0 34.8 42.9 57.1 0 0 33.3 66.7
Total % 25.7 54.4 0.6 8.8 0 4.7 1.8 2.3 0 0 0.6 1.2
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 6 15 0 21 3 0 0 3 0 0 0 0 0 0 1 1 2508:00 AM 8 26 0 34 2 0 1 3 0 0 0 0 0 0 0 0 3708:15 AM 7 18 1 26 6 0 1 7 1 2 0 3 0 1 0 1 3708:30 AM 6 13 0 19 2 0 1 3 1 0 0 1 0 0 0 0 23
Total Volume 27 72 1 100 13 0 3 16 2 2 0 4 0 1 1 2 122% App. Total 27 72 1 81.2 0 18.8 50 50 0 0 50 50
PHF .844 .692 .250 .735 .542 .000 .750 .571 .500 .250 .000 .333 .000 .250 .250 .500 .824
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right1
Thru72
Left27
InOut Total5 100 105
Right 3
Thru 0
Left 13
Out
Total
In28
1644
Left2
Thru2
Right0
Out TotalIn86 4 90
Left
0T
hru1
Rig
ht1
Tot
alO
utIn
32
5
Peak Hour Begins at 07:45 AM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 09:15 AM - Peak 1 of 1Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 08:15 AM 07:30 AM+0 mins. 6 15 0 21 3 0 0 3 1 2 0 3 0 0 1 1
+15 mins. 8 26 0 34 2 0 1 3 1 0 0 1 0 0 1 1+30 mins. 7 18 1 26 6 0 1 7 0 0 0 0 0 0 0 0+45 mins. 6 13 0 19 2 0 1 3 0 1 0 1 0 1 0 1
Total Volume 27 72 1 100 13 0 3 16 2 3 0 5 0 1 2 3% App. Total 27 72 1 81.2 0 18.8 40 60 0 0 33.3 66.7
PHF .844 .692 .250 .735 .542 .000 .750 .571 .500 .375 .000 .417 .000 .250 .500 .750
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right1
Thru72
Left27
In - Peak Hour: 07:45 AM100
Right 3
Thru 0
Left 13
In - Peak H
our: 07:45 AM
16
Left2
Thru3
Right0
In - Peak Hour: 08:15 AM5
Left
0T
hru1
Rig
ht2
In -
Pea
k H
our:
07:
30 A
M3
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Cars - Trucks - BusesAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 67 112 1 0 0 0 0 0 144 0 0 0 32404:45 PM 50 107 0 0 0 0 0 0 117 0 0 0 274
Total 117 219 1 0 0 0 0 0 261 0 0 0 598
05:00 PM 90 146 0 0 0 0 0 0 142 0 0 0 37805:15 PM 80 159 0 0 0 0 0 0 131 0 0 0 37005:30 PM 60 149 3 0 0 0 0 0 118 0 0 0 33005:45 PM 88 131 0 0 0 0 0 0 140 0 0 0 359
Total 318 585 3 0 0 0 0 0 531 0 0 0 1437
06:00 PM 66 157 1 0 0 0 0 0 130 0 0 0 35406:15 PM 65 185 1 0 0 0 0 0 107 0 0 0 358
Grand Total 566 1146 6 0 0 0 0 0 1029 0 0 0 2747Apprch % 32.9 66.7 0.3 0 0 0 0 0 100 0 0 0
Total % 20.6 41.7 0.2 0 0 0 0 0 37.5 0 0 0Cars 564 1098 6 0 0 0 0 0 1009 0 0 0 2677
% Cars 99.6 95.8 100 0 0 0 0 0 98.1 0 0 0 97.5Trucks 0 4 0 0 0 0 0 0 0 0 0 0 4
% Trucks 0 0.3 0 0 0 0 0 0 0 0 0 0 0.1Buses 2 44 0 0 0 0 0 0 20 0 0 0 66
% Buses 0.4 3.8 0 0 0 0 0 0 1.9 0 0 0 2.4
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 90 146 0 236 0 0 0 0 0 0 142 142 0 0 0 0 37805:15 PM 80 159 0 239 0 0 0 0 0 0 131 131 0 0 0 0 37005:30 PM 60 149 3 212 0 0 0 0 0 0 118 118 0 0 0 0 33005:45 PM 88 131 0 219 0 0 0 0 0 0 140 140 0 0 0 0 359
Total Volume 318 585 3 906 0 0 0 0 0 0 531 531 0 0 0 0 1437% App. Total 35.1 64.6 0.3 0 0 0 0 0 100 0 0 0
PHF .883 .920 .250 .948 .000 .000 .000 .000 .000 .000 .935 .935 .000 .000 .000 .000 .950Cars 317 560 3 880 0 0 0 0 0 0 525 525 0 0 0 0 1405
% Cars 99.7 95.7 100 97.1 0 0 0 0 0 0 98.9 98.9 0 0 0 0 97.8Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Buses 1 25 0 26 0 0 0 0 0 0 6 6 0 0 0 0 32
% Buses 0.3 4.3 0 2.9 0 0 0 0 0 0 1.1 1.1 0 0 0 0 2.2
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right
3003
Thru
5600
25585
Left
31701
318
InOut Total0 880 8800 0 00 26 260 906906
Right 0000
Thru 0000
Left 0000
Out
Total
In842
0842
00
07
07
849849
0
Left0000
Thru0000
Right525
06
531
Out TotalIn
560 525 10850 0 0
25 6 31585 1116531
Left
0 0 0 0T
hru0 0 0 0
Rig
ht0 0 0 0
Tot
alO
utIn
30
30
00
00
03
30 Peak Hour Begins at 05:00 PM
CarsTrucksBuses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 90 146 0 236 0 0 0 0 0 0 144 144 0 0 0 0
+15 mins. 80 159 0 239 0 0 0 0 0 0 117 117 0 0 0 0+30 mins. 60 149 3 212 0 0 0 0 0 0 142 142 0 0 0 0+45 mins. 88 131 0 219 0 0 0 0 0 0 131 131 0 0 0 0
Total Volume 318 585 3 906 0 0 0 0 0 0 534 534 0 0 0 0% App. Total 35.1 64.6 0.3 0 0 0 0 0 100 0 0 0
PHF .883 .920 .250 .948 .000 .000 .000 .000 .000 .000 .927 .927 .000 .000 .000 .000Cars 317 560 3 880 0 0 0 0 0 0 524 524 0 0 0 0
% Cars 99.7 95.7 100 97.1 0 0 0 0 0 0 98.1 98.1 0 0 0 0Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Buses 1 25 0 26 0 0 0 0 0 0 10 10 0 0 0 0
% Buses 0.3 4.3 0 2.9 0 0 0 0 0 0 1.9 1.9 0 0 0 0
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right
3003
Thru
5600
25585
Left
31701
318
In - Peak Hour: 05:00 PM880
026
906R
ight 0000T
hru 0000Left 0000
In - Peak H
our: 04:30 PM
0000
Left0000
Thru0000
Right524
010
534
In - Peak Hour: 04:30 PM
5240
10534
Left
0 0 0 0T
hru0 0 0 0
Rig
ht0 0 0 0
In -
Pea
k H
our:
04:
30 P
M0 0 0 0 Cars
TrucksBuses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- BusesAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 0 0 0 0 0 0 0 2 0 0 0 204:45 PM 0 7 0 0 0 0 0 0 4 0 0 0 11
Total 0 7 0 0 0 0 0 0 6 0 0 0 13
05:00 PM 0 6 0 0 0 0 0 0 3 0 0 0 905:15 PM 0 8 0 0 0 0 0 0 1 0 0 0 905:30 PM 1 4 0 0 0 0 0 0 1 0 0 0 605:45 PM 0 7 0 0 0 0 0 0 1 0 0 0 8
Total 1 25 0 0 0 0 0 0 6 0 0 0 32
06:00 PM 0 7 0 0 0 0 0 0 4 0 0 0 1106:15 PM 1 5 0 0 0 0 0 0 4 0 0 0 10
Grand Total 2 44 0 0 0 0 0 0 20 0 0 0 66Apprch % 4.3 95.7 0 0 0 0 0 0 100 0 0 0
Total % 3 66.7 0 0 0 0 0 0 30.3 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 7 0 7 0 0 0 0 0 0 4 4 0 0 0 0 1105:00 PM 0 6 0 6 0 0 0 0 0 0 3 3 0 0 0 0 905:15 PM 0 8 0 8 0 0 0 0 0 0 1 1 0 0 0 0 905:30 PM 1 4 0 5 0 0 0 0 0 0 1 1 0 0 0 0 6
Total Volume 1 25 0 26 0 0 0 0 0 0 9 9 0 0 0 0 35% App. Total 3.8 96.2 0 0 0 0 0 0 100 0 0 0
PHF .250 .781 .000 .813 .000 .000 .000 .000 .000 .000 .563 .563 .000 .000 .000 .000 .795
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru25
Left1
InOut Total0 26 26
Right 0
Thru 0
Left 0
Out
Total
In10
010
Left0
Thru0
Right9
Out TotalIn25 9 34
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 04:45 PM
Buses
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 0 8 0 8 0 0 0 0 0 0 2 2 0 0 0 0
+15 mins. 1 4 0 5 0 0 0 0 0 0 4 4 0 0 0 0+30 mins. 0 7 0 7 0 0 0 0 0 0 3 3 0 0 0 0+45 mins. 0 7 0 7 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 1 26 0 27 0 0 0 0 0 0 10 10 0 0 0 0% App. Total 3.7 96.3 0 0 0 0 0 0 100 0 0 0
PHF .250 .813 .000 .844 .000 .000 .000 .000 .000 .000 .625 .625 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru26
Left1
In - Peak Hour: 05:15 PM27
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Left0
Thru0
Right10
In - Peak Hour: 04:30 PM10
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
04:
30 P
M0
Buses
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- CarsAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 67 110 1 0 0 0 0 0 142 0 0 0 32004:45 PM 50 99 0 0 0 0 0 0 113 0 0 0 262
Total 117 209 1 0 0 0 0 0 255 0 0 0 582
05:00 PM 90 140 0 0 0 0 0 0 139 0 0 0 36905:15 PM 80 151 0 0 0 0 0 0 130 0 0 0 36105:30 PM 59 145 3 0 0 0 0 0 117 0 0 0 32405:45 PM 88 124 0 0 0 0 0 0 139 0 0 0 351
Total 317 560 3 0 0 0 0 0 525 0 0 0 1405
06:00 PM 66 149 1 0 0 0 0 0 126 0 0 0 34206:15 PM 64 180 1 0 0 0 0 0 103 0 0 0 348
Grand Total 564 1098 6 0 0 0 0 0 1009 0 0 0 2677Apprch % 33.8 65.8 0.4 0 0 0 0 0 100 0 0 0
Total % 21.1 41 0.2 0 0 0 0 0 37.7 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 90 140 0 230 0 0 0 0 0 0 139 139 0 0 0 0 36905:15 PM 80 151 0 231 0 0 0 0 0 0 130 130 0 0 0 0 36105:30 PM 59 145 3 207 0 0 0 0 0 0 117 117 0 0 0 0 32405:45 PM 88 124 0 212 0 0 0 0 0 0 139 139 0 0 0 0 351
Total Volume 317 560 3 880 0 0 0 0 0 0 525 525 0 0 0 0 1405% App. Total 36 63.6 0.3 0 0 0 0 0 100 0 0 0
PHF .881 .927 .250 .952 .000 .000 .000 .000 .000 .000 .944 .944 .000 .000 .000 .000 .952
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right3
Thru560
Left317
InOut Total0 880 880
Right 0
Thru 0
Left 0
Out
Total
In842
0842
Left0
Thru0
Right525
Out TotalIn560 525 1085
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
30
3
Peak Hour Begins at 05:00 PM
Cars
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 05:00 PM 04:30 PM+0 mins. 90 140 0 230 0 0 0 0 0 0 139 139 0 0 0 0
+15 mins. 80 151 0 231 0 0 0 0 0 0 130 130 0 0 0 0+30 mins. 59 145 3 207 0 0 0 0 0 0 117 117 0 0 0 0+45 mins. 88 124 0 212 0 0 0 0 0 0 139 139 0 0 0 0
Total Volume 317 560 3 880 0 0 0 0 0 0 525 525 0 0 0 0% App. Total 36 63.6 0.3 0 0 0 0 0 100 0 0 0
PHF .881 .927 .250 .952 .000 .000 .000 .000 .000 .000 .944 .944 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right3
Thru560
Left317
In - Peak Hour: 05:00 PM880
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Left0
Thru0
Right525
In - Peak Hour: 05:00 PM525
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
04:
30 P
M0
Cars
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- TrucksAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 2 0 0 0 0 0 0 0 0 0 0 204:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 3 0 0 0 0 0 0 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0
06:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 106:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0
Grand Total 0 4 0 0 0 0 0 0 0 0 0 0 4Apprch % 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 100 0 0 0 0 0 0 0 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 204:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 105:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru3
Left0
InOut Total0 3 3
Right 0
Thru 0
Left 0
Out
Total
In0
00
Left0
Thru0
Right0
Out TotalIn3 0 3
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 04:30 PM
Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM+0 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0% App. Total 0 100 0 0 0 0 0 0 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru3
Left0
In - Peak Hour: 04:30 PM3
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Left0
Thru0
Right0
In - Peak Hour: 04:30 PM0
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
04:
30 P
M0
Trucks
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- PedsAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time WB EB SB NB WB EB SB NB Int. Total04:30 PM 2 1 16 19 0 4 0 2 4404:45 PM 1 0 17 23 0 0 0 1 42
Total 3 1 33 42 0 4 0 3 86
05:00 PM 1 7 21 54 0 0 1 0 8405:15 PM 14 1 29 35 0 0 1 0 8005:30 PM 12 0 27 56 0 0 0 3 9805:45 PM 9 0 23 56 0 2 0 0 90
Total 36 8 100 201 0 2 2 3 352
06:00 PM 10 1 24 67 1 0 0 0 10306:15 PM 6 1 9 49 0 0 0 1 66
Grand Total 55 11 166 359 1 6 2 7 607Apprch % 83.3 16.7 31.6 68.4 14.3 85.7 22.2 77.8
Total % 9.1 1.8 27.3 59.1 0.2 1 0.3 1.2
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time WB EB App. Total SB NB App. Total WB EB App. Total SB NB App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 14 1 15 29 35 64 0 0 0 1 0 1 8005:30 PM 12 0 12 27 56 83 0 0 0 0 3 3 9805:45 PM 9 0 9 23 56 79 0 2 2 0 0 0 9006:00 PM 10 1 11 24 67 91 1 0 1 0 0 0 103
Total Volume 45 2 47 103 214 317 1 2 3 1 3 4 371% App. Total 95.7 4.3 32.5 67.5 33.3 66.7 25 75
PHF .804 .500 .783 .888 .799 .871 .250 .250 .375 .250 .250 .333 .900
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right2
Left45
InOut Total215 47 262
Right214
Left103
Out
Total
In47
317364
Left1
Right2
Out TotalIn106 3 109
Left
1R
ight3
Tot
alO
utIn
34
7
Peak Hour Begins at 05:15 PM
Peds
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:15 PM 05:15 PM 04:30 PM 04:45 PM+0 mins. 14 1 15 29 35 64 0 4 4 0 1 1
+15 mins. 12 0 12 27 56 83 0 0 0 1 0 1+30 mins. 9 0 9 23 56 79 0 0 0 1 0 1+45 mins. 10 1 11 24 67 91 0 0 0 0 3 3
Total Volume 45 2 47 103 214 317 0 4 4 2 4 6% App. Total 95.7 4.3 32.5 67.5 0 100 33.3 66.7
PHF .804 .500 .783 .888 .799 .871 .000 .250 .250 .500 .333 .500
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right2
Left45
In - Peak Hour: 05:15 PM47
Right214
Left103
In - Peak H
our: 05:15 PM
317
Left0
Right4
In - Peak Hour: 04:30 PM4
Left
2R
ight4
In -
Pea
k H
our:
04:
45 P
M6
Peds
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes StreetAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 0 0 0 0 0 0 4 0 0 0 0 404:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2
Total 0 0 0 0 0 0 0 6 0 0 0 0 6
05:00 PM 0 1 0 0 0 0 0 5 0 0 0 0 605:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 005:30 PM 1 0 0 0 0 0 0 4 0 0 0 0 505:45 PM 1 0 0 0 0 0 0 11 0 0 0 0 12
Total 2 1 0 0 0 0 0 20 0 0 0 0 23
06:00 PM 2 0 0 0 0 0 0 4 0 0 0 0 606:15 PM 1 1 0 0 0 0 0 4 0 0 0 0 6
Grand Total 5 2 0 0 0 0 0 34 0 0 0 0 41Apprch % 71.4 28.6 0 0 0 0 0 100 0 0 0 0
Total % 12.2 4.9 0 0 0 0 0 82.9 0 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:30 PM
05:30 PM 1 0 0 1 0 0 0 0 0 4 0 4 0 0 0 0 505:45 PM 1 0 0 1 0 0 0 0 0 11 0 11 0 0 0 0 1206:00 PM 2 0 0 2 0 0 0 0 0 4 0 4 0 0 0 0 606:15 PM 1 1 0 2 0 0 0 0 0 4 0 4 0 0 0 0 6
Total Volume 5 1 0 6 0 0 0 0 0 23 0 23 0 0 0 0 29% App. Total 83.3 16.7 0 0 0 0 0 100 0 0 0 0
PHF .625 .250 .000 .750 .000 .000 .000 .000 .000 .523 .000 .523 .000 .000 .000 .000 .604
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru1
Left5
InOut Total23 6 29
Right 0
Thru 0
Left 0
Out
Total
In5
05
Left0
Thru23
Right0
Out TotalIn1 23 24
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 05:30 PM
Bikes Street
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
05:30 PM 04:30 PM 05:30 PM 04:30 PM+0 mins. 1 0 0 1 0 0 0 0 0 4 0 4 0 0 0 0
+15 mins. 1 0 0 1 0 0 0 0 0 11 0 11 0 0 0 0+30 mins. 2 0 0 2 0 0 0 0 0 4 0 4 0 0 0 0+45 mins. 1 1 0 2 0 0 0 0 0 4 0 4 0 0 0 0
Total Volume 5 1 0 6 0 0 0 0 0 23 0 23 0 0 0 0% App. Total 83.3 16.7 0 0 0 0 0 100 0 0 0 0
PHF .625 .250 .000 .750 .000 .000 .000 .000 .000 .523 .000 .523 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru1
Left5
In - Peak Hour: 05:30 PM6
Right 0
Thru 0
Left 0
In - Peak H
our: 04:30 PM
0
Left0
Thru23
Right0
In - Peak Hour: 05:30 PM23
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
04:
30 P
M0
Bikes Street
Peak Hour Data
North
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 1
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Groups Printed- Bikes SWAccess Rd
From NorthExit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total04:30 PM 0 1 0 1 0 1 0 10 0 0 0 0 1304:45 PM 3 0 0 0 0 4 0 3 0 0 0 0 10
Total 3 1 0 1 0 5 0 13 0 0 0 0 23
05:00 PM 2 0 0 0 0 6 0 8 0 0 0 0 1605:15 PM 0 1 0 0 0 12 0 14 0 0 0 0 2705:30 PM 0 0 0 0 0 7 0 5 1 0 0 0 1305:45 PM 2 1 0 1 0 14 0 10 1 0 0 0 29
Total 4 2 0 1 0 39 0 37 2 0 0 0 85
06:00 PM 2 0 0 0 0 8 0 16 3 0 0 0 2906:15 PM 0 1 0 0 0 5 0 11 1 0 0 0 18
Grand Total 9 4 0 2 0 57 0 77 6 0 0 0 155Apprch % 69.2 30.8 0 3.4 0 96.6 0 92.8 7.2 0 0 0
Total % 5.8 2.6 0 1.3 0 36.8 0 49.7 3.9 0 0 0
Access RdFrom North
Exit to Rte 2From East
Access RdFrom South
Garage EntranceFrom West
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. TotalPeak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 0 1 0 1 0 0 12 12 0 14 0 14 0 0 0 0 2705:30 PM 0 0 0 0 0 0 7 7 0 5 1 6 0 0 0 0 1305:45 PM 2 1 0 3 1 0 14 15 0 10 1 11 0 0 0 0 2906:00 PM 2 0 0 2 0 0 8 8 0 16 3 19 0 0 0 0 29
Total Volume 4 2 0 6 1 0 41 42 0 45 5 50 0 0 0 0 98% App. Total 66.7 33.3 0 2.4 0 97.6 0 90 10 0 0 0
PHF .500 .500 .000 .500 .250 .000 .732 .700 .000 .703 .417 .658 .000 .000 .000 .000 .845
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 2
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru2
Left4
InOut Total86 6 92
Right
41T
hru 0Left 1
Out
Total
In9
4251
Left0
Thru45
Right5
Out TotalIn3 50 53
Left
0T
hru0
Rig
ht0
Tot
alO
utIn
00
0
Peak Hour Begins at 05:15 PM
Bikes SW
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1Peak Hour for Each Approach Begins at:
04:30 PM 05:15 PM 05:15 PM 04:30 PM+0 mins. 0 1 0 1 0 0 12 12 0 14 0 14 0 0 0 0
+15 mins. 3 0 0 3 0 0 7 7 0 5 1 6 0 0 0 0+30 mins. 2 0 0 2 1 0 14 15 0 10 1 11 0 0 0 0+45 mins. 0 1 0 1 0 0 8 8 0 16 3 19 0 0 0 0
Total Volume 5 2 0 7 1 0 41 42 0 45 5 50 0 0 0 0% App. Total 71.4 28.6 0 2.4 0 97.6 0 90 10 0 0 0
PHF .417 .500 .000 .583 .250 .000 .732 .700 .000 .703 .417 .658 .000 .000 .000 .000
Accurate Counts978-664-2565
File Name : 11810005Site Code : 11810005Start Date : 12/6/2012Page No : 3
N/S Street : Alewife 'T' Access RoadE/W Street: Garage / Exit to Route 2City/State : Cambridge, MAWeather : Clear
Access Rd
Gar
age
Ent
ranc
e Exit to R
te 2
Access Rd
Right0
Thru2
Left5
In - Peak Hour: 04:30 PM7
Right
41T
hru 0Left 1
In - Peak H
our: 05:15 PM
42
Left0
Thru45
Right5
In - Peak Hour: 05:15 PM50
Left
0T
hru0
Rig
ht0
In -
Pea
k H
our:
04:
30 P
M0
Bikes SW
Peak Hour Data
North
Accurate Counts978-664-2565
This Page Left Blank Intentionally
Synchro Results
This Page Left Blank Intentionally
Existing Conditions
This Page Left Blank Intentionally
Que
ues
1: R
oute
2 &
Rou
te 1
6 1/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 1
Lane
Gro
upW
BTSW
RLa
ne G
roup
Flow
(vph
)14
7113
36v/c
Rat
io1.
041.
52Co
ntro
l Dela
y43
.826
6.0
Queu
e De
lay68
.90.
0To
tal D
elay
112.
726
6.0
Queu
e Le
ngth
50t
h (ft
)~3
68~1
456
Queu
e Le
ngth
95t
h (ft
)m
32#1
367
Inte
rnal
Link D
ist (f
t)89
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)14
1787
8St
arva
tion
Cap
Redu
ctn19
30
Spillb
ack C
ap R
educ
tn0
0St
orag
e Ca
p Re
ductn
00
Redu
ced
v/c R
atio
1.20
1.52
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
m
Volu
me
for 9
5th
perc
entile
que
ue is
met
ered
by u
pstre
am si
gnal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s1:
Rou
te 2
& R
oute
16
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 1
Mov
emen
tEB
LEB
TW
BTW
BRSW
LSW
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
1383
00
1029
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
00To
tal L
ost t
ime
(s)
2.5
4.5
Lane
Util.
Fac
tor
0.95
1.00
Frt
1.00
0.86
Flt P
rote
cted
1.00
1.00
Satd
. Flow
(pro
t)35
0516
27Fl
t Per
mitte
d1.
001.
00Sa
td. F
low (p
erm
)35
0516
27Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
940.
920.
920.
77Ad
j. Flow
(vph
)0
014
710
013
36RT
OR R
educ
tion
(vph
)0
00
00
3La
ne G
roup
Flow
(vph
)0
014
710
013
33He
avy V
ehicl
es (%
)2%
2%3%
2%2%
1%Tu
rn T
ype
custo
mPr
otec
ted
Phas
es1
2Pe
rmitte
d Ph
ases
3 4
Actu
ated
Gre
en, G
(s)
46.0
64.0
Effe
ctive
Gre
en, g
(s)
46.5
64.5
Actu
ated
g/C
Rat
io0.
390.
54Cl
eara
nce
Tim
e (s
)La
ne G
rp C
ap (v
ph)
1358
875
v/s R
atio
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c0.4
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io Pe
rmc0
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atio
1.08
1.52
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rm D
elay,
d136
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ogre
ssion
Fac
tor
0.63
1.00
Incr
emen
tal D
elay,
d238
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1.3
Delay
(s)
62.2
269.
0Le
vel o
f Ser
vice
EF
Appr
oach
Dela
y (s)
0.0
62.2
269.
0Ap
proa
ch L
OSA
EF
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y16
0.6
HCM
Lev
el of
Ser
vice
FHC
M V
olum
e to
Cap
acity
ratio
1.32
Actu
ated
Cyc
le Le
ngth
(s)
120.
0Su
m o
f lost
time
(s)
7.0
Inte
rsec
tion
Capa
city U
tiliza
tion
109.
0%IC
U Le
vel o
f Ser
vice
HAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
Que
ues
2: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 2
Lane
Gro
upEB
LW
BRSB
TNW
TLa
ne G
roup
Flow
(vph
)47
221
031
212
73v/c
Rat
io0.
820.
710.
301.
43Co
ntro
l Dela
y59
.227
.932
.223
2.3
Queu
e De
lay0.
023
.20.
024
0.8
Tota
l Dela
y59
.251
.132
.247
3.0
Queu
e Le
ngth
50t
h (ft
)18
214
396
~702
Queu
e Le
ngth
95t
h (ft
)#2
5821
412
6#8
39In
tern
al Lin
k Dist
(ft)
106
210
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)57
929
710
4889
1St
arva
tion
Cap
Redu
ctn0
00
0Sp
illbac
k Cap
Red
uctn
081
024
3St
orag
e Ca
p Re
ductn
00
00
Redu
ced
v/c R
atio
0.82
0.97
0.30
1.96
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s2:
Rou
te 2
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 2
Mov
emen
tEB
LW
BRSB
TNW
TLa
ne C
onfig
urat
ions
Volum
e (v
ph)
434
174
265
1209
Idea
l Flow
(vph
pl)19
0019
0019
0019
00La
ne W
idth
912
1112
Tota
l Los
t tim
e (s
)4.
54.
54.
54.
5La
ne U
til. F
acto
r0.
971.
000.
950.
95Fr
t1.
000.
861.
001.
00Fl
t Pro
tecte
d0.
951.
001.
001.
00Sa
td. F
low (p
rot)
3090
950
3355
2850
Flt P
erm
itted
0.95
1.00
1.00
1.00
Satd
. Flow
(per
m)
3090
950
3355
2850
Peak
-hou
r fac
tor,
PHF
0.92
0.83
0.85
0.95
Adj. F
low (v
ph)
472
210
312
1273
RTOR
Red
uctio
n (v
ph)
00
00
Lane
Gro
up F
low (v
ph)
472
210
312
1273
Heav
y Veh
icles
(%)
2%12
%4%
2%Tu
rn T
ype
Prot
custo
mPr
otec
ted
Phas
es4
3Pe
rmitte
d Ph
ases
22
Actu
ated
Gre
en, G
(s)
22.0
37.0
37.0
37.0
Effe
ctive
Gre
en, g
(s)
22.5
37.5
37.5
37.5
Actu
ated
g/C
Rat
io0.
190.
310.
310.
31Cl
eara
nce
Tim
e (s
)5.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
579
297
1048
891
v/s R
atio
Prot
c0.1
5c0
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atio
Perm
0.22
c0.4
5v/c
Rat
io0.
820.
710.
301.
43Un
iform
Dela
y, d1
46.8
36.4
31.3
41.2
Prog
ress
ion F
acto
r1.
000.
381.
001.
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crem
enta
l Dela
y, d2
12.0
13.0
0.7
199.
4De
lay (s
)58
.726
.832
.024
0.7
Leve
l of S
ervic
eE
CC
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proa
ch D
elay (
s)32
.024
0.7
Appr
oach
LOS
CF
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y15
4.3
HCM
Lev
el of
Ser
vice
FHC
M V
olum
e to
Cap
acity
ratio
0.85
Actu
ated
Cyc
le Le
ngth
(s)
120.
0Su
m o
f lost
time
(s)
22.5
Inte
rsec
tion
Capa
city U
tiliza
tion
79.5
%IC
U Le
vel o
f Ser
vice
DAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
Que
ues
3: A
lew
ife B
rook
Par
kway
& R
oute
21/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 3
Lane
Gro
upSB
TSE
RLa
ne G
roup
Flow
(vph
)31
211
61v/c
Rat
io0.
290.
60Co
ntro
l Dela
y4.
77.
9Qu
eue
Delay
0.2
0.0
Tota
l Dela
y4.
97.
9Qu
eue
Leng
th 5
0th
(ft)
614
4Qu
eue
Leng
th 9
5th
(ft)
817
6In
tern
al Lin
k Dist
(ft)
189
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)10
8519
48St
arva
tion
Cap
Redu
ctn28
20
Spillb
ack C
ap R
educ
tn0
0St
orag
e Ca
p Re
ductn
00
Redu
ced
v/c R
atio
0.39
0.60
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s3:
Ale
wife
Bro
ok P
arkw
ay &
Rou
te 2
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 3
Mov
emen
tNB
LNB
TSB
TSB
RSE
LSE
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
265
00
987
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
00To
tal L
ost t
ime
(s)
4.5
2.5
Lane
Util.
Fac
tor
0.95
0.88
Frt
1.00
0.85
Flt P
rote
cted
1.00
1.00
Satd
. Flow
(pro
t)34
7127
87Fl
t Per
mitte
d1.
001.
00Sa
td. F
low (p
erm
)34
7127
87Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
850.
920.
920.
85Ad
j. Flow
(vph
)0
031
20
011
61RT
OR R
educ
tion
(vph
)0
00
00
223
Lane
Gro
up F
low (v
ph)
00
312
00
938
Heav
y Veh
icles
(%)
2%2%
4%2%
2%2%
Turn
Typ
ecu
stom
Prot
ecte
d Ph
ases
31
2 4
Perm
itted
Phas
esAc
tuat
ed G
reen
, G (s
)37
.073
.0Ef
fecti
ve G
reen
, g (s
)37
.569
.0Ac
tuat
ed g
/C R
atio
0.31
0.58
Clea
ranc
e Ti
me
(s)
5.0
Lane
Grp
Cap
(vph
)10
8516
03v/s
Rat
io Pr
otc0
.09
c0.3
4v/s
Rat
io Pe
rmv/c
Rat
io0.
290.
59Un
iform
Dela
y, d1
31.2
16.3
Prog
ress
ion F
acto
r0.
131.
00In
crem
enta
l Dela
y, d2
0.6
1.6
Delay
(s)
4.7
17.9
Leve
l of S
ervic
eA
BAp
proa
ch D
elay (
s)0.
04.
717
.9Ap
proa
ch L
OSA
AB
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y15
.1HC
M L
evel
of S
ervic
eB
HCM
Volu
me
to C
apac
ity ra
tio0.
46Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)9.
5In
ters
ectio
n Ca
pacit
y Utili
zatio
n49
.9%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
8: A
lew
ife A
cces
s R
oad
& R
oute
2 R
amp
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Sign
Con
trol
Stop
Stop
Yield
Yield
Volum
e (v
ph)
00
00
00
00
203
7098
922
5Pe
ak H
our F
acto
r0.
920.
920.
920.
920.
920.
920.
960.
960.
960.
830.
830.
83Ho
urly
flow
rate
(vph
)0
00
00
00
021
184
1192
271
Dire
ction
, Lan
e #
NB 1
SB 1
Volum
e To
tal (
vph)
211
1547
Volum
e Le
ft (v
ph)
084
Volum
e Ri
ght (
vph)
211
271
Hadj
(s)
-0.4
3-0
.06
Depa
rture
Hea
dway
(s)
3.2
3.8
Degr
ee U
tiliza
tion,
x0.
191.
65Ca
pacit
y (ve
h/h)
1121
947
Cont
rol D
elay (
s)6.
930
8.8
Appr
oach
Dela
y (s)
6.9
308.
8Ap
proa
ch L
OSA
F
Inte
rsec
tion
Sum
mar
yDe
lay
272.
5HC
M L
evel
of S
ervic
eF
Inte
rsec
tion
Capa
city U
tiliza
tion
98.1
%IC
U Le
vel o
f Ser
vice
FAn
alysis
Per
iod (m
in)15
Que
ues
4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 4
Lane
Gro
upW
BTW
BRNB
TLa
ne G
roup
Flow
(vph
)20
011
422
9v/c
Rat
io0.
280.
160.
12Co
ntro
l Dela
y25
.54.
714
.0Qu
eue
Delay
0.4
0.0
0.0
Tota
l Dela
y25
.84.
714
.0Qu
eue
Leng
th 5
0th
(ft)
103
044
Queu
e Le
ngth
95t
h (ft
)15
433
61In
tern
al Lin
k Dist
(ft)
9313
3Tu
rn B
ay L
engt
h (ft
)20
0Ba
se C
apac
ity (v
ph)
704
700
1839
Star
vatio
n Ca
p Re
ductn
00
0Sp
illbac
k Cap
Red
uctn
188
00
Stor
age
Cap
Redu
ctn0
00
Redu
ced
v/c R
atio
0.39
0.16
0.12
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 4
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
00
174
990
195
00
00
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
1212
1212
1214
1211
1212
1212
Tota
l Los
t tim
e (s
)2.
53.
04.
5La
ne U
til. F
acto
r1.
001.
000.
95Fr
t1.
000.
851.
00Fl
t Pro
tecte
d1.
001.
001.
00Sa
td. F
low (p
rot)
1743
1580
3421
Flt P
erm
itted
1.00
1.00
1.00
Satd
. Flow
(per
m)
1743
1580
3421
Peak
-hou
r fac
tor,
PHF
0.92
0.92
0.92
0.87
0.87
0.87
0.85
0.85
0.85
0.92
0.92
0.92
Adj. F
low (v
ph)
00
00
200
114
022
90
00
0RT
OR R
educ
tion
(vph
)0
00
00
700
00
00
0La
ne G
roup
Flow
(vph
)0
00
020
044
022
90
00
0He
avy V
ehicl
es (%
)2%
2%2%
2%9%
9%2%
2%2%
2%2%
2%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
1 2
1 2
3 4
Perm
itted
Phas
esAc
tuat
ed G
reen
, G (s
)46
.046
.064
.0Ef
fecti
ve G
reen
, g (s
)46
.546
.064
.5Ac
tuat
ed g
/C R
atio
0.39
0.38
0.54
Clea
ranc
e Ti
me
(s)
Lane
Grp
Cap
(vph
)67
560
618
39v/s
Rat
io Pr
otc0
.11
0.03
c0.0
7v/s
Rat
io Pe
rmv/c
Rat
io0.
300.
070.
12Un
iform
Dela
y, d1
25.4
23.5
13.8
Prog
ress
ion F
acto
r1.
001.
001.
00In
crem
enta
l Dela
y, d2
1.1
0.2
0.1
Delay
(s)
26.5
23.7
13.9
Leve
l of S
ervic
eC
CB
Appr
oach
Dela
y (s)
0.0
25.5
13.9
0.0
Appr
oach
LOS
AC
BA
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y20
.6HC
M L
evel
of S
ervic
eC
HCM
Volu
me
to C
apac
ity ra
tio0.
19Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)7.
0In
ters
ectio
n Ca
pacit
y Utili
zatio
n24
.6%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 5
Lane
Gro
upEB
LNB
LNB
TSB
TSB
RLa
ne G
roup
Flow
(vph
)57
325
314
1513
4066
v/c R
atio
0.73
0.81
0.59
0.82
0.05
Cont
rol D
elay
26.9
31.1
6.2
30.7
0.1
Queu
e De
lay0.
68.
020
.01.
80.
0To
tal D
elay
27.6
39.1
26.1
32.5
0.1
Queu
e Le
ngth
50t
h (ft
)21
210
711
542
30
Queu
e Le
ngth
95t
h (ft
)22
0m
114
m14
0#6
620
Inte
rnal
Link D
ist (f
t)39
515
638
3Tu
rn B
ay L
engt
h (ft
)50
Base
Cap
acity
(vph
)10
0631
224
1516
4013
72St
arva
tion
Cap
Redu
ctn0
3510
350
0Sp
illbac
k Cap
Red
uctn
164
00
161
0St
orag
e Ca
p Re
ductn
00
00
0Re
duce
d v/c
Rat
io0.
680.
911.
030.
910.
05
Inte
rsec
tion
Sum
mar
y#
95
th p
erce
ntile
volum
e ex
ceed
s cap
acity
, que
ue m
ay b
e lon
ger.
Q
ueue
show
n is
max
imum
afte
r two
cycle
s.m
V
olum
e fo
r 95t
h pe
rcen
tile q
ueue
is m
eter
ed b
y ups
tream
sign
al.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 5
Mov
emen
tEB
LEB
RNB
LNB
TSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
3142
224
513
7311
9359
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
00La
ne W
idth
1112
1212
118
Tota
l Los
t tim
e (s
)4.
04.
04.
04.
03.
0La
ne U
til. F
acto
r*0
.55
1.00
0.95
0.95
1.00
Frt
0.86
1.00
1.00
1.00
0.85
Flt P
rote
cted
1.00
0.95
1.00
1.00
1.00
Satd
. Flow
(pro
t)22
5217
8736
0032
0013
72Fl
t Per
mitte
d1.
000.
091.
001.
001.
00Sa
td. F
low (p
erm
)22
5217
336
0032
0013
72Pe
ak-h
our f
acto
r, PH
F0.
790.
790.
970.
970.
890.
89Ad
j. Flow
(vph
)39
534
253
1415
1340
66RT
OR R
educ
tion
(vph
)19
10
00
00
Lane
Gro
up F
low (v
ph)
382
025
314
1513
4066
Heav
y Veh
icles
(%)
3%3%
1%1%
2%2%
Turn
Typ
eD.
P+P
Free
Prot
ecte
d Ph
ases
3 4
21
21
Perm
itted
Phas
es1
Free
Actu
ated
Gre
en, G
(s)
30.5
74.5
79.5
60.5
120.
0Ef
fecti
ve G
reen
, g (s
)31
.576
.580
.561
.512
0.0
Actu
ated
g/C
Rat
io0.
260.
640.
670.
511.
00Cl
eara
nce
Tim
e (s
)5.
05.
0Ve
hicle
Exte
nsion
(s)
3.0
3.0
Lane
Grp
Cap
(vph
)59
131
224
1516
4013
72v/s
Rat
io Pr
otc0
.17
c0.1
00.
39c0
.42
v/s R
atio
Perm
0.41
0.05
v/c R
atio
0.65
0.81
0.59
0.82
0.05
Unifo
rm D
elay,
d139
.336
.610
.724
.50.
0Pr
ogre
ssion
Fac
tor
1.00
0.76
0.52
1.00
1.00
Incr
emen
tal D
elay,
d22.
41.
50.
04.
60.
1De
lay (s
)41
.729
.25.
629
.20.
1Le
vel o
f Ser
vice
DC
AC
AAp
proa
ch D
elay (
s)41
.79.
227
.8Ap
proa
ch L
OSD
AC
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y21
.5HC
M L
evel
of S
ervic
eC
HCM
Volu
me
to C
apac
ity ra
tio0.
77Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)12
.0In
ters
ectio
n Ca
pacit
y Utili
zatio
n70
.9%
ICU
Leve
l of S
ervic
eC
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 6
Lane
Gro
upW
BLW
BRNB
TSB
TLa
ne G
roup
Flow
(vph
)22
051
913
4818
78v/c
Rat
io0.
941.
071.
000.
87Co
ntro
l Dela
y98
.278
.646
.017
.5Qu
eue
Delay
0.0
9.6
6.3
20.8
Tota
l Dela
y98
.288
.152
.338
.3Qu
eue
Leng
th 5
0th
(ft)
171
~197
467
744
Queu
e Le
ngth
95t
h (ft
)#3
26#4
15#7
74#8
66In
tern
al Lin
k Dist
(ft)
628
2121
156
Turn
Bay
Len
gth
(ft)
100
Base
Cap
acity
(vph
)23
348
413
4521
47St
arva
tion
Cap
Redu
ctn0
00
335
Spillb
ack C
ap R
educ
tn0
1129
0St
orag
e Ca
p Re
ductn
00
00
Redu
ced
v/c R
atio
0.94
1.10
1.02
1.04
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 6
Mov
emen
tW
BLW
BRNB
TNB
RSB
LSB
TLa
ne C
onfig
urat
ions
Volum
e (v
ph)
205
483
1135
920
1615
Idea
l Flow
(vph
pl)18
0018
0018
0018
0019
0019
00La
ne W
idth
109
1112
1211
Tota
l Los
t tim
e (s
)4.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
950.
95Fr
t1.
000.
850.
991.
00Fl
t Pro
tecte
d0.
951.
001.
001.
00Sa
td. F
low (p
rot)
1747
1377
2000
3200
Flt P
erm
itted
0.95
1.00
1.00
1.00
Satd
. Flow
(per
m)
1747
1377
2000
3200
Peak
-hou
r fac
tor,
PHF
0.93
0.93
0.91
0.91
0.86
0.86
Adj. F
low (v
ph)
220
519
1247
101
018
78RT
OR R
educ
tion
(vph
)0
301
40
00
Lane
Gro
up F
low (v
ph)
220
218
1344
00
1878
Heav
y Veh
icles
(%)
0%0%
2%2%
2%2%
Turn
Typ
ePr
otPr
otec
ted
Phas
es3
31
21
2Pe
rmitte
d Ph
ases
Actu
ated
Gre
en, G
(s)
15.0
15.0
79.5
79.5
Effe
ctive
Gre
en, g
(s)
16.0
16.0
80.5
80.5
Actu
ated
g/C
Rat
io0.
130.
130.
670.
67Cl
eara
nce
Tim
e (s
)5.
05.
0Ve
hicle
Exte
nsion
(s)
3.0
3.0
Lane
Grp
Cap
(vph
)23
318
413
4221
47v/s
Rat
io Pr
ot0.
13c0
.16
c0.6
70.
59v/s
Rat
io Pe
rmv/c
Rat
io0.
941.
191.
000.
87Un
iform
Dela
y, d1
51.6
52.0
19.8
15.7
Prog
ress
ion F
acto
r1.
001.
001.
000.
78In
crem
enta
l Dela
y, d2
43.3
125.
425
.02.
9De
lay (s
)94
.917
7.4
44.7
15.1
Leve
l of S
ervic
eF
FD
BAp
proa
ch D
elay (
s)15
2.9
44.7
15.1
Appr
oach
LOS
FD
B
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y50
.8HC
M L
evel
of S
ervic
eD
HCM
Volu
me
to C
apac
ity ra
tio1.
03Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)23
.5In
ters
ectio
n Ca
pacit
y Utili
zatio
n74
.4%
ICU
Leve
l of S
ervic
eD
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
7: C
ambr
idge
park
Driv
e &
Cam
brid
gepa
rk P
lace
1/16
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 7
Lane
Gro
upEB
TW
BTW
BRNB
TSB
LSB
TLa
ne G
roup
Flow
(vph
)64
218
136
5537
335
6v/c
Rat
io0.
160.
450.
310.
130.
590.
48Co
ntro
l Dela
y25
.930
.56.
914
.127
.016
.0Qu
eue
Delay
0.0
0.0
0.0
0.0
0.0
0.0
Tota
l Dela
y25
.930
.56.
914
.127
.016
.0Qu
eue
Leng
th 5
0th
(ft)
2710
20
817
411
0Qu
eue
Leng
th 9
5th
(ft)
5315
836
3024
717
0In
tern
al Lin
k Dist
(ft)
145
395
322
442
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)40
448
243
443
963
573
8St
arva
tion
Cap
Redu
ctn0
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
Stor
age
Cap
Redu
ctn0
00
00
0Re
duce
d v/c
Rat
io0.
160.
450.
310.
130.
590.
48
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s7:
Cam
brid
gepa
rk D
rive
& C
ambr
idge
park
Pla
ce1/
15/2
013
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 7
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
1438
021
164
116
114
2838
766
159
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
1211
1212
1111
1214
1212
1212
Tota
l Los
t tim
e (s
)1.
01.
01.
01.
07.
01.
0La
ne U
til. F
acto
r1.
001.
001.
001.
000.
950.
95Fr
pb, p
ed/b
ikes
1.00
1.00
0.79
0.96
1.00
0.97
Flpb
, ped
/bike
s0.
970.
991.
001.
001.
001.
00Fr
t1.
001.
000.
850.
911.
000.
92Fl
t Pro
tecte
d0.
990.
991.
001.
000.
950.
99Sa
td. F
low (p
rot)
1571
1781
1209
1685
1681
1559
Flt P
erm
itted
0.91
0.97
1.00
1.00
0.95
0.99
Satd
. Flow
(per
m)
1454
1736
1209
1685
1681
1559
Peak
-hou
r fac
tor,
PHF
0.81
0.81
0.81
0.85
0.85
0.85
0.77
0.77
0.77
0.84
0.84
0.84
Adj. F
low (v
ph)
1747
025
193
136
118
3646
179
189
RTOR
Red
uctio
n (v
ph)
00
00
098
027
00
450
Lane
Gro
up F
low (v
ph)
064
00
218
380
280
373
311
0Co
nfl. P
eds.
(#/h
r)86
2626
8621
3333
21Co
nfl. B
ikes (
#/hr
)10
91
Heav
y Veh
icles
(%)
12%
12%
12%
2%2%
2%5%
5%5%
2%2%
2%Tu
rn T
ype
Perm
Perm
Perm
Split
Split
Prot
ecte
d Ph
ases
44
33
22
Perm
itted
Phas
es4
44
Actu
ated
Gre
en, G
(s)
21.0
21.0
21.0
18.0
36.0
36.0
Effe
ctive
Gre
en, g
(s)
25.0
25.0
25.0
22.0
34.0
40.0
Actu
ated
g/C
Rat
io0.
280.
280.
280.
240.
380.
44Cl
eara
nce
Tim
e (s
)5.
05.
05.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
404
482
336
412
635
693
v/s R
atio
Prot
c0.0
2c0
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0.20
v/s R
atio
Perm
0.04
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30.
03v/c
Rat
io0.
160.
450.
110.
070.
590.
45Un
iform
Dela
y, d1
24.6
26.8
24.2
26.1
22.4
17.3
Prog
ress
ion F
acto
r1.
001.
001.
001.
001.
001.
00In
crem
enta
l Dela
y, d2
0.8
3.0
0.7
0.3
4.0
2.1
Delay
(s)
25.4
29.9
24.9
26.4
26.3
19.4
Leve
l of S
ervic
eC
CC
CC
BAp
proa
ch D
elay (
s)25
.428
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.0Ap
proa
ch L
OSC
CC
C
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
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tio0.
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Leng
th (s
) 90
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m o
f lost
time
(s)
9.0
Inte
rsec
tion
Capa
city U
tiliza
tion
59.2
%IC
U Le
vel o
f Ser
vice
BAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
HC
M �
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naliz
ed In
ters
ectio
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ity A
naly
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le�
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s �
oad
& �
o�te
� �
amp
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 7:
30 a
m 1
2/8/
2012
Exis
ting
(201
3) A
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Sign
Con
trol
Stop
Stop
�ield
�ield
Volum
e (v
ph)
00
00
00
00
203
7098
922
5Pe
ak H
our F
acto
r0.
920.
920.
920.
920.
920.
920.
960.
960.
960.
830.
830.
83Ho
urly
flow
rate
(vph
)0
00
00
00
021
184
1192
271
Dire
ction
, Lan
e #
NB 1
SB 1
Volum
e To
tal (
vph)
211
1547
Volum
e Le
ft (v
ph)
084
Volum
e Ri
ght (
vph)
211
271
Hadj
(s)
-0.4
3-0
.06
Depa
rture
Hea
dway
(s)
3.2
3.8
Degr
ee U
tiliza
tion,
x0.
191.
65Ca
pacit
y (ve
h/h)
1121
947
Cont
rol D
elay (
s)6.
930
8.8
Appr
oach
Dela
y (s)
6.9
308.
8Ap
proa
ch L
OSA
F
Inte
rsec
tion
Sum
mar
yDe
lay
272.
5HC
M L
evel
of S
ervic
eF
Inte
rsec
tion
Capa
city U
tiliza
tion
98.1
%IC
U Le
vel o
f Ser
vice
FAn
alysis
Per
iod (m
in)15
Que
ues
1: R
oute
2 &
Rou
te 1
61/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 1
Lane
Gro
upW
BTSW
RLa
ne G
roup
Flow
(vph
)23
4681
8v/c
Rat
io1.
091.
43Co
ntro
l Dela
y59
.623
5.1
Queu
e De
lay50
.30.
0To
tal D
elay
109.
923
5.1
Queu
e Le
ngth
50t
h (ft
)~3
43~8
62Qu
eue
Leng
th 9
5th
(ft)
m70
#110
8In
tern
al Lin
k Dist
(ft)
89Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
2144
572
Star
vatio
n Ca
p Re
ductn
203
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illbac
k Cap
Red
uctn
00
Stor
age
Cap
Redu
ctn0
0Re
duce
d v/c
Rat
io1.
211.
43
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
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be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
m
Volu
me
for 9
5th
perc
entile
que
ue is
met
ered
by u
pstre
am si
gnal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s1:
Rou
te 2
& R
oute
16
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 1
Mov
emen
tEB
LEB
TW
BTW
BRSW
LSW
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
2182
00
793
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
00To
tal L
ost t
ime
(s)
2.0
4.5
Lane
Util.
Fac
tor
0.95
1.00
Frt
1.00
0.86
Flt P
rote
cted
1.00
1.00
Satd
. Flow
(pro
t)35
7416
44Fl
t Per
mitte
d1.
001.
00Sa
td. F
low (p
erm
)35
7416
44Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
930.
920.
920.
97Ad
j. Flow
(vph
)0
023
460
081
8RT
OR R
educ
tion
(vph
)0
00
00
3La
ne G
roup
Flow
(vph
)0
023
460
081
5He
avy V
ehicl
es (%
)2%
2%1%
2%2%
0%Tu
rn T
ype
custo
mPr
otec
ted
Phas
es1
2Pe
rmitte
d Ph
ases
3 4
Actu
ated
Gre
en, G
(s)
69.0
41.0
Effe
ctive
Gre
en, g
(s)
70.0
41.5
Actu
ated
g/C
Rat
io0.
580.
35Cl
eara
nce
Tim
e (s
)La
ne G
rp C
ap (v
ph)
2085
569
v/s R
atio
Prot
c0.6
6v/s
Rat
io Pe
rmc0
.50
v/c R
atio
1.13
1.43
Unifo
rm D
elay,
d125
.039
.2Pr
ogre
ssion
Fac
tor
0.56
1.00
Incr
emen
tal D
elay,
d257
.020
4.3
Delay
(s)
71.1
243.
6Le
vel o
f Ser
vice
EF
Appr
oach
Dela
y (s)
0.0
71.1
243.
6Ap
proa
ch L
OSA
EF
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y11
5.7
HCM
Lev
el of
Ser
vice
FHC
M V
olum
e to
Cap
acity
ratio
1.22
Actu
ated
Cyc
le Le
ngth
(s)
120.
0Su
m o
f lost
time
(s)
6.5
Inte
rsec
tion
Capa
city U
tiliza
tion
116.
5%IC
U Le
vel o
f Ser
vice
HAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
Que
ues
2: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 2
Lane
Gro
upEB
LW
BRSB
TNW
TLa
ne G
roup
Flow
(vph
)63
054
537
618
11v/c
Rat
io1.
101.
130.
821.
25Co
ntro
l Dela
y11
3.9
90.4
65.6
146.
8Qu
eue
Delay
0.0
127.
00.
014
5.7
Tota
l Dela
y11
3.9
217.
465
.629
2.5
Queu
e Le
ngth
50t
h (ft
)~2
86~4
9115
1~1
167
Queu
e Le
ngth
95t
h (ft
)#3
81#6
73#2
25#1
344
Inte
rnal
Link D
ist (f
t)10
621
0Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
572
483
461
1449
Star
vatio
n Ca
p Re
ductn
00
00
Spillb
ack C
ap R
educ
tn0
990
299
Stor
age
Cap
Redu
ctn0
00
0Re
duce
d v/c
Rat
io1.
101.
420.
821.
57
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s2:
Rou
te 2
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 2
Mov
emen
tEB
LW
BRSB
TNW
TLa
ne C
onfig
urat
ions
Volum
e (v
ph)
548
480
357
1702
Idea
l Flow
(vph
pl)19
0019
0019
0019
00La
ne W
idth
912
1112
Tota
l Los
t tim
e (s
)4.
04.
04.
04.
0La
ne U
til. F
acto
r0.
971.
000.
95*0
.75
Frt
1.00
0.86
1.00
1.00
Flt P
rote
cted
0.95
1.00
1.00
1.00
Satd
. Flow
(pro
t)31
2095
034
5528
50Fl
t Per
mitte
d0.
951.
001.
001.
00Sa
td. F
low (p
erm
)31
2095
034
5528
50Pe
ak-h
our f
acto
r, PH
F0.
870.
880.
950.
94Ad
j. Flow
(vph
)63
054
537
618
11RT
OR R
educ
tion
(vph
)0
00
0La
ne G
roup
Flow
(vph
)63
054
537
618
11He
avy V
ehicl
es (%
)1%
2%1%
1%Tu
rn T
ype
Prot
custo
mPr
otec
ted
Phas
es4
3Pe
rmitte
d Ph
ases
22
Actu
ated
Gre
en, G
(s)
21.0
60.0
15.0
60.0
Effe
ctive
Gre
en, g
(s)
22.0
61.0
16.0
61.0
Actu
ated
g/C
Rat
io0.
180.
510.
130.
51Cl
eara
nce
Tim
e (s
)5.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
572
483
461
1449
v/s R
atio
Prot
c0.2
0c0
.11
v/s R
atio
Perm
0.57
c0.6
4v/c
Rat
io1.
101.
130.
821.
25Un
iform
Dela
y, d1
49.0
29.5
50.6
29.5
Prog
ress
ion F
acto
r1.
000.
371.
001.
00In
crem
enta
l Dela
y, d2
68.4
74.2
14.7
118.
3De
lay (s
)11
7.4
85.2
65.2
147.
8Le
vel o
f Ser
vice
FF
EF
Appr
oach
Dela
y (s)
65.2
147.
8Ap
proa
ch L
OSE
F
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y12
2.7
HCM
Lev
el of
Ser
vice
FHC
M V
olum
e to
Cap
acity
ratio
1.15
Actu
ated
Cyc
le Le
ngth
(s)
120.
0Su
m o
f lost
time
(s)
21.0
Inte
rsec
tion
Capa
city U
tiliza
tion
115.
6%IC
U Le
vel o
f Ser
vice
HAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
Que
ues
3: A
lew
ife B
rook
Par
kway
& R
oute
21/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 3
Lane
Gro
upSB
TSE
RLa
ne G
roup
Flow
(vph
)37
612
46v/c
Rat
io0.
790.
54Co
ntro
l Dela
y34
.04.
6Qu
eue
Delay
0.1
0.0
Tota
l Dela
y34
.14.
6Qu
eue
Leng
th 5
0th
(ft)
4013
8Qu
eue
Leng
th 9
5th
(ft)
m76
135
Inte
rnal
Link D
ist (f
t)18
9Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
477
2317
Star
vatio
n Ca
p Re
ductn
20
Spillb
ack C
ap R
educ
tn0
0St
orag
e Ca
p Re
ductn
00
Redu
ced
v/c R
atio
0.79
0.54
Inte
rsec
tion
Sum
mar
ym
V
olum
e fo
r 95t
h pe
rcen
tile q
ueue
is m
eter
ed b
y ups
tream
sign
al.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s3:
Ale
wife
Bro
ok P
arkw
ay &
Rou
te 2
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 3
Mov
emen
tNB
LNB
TSB
TSB
RSE
LSE
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
357
00
984
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
00To
tal L
ost t
ime
(s)
4.0
2.5
Lane
Util.
Fac
tor
0.95
0.88
Frt
1.00
0.85
Flt P
rote
cted
1.00
1.00
Satd
. Flow
(pro
t)35
7428
42Fl
t Per
mitte
d1.
001.
00Sa
td. F
low (p
erm
)35
7428
42Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
950.
960.
920.
79Ad
j. Flow
(vph
)0
037
60
012
46RT
OR R
educ
tion
(vph
)0
00
00
10La
ne G
roup
Flow
(vph
)0
037
60
012
36He
avy V
ehicl
es (%
)2%
2%1%
0%2%
0%Tu
rn T
ype
custo
mPr
otec
ted
Phas
es3
1 2
4Pe
rmitte
d Ph
ases
Actu
ated
Gre
en, G
(s)
15.0
95.0
Effe
ctive
Gre
en, g
(s)
16.0
91.0
Actu
ated
g/C
Rat
io0.
130.
76Cl
eara
nce
Tim
e (s
)5.
0La
ne G
rp C
ap (v
ph)
477
2155
v/s R
atio
Prot
c0.1
1c0
.43
v/s R
atio
Perm
v/c R
atio
0.79
0.57
Unifo
rm D
elay,
d150
.46.
2Pr
ogre
ssion
Fac
tor
0.52
1.00
Incr
emen
tal D
elay,
d27.
21.
1De
lay (s
)33
.37.
3Le
vel o
f Ser
vice
CA
Appr
oach
Dela
y (s)
0.0
33.3
7.3
Appr
oach
LOS
AC
A
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y13
.3HC
M L
evel
of S
ervic
eB
HCM
Volu
me
to C
apac
ity ra
tio0.
58Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)9.
0In
ters
ectio
n Ca
pacit
y Utili
zatio
n51
.0%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 4
Lane
Gro
upW
BTW
BRNB
TLa
ne G
roup
Flow
(vph
)53
942
031
9v/c
Rat
io0.
750.
500.
33Co
ntro
l Dela
y26
.25.
130
.2Qu
eue
Delay
4.5
0.0
0.0
Tota
l Dela
y30
.85.
130
.2Qu
eue
Leng
th 5
0th
(ft)
498
3895
Queu
e Le
ngth
95t
h (ft
)76
211
713
5In
tern
al Lin
k Dist
(ft)
9313
3Tu
rn B
ay L
engt
h (ft
)20
0Ba
se C
apac
ity (v
ph)
715
845
968
Star
vatio
n Ca
p Re
ductn
00
0Sp
illbac
k Cap
Red
uctn
114
00
Stor
age
Cap
Redu
ctn0
00
Redu
ced
v/c R
atio
0.90
0.50
0.33
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 4
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
00
00
480
374
030
60
00
0Id
eal F
low (v
phpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane
Widt
h 12
1212
1212
1412
1112
1212
12To
tal L
ost t
ime
(s)
2.5
3.0
4.5
Lane
Util.
Fac
tor
*0.5
8*0
.75
0.95
Frt
1.00
0.85
1.00
Flt P
rote
cted
1.00
1.00
1.00
Satd
. Flow
(pro
t)12
0012
0028
00Fl
t Per
mitte
d1.
001.
001.
00Sa
td. F
low (p
erm
)12
0012
0028
00Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
920.
920.
890.
890.
770.
960.
770.
920.
920.
92Ad
j. Flow
(vph
)0
00
053
942
00
319
00
00
RTOR
Red
uctio
n (v
ph)
00
00
014
00
00
00
0La
ne G
roup
Flow
(vph
)0
00
053
928
00
319
00
00
Heav
y Veh
icles
(%)
2%2%
2%2%
1%1%
0%1%
0%2%
2%2%
Turn
Typ
ePr
otPr
otec
ted
Phas
es1
21
23
4Pe
rmitte
d Ph
ases
Actu
ated
Gre
en, G
(s)
69.0
69.0
41.0
Effe
ctive
Gre
en, g
(s)
69.5
69.0
41.5
Actu
ated
g/C
Rat
io0.
580.
580.
35Cl
eara
nce
Tim
e (s
)La
ne G
rp C
ap (v
ph)
695
690
968
v/s R
atio
Prot
c0.4
50.
23c0
.11
v/s R
atio
Perm
v/c R
atio
0.78
0.41
0.33
Unifo
rm D
elay,
d119
.314
.129
.0Pr
ogre
ssion
Fac
tor
1.00
1.00
1.00
Incr
emen
tal D
elay,
d28.
31.
80.
9De
lay (s
)27
.615
.929
.9Le
vel o
f Ser
vice
CB
CAp
proa
ch D
elay (
s)0.
022
.529
.90.
0Ap
proa
ch L
OSA
CC
A
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y24
.3HC
M L
evel
of S
ervic
eC
HCM
Volu
me
to C
apac
ity ra
tio0.
60Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)7.
0In
ters
ectio
n Ca
pacit
y Utili
zatio
n40
.8%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 5
Lane
Gro
upEB
LNB
LNB
TSB
TSB
RLa
ne G
roup
Flow
(vph
)11
0013
617
8815
4948
v/c R
atio
1.28
0.89
1.09
1.08
0.03
Cont
rol D
elay
163.
634
.856
.482
.10.
1Qu
eue
Delay
179.
21.
725
8.4
19.7
0.0
Tota
l Dela
y34
2.8
36.5
314.
810
1.8
0.1
Queu
e Le
ngth
50t
h (ft
)~5
3546
~800
~703
0Qu
eue
Leng
th 9
5th
(ft)
#669
m19
m11
4#7
450
Inte
rnal
Link D
ist (f
t)39
515
638
3Tu
rn B
ay L
engt
h (ft
)50
Base
Cap
acity
(vph
)85
815
316
4314
4013
86St
arva
tion
Cap
Redu
ctn0
257
10
0Sp
illbac
k Cap
Red
uctn
204
00
600
Stor
age
Cap
Redu
ctn0
00
00
Redu
ced
v/c R
atio
1.68
0.90
1.67
1.12
0.03
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
m
Volu
me
for 9
5th
perc
entile
que
ue is
met
ered
by u
pstre
am si
gnal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 5
Mov
emen
tEB
LEB
RNB
LNB
TSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
399
591
122
1609
1301
40Id
eal F
low (v
phpl)
1900
1900
1900
1900
1900
1900
Lane
Widt
h 11
1212
1211
8To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
3.0
Lane
Util.
Fac
tor
0.97
1.00
0.95
0.95
1.00
Frt
0.91
1.00
1.00
1.00
0.85
Flt P
rote
cted
0.98
0.95
1.00
1.00
1.00
Satd
. Flow
(pro
t)17
7418
0534
0036
0013
86Fl
t Per
mitte
d0.
980.
081.
001.
001.
00Sa
td. F
low (p
erm
)17
7415
834
0036
0013
86Pe
ak-h
our f
acto
r, PH
F0.
900.
900.
900.
900.
840.
84Ad
j. Flow
(vph
)44
365
713
617
8815
4948
RTOR
Red
uctio
n (v
ph)
600
00
00
Lane
Gro
up F
low (v
ph)
1040
013
617
8815
4948
Heav
y Veh
icles
(%)
2%2%
0%0%
1%1%
Turn
Typ
eD.
P+P
Free
Prot
ecte
d Ph
ases
3 4
21
21
Perm
itted
Phas
es1
Free
Actu
ated
Gre
en, G
(s)
53.0
52.0
57.0
47.0
120.
0Ef
fecti
ve G
reen
, g (s
)54
.054
.058
.048
.012
0.0
Actu
ated
g/C
Rat
io0.
450.
450.
480.
401.
00Cl
eara
nce
Tim
e (s
)5.
05.
0Ve
hicle
Exte
nsion
(s)
3.0
3.0
Lane
Grp
Cap
(vph
)79
815
316
4314
4013
86v/s
Rat
io Pr
otc0
.59
0.04
c0.5
30.
43v/s
Rat
io Pe
rm0.
350.
03v/c
Rat
io1.
300.
891.
091.
080.
03Un
iform
Dela
y, d1
33.0
53.4
31.0
36.0
0.0
Prog
ress
ion F
acto
r1.
000.
560.
401.
001.
00In
crem
enta
l Dela
y, d2
145.
66.
140
.947
.00.
0De
lay (s
)17
8.6
36.2
53.3
83.0
0.0
Leve
l of S
ervic
eF
DD
FA
Appr
oach
Dela
y (s)
178.
652
.180
.5Ap
proa
ch L
OSF
DF
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y92
.0HC
M L
evel
of S
ervic
eF
HCM
Volu
me
to C
apac
ity ra
tio1.
19Ac
tuat
ed C
ycle
Leng
th (s
) 12
0.0
Sum
of lo
st tim
e (s
)8.
0In
ters
ectio
n Ca
pacit
y Utili
zatio
n82
.8%
ICU
Leve
l of S
ervic
eE
Analy
sis P
eriod
(min)
15c
Crit
ical L
ane
Grou
p
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay1/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 6
Lane
Gro
upW
BLW
BRNB
TSB
TLa
ne G
roup
Flow
(vph
)19
439
418
0820
57v/c
Rat
io0.
530.
681.
851.
23Co
ntro
l Dela
y48
.513
.240
9.6
124.
2Qu
eue
Delay
0.0
2.2
57.3
54.8
Tota
l Dela
y48
.515
.446
6.9
178.
9Qu
eue
Leng
th 5
0th
(ft)
135
25~1
188
~107
1Qu
eue
Leng
th 9
5th
(ft)
207
120
#133
8m
#864
Inte
rnal
Link D
ist (f
t)62
821
2115
6Tu
rn B
ay L
engt
h (ft
)10
0Ba
se C
apac
ity (v
ph)
364
580
978
1670
Star
vatio
n Ca
p Re
ductn
00
015
1Sp
illbac
k Cap
Red
uctn
086
630
Stor
age
Cap
Redu
ctn0
00
0Re
duce
d v/c
Rat
io0.
530.
801.
981.
35
Inte
rsec
tion
Sum
mar
y~
Vo
lume
exce
eds c
apac
ity, q
ueue
is th
eore
ticall
y inf
inite
.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
#
95th
per
cent
ile vo
lume
exce
eds c
apac
ity, q
ueue
may
be
longe
r.
Que
ue sh
own
is m
axim
um a
fter t
wo cy
cles.
m
Volu
me
for 9
5th
perc
entile
que
ue is
met
ered
by u
pstre
am si
gnal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 6
Mov
emen
tW
BLW
BRNB
TNB
RSB
LSB
TLa
ne C
onfig
urat
ions
Volum
e (v
ph)
171
347
1384
243
018
92Id
eal F
low (v
phpl)
1900
1900
1900
1900
1900
1900
Lane
Widt
h 10
911
1212
11To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
Lane
Util.
Fac
tor
1.00
1.00
*0.9
00.
95Fr
pb, p
ed/b
ikes
1.00
1.00
1.00
1.00
Flpb
, ped
/bike
s1.
001.
001.
001.
00Fr
t1.
000.
850.
981.
00Fl
t Pro
tecte
d0.
951.
001.
001.
00Sa
td. F
low (p
rot)
1747
1439
2000
3455
Flt P
erm
itted
0.95
1.00
1.00
1.00
Satd
. Flow
(per
m)
1747
1439
2000
3455
Peak
-hou
r fac
tor,
PHF
0.88
0.88
0.90
0.90
0.92
0.92
Adj. F
low (v
ph)
194
394
1538
270
020
57RT
OR R
educ
tion
(vph
)0
280
110
00
Lane
Gro
up F
low (v
ph)
194
114
1797
00
2057
Conf
l. Bike
s (#/
hr)
4He
avy V
ehicl
es (%
)1%
1%0%
0%1%
1%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
33
1 2
1 2
Perm
itted
Phas
esAc
tuat
ed G
reen
, G (s
)24
.024
.057
.057
.0Ef
fecti
ve G
reen
, g (s
)25
.025
.058
.058
.0Ac
tuat
ed g
/C R
atio
0.21
0.21
0.48
0.48
Clea
ranc
e Ti
me
(s)
5.0
5.0
Vehic
le Ex
tens
ion (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
364
300
967
1670
v/s R
atio
Prot
c0.1
10.
08c0
.90
0.60
v/s R
atio
Perm
v/c R
atio
0.53
0.38
1.86
1.23
Unifo
rm D
elay,
d142
.340
.831
.031
.0Pr
ogre
ssion
Fac
tor
1.00
1.00
1.00
0.50
Incr
emen
tal D
elay,
d21.
50.
839
0.3
104.
8De
lay (s
)43
.841
.642
1.3
120.
3Le
vel o
f Ser
vice
DD
FF
Appr
oach
Dela
y (s)
42.3
421.
312
0.3
Appr
oach
LOS
DF
F
Inte
rsec
tion
Sum
mar
yHC
M A
vera
ge C
ontro
l Dela
y23
2.2
HCM
Lev
el of
Ser
vice
FHC
M V
olum
e to
Cap
acity
ratio
1.46
Actu
ated
Cyc
le Le
ngth
(s)
120.
0Su
m o
f lost
time
(s)
37.0
Inte
rsec
tion
Capa
city U
tiliza
tion
74.2
%IC
U Le
vel o
f Ser
vice
DAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gr
oup
Que
ues
7: C
ambr
idge
park
Driv
e &
Ale
wife
Acc
ess
Roa
d1/
16/2
013
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 7
Lane
Gro
upEB
TW
BTW
BRNB
TSB
LSB
TLa
ne G
roup
Flow
(vph
)37
411
482
121
396
399
v/c R
atio
0.53
0.21
0.16
0.24
0.91
0.73
Cont
rol D
elay
24.0
19.0
5.0
10.0
60.4
36.0
Queu
e De
lay0.
00.
00.
00.
00.
00.
0To
tal D
elay
24.0
19.0
5.0
10.0
60.4
36.0
Queu
e Le
ngth
50t
h (ft
)15
842
011
230
207
Queu
e Le
ngth
95t
h (ft
)23
773
2332
#403
315
Inte
rnal
Link D
ist (f
t)14
539
532
252
3Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
700
543
504
497
434
545
Star
vatio
n Ca
p Re
ductn
00
00
00
Spillb
ack C
ap R
educ
tn0
00
00
0St
orag
e Ca
p Re
ductn
00
00
00
Redu
ced
v/c R
atio
0.53
0.21
0.16
0.24
0.91
0.73
Inte
rsec
tion
Sum
mar
y#
95
th p
erce
ntile
volum
e ex
ceed
s cap
acity
, que
ue m
ay b
e lon
ger.
Q
ueue
show
n is
max
imum
afte
r two
cycle
s.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s7:
Cam
brid
gepa
rk D
rive
& A
lew
ife A
cces
s R
oad
1/15
/201
3
130
Cam
bridg
epar
k Driv
e 5:
00 p
m 1
2/8/
2012
Exis
ting
(201
3) P
M P
eak H
our
Sync
hro
7 -
Repo
rtPa
ge 7
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volum
e (v
ph)
2829
011
4947
6913
470
641
3235
Idea
l Flow
(vph
pl)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
1211
1212
1111
1214
1212
1212
Tota
l Los
t tim
e (s
)1.
01.
01.
01.
07.
01.
0La
ne U
til. F
acto
r1.
001.
001.
001.
000.
950.
95Fr
pb, p
ed/b
ikes
1.00
1.00
0.73
0.98
1.00
0.99
Flpb
, ped
/bike
s0.
981.
001.
001.
001.
001.
00Fr
t1.
001.
000.
850.
891.
000.
99Fl
t Pro
tecte
d1.
000.
981.
000.
990.
950.
96Sa
td. F
low (p
rot)
1787
1783
1138
1732
1698
1680
Flt P
erm
itted
0.97
0.74
1.00
0.99
0.95
0.96
Satd
. Flow
(per
m)
1745
1356
1138
1732
1698
1680
Peak
-hou
r fac
tor,
PHF
0.88
0.88
0.88
0.84
0.84
0.84
0.72
0.72
0.72
0.89
0.89
0.89
Adj. F
low (v
ph)
3233
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130
Cam
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Leve
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Analy
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15
Build Conditions
This Page Left Blank Intentionally
Que
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1: R
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6 2/
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013
130
Cam
brid
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7:30
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16
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
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- R
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Mov
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Gro
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2: R
oute
2 &
Ale
wife
Bro
ok P
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ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
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nchr
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lew
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Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
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- R
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Mov
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Inte
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CM
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Con
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154.
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ane
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Que
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3: A
lew
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rook
Par
kway
& R
oute
22/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
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- R
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wife
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ay &
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te 2
2/12
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3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
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nchr
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131
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0.13
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Anal
ysis
Per
iod
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c
Crit
ical
Lan
e G
roup
Que
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4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 7
Lane
Gro
upW
BTW
BRN
BTLa
ne G
roup
Flo
w (v
ph)
202
123
239
v/c
Rat
io0.
290.
170.
13C
ontro
l Del
ay25
.54.
614
.0Q
ueue
Del
ay0.
40.
00.
0To
tal D
elay
25.9
4.6
14.0
Que
ue L
engt
h 50
th (f
t)10
40
46Q
ueue
Len
gth
95th
(ft)
156
3464
Inte
rnal
Lin
k D
ist (
ft)93
133
Turn
Bay
Len
gth
(ft)
200
Base
Cap
acity
(vph
)70
470
618
39St
arva
tion
Cap
Red
uctn
00
0Sp
illbac
k C
ap R
educ
tn18
70
0St
orag
e C
ap R
educ
tn0
00
Red
uced
v/c
Rat
io0.
390.
170.
13
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
00
017
610
70
203
00
00
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
12
1212
1212
1412
1112
1212
12To
tal L
ost t
ime
(s)
2.5
3.0
4.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
Frt
1.00
0.85
1.00
Flt P
rote
cted
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1743
1580
3421
Flt P
erm
itted
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)17
4315
8034
21Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
920.
870.
870.
870.
850.
850.
850.
920.
920.
92Ad
j. Fl
ow (v
ph)
00
00
202
123
023
90
00
0R
TOR
Red
uctio
n (v
ph)
00
00
076
00
00
00
Lane
Gro
up F
low
(vph
)0
00
020
247
023
90
00
0H
eavy
Veh
icle
s (%
)2%
2%2%
2%9%
9%2%
2%2%
2%2%
2%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
1 2
1 2
3 4
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
46.0
46.0
64.0
Effe
ctiv
e G
reen
, g (s
)46
.546
.064
.5Ac
tuat
ed g
/C R
atio
0.39
0.38
0.54
Cle
aran
ce T
ime
(s)
Lane
Grp
Cap
(vph
)67
560
618
39v/
s R
atio
Pro
tc0
.12
0.03
c0.0
7v/
s R
atio
Per
mv/
c R
atio
0.30
0.08
0.13
Uni
form
Del
ay, d
125
.523
.513
.8Pr
ogre
ssio
n Fa
ctor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.1
0.3
0.1
Del
ay (s
)26
.623
.813
.9Le
vel o
f Ser
vice
CC
BAp
proa
ch D
elay
(s)
0.0
25.5
13.9
0.0
Appr
oach
LO
SA
CB
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
20.6
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.20
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
7.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
24.7
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 9
Lane
Gro
upEB
LN
BLN
BTSB
TSB
RLa
ne G
roup
Flo
w (v
ph)
618
261
1415
1340
67v/
c R
atio
0.76
0.86
0.60
0.84
0.05
Con
trol D
elay
28.2
34.8
7.0
33.5
0.1
Que
ue D
elay
1.6
14.6
22.7
3.1
0.0
Tota
l Del
ay29
.849
.429
.736
.70.
1Q
ueue
Len
gth
50th
(ft)
240
127
132
455
0Q
ueue
Len
gth
95th
(ft)
244
m12
6m
142
#693
0In
tern
al L
ink
Dis
t (ft)
395
156
383
Turn
Bay
Len
gth
(ft)
50Ba
se C
apac
ity (v
ph)
1006
302
2356
1588
1372
Star
vatio
n C
ap R
educ
tn0
3498
70
0Sp
illbac
k C
ap R
educ
tn21
90
016
10
Stor
age
Cap
Red
uctn
00
00
0R
educ
ed v
/c R
atio
0.79
0.97
1.03
0.94
0.05
Inte
rsec
tion
Sum
mar
y#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
0
Mov
emen
tEB
LEB
RN
BLN
BTSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)40
448
253
1373
1193
60Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Lane
Wid
th
1112
1212
118
Tota
l Los
t tim
e (s
)4.
04.
04.
04.
03.
0La
ne U
til. F
acto
r*0
.55
1.00
0.95
0.95
1.00
Frt
0.86
1.00
1.00
1.00
0.85
Flt P
rote
cted
1.00
0.95
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
2252
1787
3600
3200
1372
Flt P
erm
itted
1.00
0.08
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)22
5215
836
0032
0013
72Pe
ak-h
our f
acto
r, PH
F0.
790.
790.
970.
970.
890.
89Ad
j. Fl
ow (v
ph)
5156
726
114
1513
4067
RTO
R R
educ
tion
(vph
)18
70
00
00
Lane
Gro
up F
low
(vph
)43
10
261
1415
1340
67H
eavy
Veh
icle
s (%
)3%
3%1%
1%2%
2%Tu
rn T
ype
D.P
+PFr
eePr
otec
ted
Phas
es3
42
1 2
1Pe
rmitt
ed P
hase
s1
Free
Actu
ated
Gre
en, G
(s)
32.5
72.5
77.5
58.5
120.
0Ef
fect
ive
Gre
en, g
(s)
33.5
74.5
78.5
59.5
120.
0Ac
tuat
ed g
/C R
atio
0.28
0.62
0.65
0.50
1.00
Cle
aran
ce T
ime
(s)
5.0
5.0
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
629
302
2355
1587
1372
v/s
Rat
io P
rot
c0.1
9c0
.11
0.39
0.42
v/s
Rat
io P
erm
c0.4
30.
05v/
c R
atio
0.69
0.86
0.60
0.84
0.05
Uni
form
Del
ay, d
138
.638
.711
.826
.20.
0Pr
ogre
ssio
n Fa
ctor
1.00
0.76
0.53
1.00
1.00
Incr
emen
tal D
elay
, d2
3.1
2.5
0.0
5.7
0.1
Del
ay (s
)41
.732
.16.
331
.90.
1Le
vel o
f Ser
vice
DC
AC
AAp
proa
ch D
elay
(s)
41.7
10.3
30.4
Appr
oach
LO
SD
BC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
23.2
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.81
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
12.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
72.4
%IC
U L
evel
of S
ervi
ceC
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
1
Lane
Gro
upW
BLW
BRN
BTSB
TLa
ne G
roup
Flo
w (v
ph)
220
527
1350
1908
v/c
Rat
io0.
941.
091.
030.
91C
ontro
l Del
ay98
.284
.354
.620
.7Q
ueue
Del
ay0.
015
.913
.839
.7To
tal D
elay
98.2
100.
268
.360
.5Q
ueue
Len
gth
50th
(ft)
171
~210
~584
815
Que
ue L
engt
h 95
th (f
t)#3
26#4
29#7
96#9
25In
tern
al L
ink
Dis
t (ft)
628
2121
156
Turn
Bay
Len
gth
(ft)
100
Base
Cap
acity
(vph
)23
348
413
1320
94St
arva
tion
Cap
Red
uctn
00
033
7Sp
illbac
k C
ap R
educ
tn0
1746
0St
orag
e C
ap R
educ
tn0
00
0R
educ
ed v
/c R
atio
0.94
1.13
1.07
1.09
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
2
Mov
emen
tW
BLW
BRN
BTN
BRSB
LSB
TLa
ne C
onfig
urat
ions
Volu
me
(vph
)20
549
011
3792
016
41Id
eal F
low
(vph
pl)
1800
1800
1800
1800
1900
1900
Lane
Wid
th
109
1112
1211
Tota
l Los
t tim
e (s
)4.
04.
04.
04.
0La
ne U
til. F
acto
r1.
001.
000.
950.
95Fr
t1.
000.
850.
991.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)17
4713
7720
0032
00Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
1747
1377
2000
3200
Peak
-hou
r fac
tor,
PHF
0.93
0.93
0.91
0.91
0.86
0.86
Adj.
Flow
(vph
)22
052
712
4910
10
1908
RTO
R R
educ
tion
(vph
)0
301
40
00
Lane
Gro
up F
low
(vph
)22
022
613
460
019
08H
eavy
Veh
icle
s (%
)0%
0%2%
2%2%
2%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
33
1 2
1 2
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
15.0
15.0
77.5
77.5
Effe
ctiv
e G
reen
, g (s
)16
.016
.078
.578
.5Ac
tuat
ed g
/C R
atio
0.13
0.13
0.65
0.65
Cle
aran
ce T
ime
(s)
5.0
5.0
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
233
184
1308
2093
v/s
Rat
io P
rot
0.13
c0.1
6c0
.67
0.60
v/s
Rat
io P
erm
v/c
Rat
io0.
941.
231.
030.
91U
nifo
rm D
elay
, d1
51.6
52.0
20.8
17.8
Prog
ress
ion
Fact
or1.
001.
001.
000.
79In
crem
enta
l Del
ay, d
243
.314
1.6
32.7
4.2
Del
ay (s
)94
.919
3.6
53.4
18.2
Leve
l of S
ervi
ceF
FD
BAp
proa
ch D
elay
(s)
164.
553
.418
.2Ap
proa
ch L
OS
FD
B
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
57.3
HC
M L
evel
of S
ervi
ceE
HC
M V
olum
e to
Cap
acity
ratio
1.06
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
25.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
75.0
%IC
U L
evel
of S
ervi
ceD
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
7: C
ambr
idge
park
Driv
e &
Cam
brid
gepa
rk P
lace
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
3
Lane
Gro
upEB
TW
BTW
BRN
BTSB
LSB
TLa
ne G
roup
Flo
w (v
ph)
119
229
136
5537
835
4v/
c R
atio
0.30
0.48
0.31
0.13
0.60
0.48
Con
trol D
elay
28.1
31.0
6.9
14.1
27.2
15.7
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
Tota
l Del
ay28
.131
.06.
914
.127
.215
.7Q
ueue
Len
gth
50th
(ft)
5310
80
817
710
7Q
ueue
Len
gth
95th
(ft)
8816
636
3025
016
7In
tern
al L
ink
Dis
t (ft)
145
395
322
442
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)40
348
143
443
963
573
9St
arva
tion
Cap
Red
uctn
00
00
00
Spillb
ack
Cap
Red
uctn
00
00
00
Stor
age
Cap
Red
uctn
00
00
00
Red
uced
v/c
Rat
io0.
300.
480.
310.
130.
600.
48
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s7:
Cam
brid
gepa
rk D
rive
& C
ambr
idge
park
Pla
ce2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
4
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)23
740
2117
311
61
1428
387
6616
1Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Lane
Wid
th
1211
1212
1111
1214
1212
1212
Tota
l Los
t tim
e (s
)1.
01.
01.
01.
07.
01.
0La
ne U
til. F
acto
r1.
001.
001.
001.
000.
950.
95Fr
pb, p
ed/b
ikes
1.00
1.00
0.79
0.96
1.00
0.97
Flpb
, ped
/bik
es0.
971.
001.
001.
001.
001.
00Fr
t1.
001.
000.
850.
911.
000.
92Fl
t Pro
tect
ed0.
990.
991.
001.
000.
950.
99Sa
td. F
low
(pro
t)15
8017
8312
0916
8516
8115
56Fl
t Per
mitt
ed0.
910.
971.
001.
000.
950.
99Sa
td. F
low
(per
m)
1451
1731
1209
1685
1681
1556
Peak
-hou
r fac
tor,
PHF
0.81
0.81
0.81
0.85
0.85
0.85
0.77
0.77
0.77
0.84
0.84
0.84
Adj.
Flow
(vph
)28
910
2520
413
61
1836
461
7919
2R
TOR
Red
uctio
n (v
ph)
00
00
098
027
00
470
Lane
Gro
up F
low
(vph
)0
119
00
229
380
280
378
307
0C
onfl.
Ped
s. (#
/hr)
8626
2686
2133
3321
Con
fl. B
ikes
(#/h
r)10
91
Hea
vy V
ehic
les
(%)
12%
12%
12%
2%2%
2%5%
5%5%
2%2%
2%Tu
rn T
ype
Perm
Perm
Perm
Split
Split
Prot
ecte
d Ph
ases
44
33
22
Perm
itted
Pha
ses
44
4Ac
tuat
ed G
reen
, G (s
)21
.021
.021
.018
.036
.036
.0Ef
fect
ive
Gre
en, g
(s)
25.0
25.0
25.0
22.0
34.0
40.0
Actu
ated
g/C
Rat
io0.
280.
280.
280.
240.
380.
44C
lear
ance
Tim
e (s
)5.
05.
05.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
403
481
336
412
635
692
v/s
Rat
io P
rot
c0.0
2c0
.22
0.20
v/s
Rat
io P
erm
0.08
c0.1
30.
03v/
c R
atio
0.30
0.48
0.11
0.07
0.60
0.44
Uni
form
Del
ay, d
125
.627
.024
.226
.122
.517
.3Pr
ogre
ssio
n Fa
ctor
1.00
1.00
1.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
1.9
3.4
0.7
0.3
4.1
2.1
Del
ay (s
)27
.430
.424
.926
.426
.619
.4Le
vel o
f Ser
vice
CC
CC
CB
Appr
oach
Del
ay (s
)27
.428
.426
.423
.1Ap
proa
ch L
OS
CC
CC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
25.1
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.41
Actu
ated
Cyc
le L
engt
h (s
) 90
.0Su
m o
f los
t tim
e (s
)9.
0In
ters
ectio
n C
apac
ity U
tiliz
atio
n59
.2%
ICU
Lev
el o
f Ser
vice
BAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
8: A
lew
ife A
cces
s R
oad
& R
oute
2 R
amp
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 B
uild
(201
3) A
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
5
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Sign
Con
trol
Stop
Stop
Yiel
dYi
eld
Volu
me
(vph
)0
00
00
00
021
270
991
225
Peak
Hou
r Fac
tor
0.92
0.92
0.92
0.92
0.92
0.92
0.96
0.96
0.96
0.83
0.83
0.83
Hou
rly fl
ow ra
te (v
ph)
00
00
00
00
221
8411
9427
1
Dire
ctio
n, L
ane
#N
B 1
SB 1
Volu
me
Tota
l (vp
h)22
115
49Vo
lum
e Le
ft (v
ph)
084
Volu
me
Rig
ht (v
ph)
221
271
Had
j (s)
-0.4
3-0
.06
Dep
artu
re H
eadw
ay (s
)3.
23.
8D
egre
e U
tiliz
atio
n, x
0.20
1.65
Cap
acity
(veh
/h)
1121
947
Con
trol D
elay
(s)
7.0
310.
0Ap
proa
ch D
elay
(s)
7.0
310.
0Ap
proa
ch L
OS
AF
Inte
rsec
tion
Sum
mar
yD
elay
27
2.2
HC
M L
evel
of S
ervi
ceF
Inte
rsec
tion
Cap
acity
Util
izat
ion
98.8
%IC
U L
evel
of S
ervi
ce
FAn
alys
is P
erio
d (m
in)
15
Que
ues
1: R
oute
2 &
Rou
te 1
62/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
Lane
Gro
upW
BTSW
RLa
ne G
roup
Flo
w (v
ph)
2348
818
v/c
Rat
io1.
101.
43C
ontro
l Del
ay60
.023
5.1
Que
ue D
elay
50.4
0.0
Tota
l Del
ay11
0.4
235.
1Q
ueue
Len
gth
50th
(ft)
~344
~862
Que
ue L
engt
h 95
th (f
t)m
70#1
108
Inte
rnal
Lin
k D
ist (
ft)89
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)21
4457
2St
arva
tion
Cap
Red
uctn
203
0Sp
illbac
k C
ap R
educ
tn0
0St
orag
e C
ap R
educ
tn0
0R
educ
ed v
/c R
atio
1.21
1.43
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s1:
Rou
te 2
& R
oute
16
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 2
Mov
emen
tEB
LEB
TW
BTW
BRSW
LSW
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
021
840
079
3Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Tota
l Los
t tim
e (s
)2.
04.
5La
ne U
til. F
acto
r0.
951.
00Fr
t1.
000.
86Fl
t Pro
tect
ed1.
001.
00Sa
td. F
low
(pro
t)35
7416
44Fl
t Per
mitt
ed1.
001.
00Sa
td. F
low
(per
m)
3574
1644
Peak
-hou
r fac
tor,
PHF
0.92
0.92
0.93
0.92
0.92
0.97
Adj.
Flow
(vph
)0
023
480
081
8R
TOR
Red
uctio
n (v
ph)
00
00
03
Lane
Gro
up F
low
(vph
)0
023
480
081
5H
eavy
Veh
icle
s (%
)2%
2%1%
2%2%
0%Tu
rn T
ype
cust
omPr
otec
ted
Phas
es1
2Pe
rmitt
ed P
hase
s3
4Ac
tuat
ed G
reen
, G (s
)69
.041
.0Ef
fect
ive
Gre
en, g
(s)
70.0
41.5
Actu
ated
g/C
Rat
io0.
580.
35C
lear
ance
Tim
e (s
)La
ne G
rp C
ap (v
ph)
2085
569
v/s
Rat
io P
rot
c0.6
6v/
s R
atio
Per
mc0
.50
v/c
Rat
io1.
131.
43U
nifo
rm D
elay
, d1
25.0
39.2
Prog
ress
ion
Fact
or0.
561.
00In
crem
enta
l Del
ay, d
257
.420
4.3
Del
ay (s
)71
.624
3.6
Leve
l of S
ervi
ceE
FAp
proa
ch D
elay
(s)
0.0
71.6
243.
6Ap
proa
ch L
OS
AE
F
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
116.
0H
CM
Lev
el o
f Ser
vice
FH
CM
Vol
ume
to C
apac
ity ra
tio1.
22Ac
tuat
ed C
ycle
Len
gth
(s)
120.
0Su
m o
f los
t tim
e (s
)6.
5In
ters
ectio
n C
apac
ity U
tiliz
atio
n11
6.6%
ICU
Lev
el o
f Ser
vice
HAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
Que
ues
2: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 3
Lane
Gro
upEB
LW
BRSB
TN
WT
Lane
Gro
up F
low
(vph
)63
054
738
018
12v/
c R
atio
1.10
1.13
0.82
1.25
Con
trol D
elay
113.
992
.066
.414
7.1
Que
ue D
elay
0.0
129.
30.
014
5.8
Tota
l Del
ay11
3.9
221.
366
.429
2.9
Que
ue L
engt
h 50
th (f
t)~2
86~4
9315
3~1
168
Que
ue L
engt
h 95
th (f
t)#3
81#6
79#2
28#1
344
Inte
rnal
Lin
k D
ist (
ft)10
621
0Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
572
483
461
1449
Star
vatio
n C
ap R
educ
tn0
00
0Sp
illbac
k C
ap R
educ
tn0
100
029
9St
orag
e C
ap R
educ
tn0
00
0R
educ
ed v
/c R
atio
1.10
1.43
0.82
1.58
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s2:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 4
Mov
emen
tEB
LW
BRSB
TN
WT
Lane
Con
figur
atio
nsVo
lum
e (v
ph)
548
481
361
1703
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
00La
ne W
idth
9
1211
12To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
Lane
Util
. Fac
tor
0.97
1.00
0.95
*0.7
5Fr
t1.
000.
861.
001.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)31
2095
034
5528
50Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
3120
950
3455
2850
Peak
-hou
r fac
tor,
PHF
0.87
0.88
0.95
0.94
Adj.
Flow
(vph
)63
054
738
018
12R
TOR
Red
uctio
n (v
ph)
00
00
Lane
Gro
up F
low
(vph
)63
054
738
018
12H
eavy
Veh
icle
s (%
)1%
2%1%
1%Tu
rn T
ype
Prot
cust
omPr
otec
ted
Phas
es4
3Pe
rmitt
ed P
hase
s2
2Ac
tuat
ed G
reen
, G (s
)21
.060
.015
.060
.0Ef
fect
ive
Gre
en, g
(s)
22.0
61.0
16.0
61.0
Actu
ated
g/C
Rat
io0.
180.
510.
130.
51C
lear
ance
Tim
e (s
)5.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
572
483
461
1449
v/s
Rat
io P
rot
c0.2
0c0
.11
v/s
Rat
io P
erm
0.58
c0.6
4v/
c R
atio
1.10
1.13
0.82
1.25
Uni
form
Del
ay, d
149
.029
.550
.629
.5Pr
ogre
ssio
n Fa
ctor
1.00
0.37
1.00
1.00
Incr
emen
tal D
elay
, d2
68.4
75.8
15.3
118.
6D
elay
(s)
117.
486
.966
.014
8.1
Leve
l of S
ervi
ceF
FE
FAp
proa
ch D
elay
(s)
66.0
148.
1Ap
proa
ch L
OS
EF
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
123.
2H
CM
Lev
el o
f Ser
vice
FH
CM
Vol
ume
to C
apac
ity ra
tio1.
15Ac
tuat
ed C
ycle
Len
gth
(s)
120.
0Su
m o
f los
t tim
e (s
)21
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n11
5.8%
ICU
Lev
el o
f Ser
vice
HAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
Que
ues
3: A
lew
ife B
rook
Par
kway
& R
oute
22/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 5
Lane
Gro
upSB
TSE
RLa
ne G
roup
Flo
w (v
ph)
380
1246
v/c
Rat
io0.
800.
54C
ontro
l Del
ay34
.64.
6Q
ueue
Del
ay0.
10.
0To
tal D
elay
34.7
4.6
Que
ue L
engt
h 50
th (f
t)41
138
Que
ue L
engt
h 95
th (f
t)m
7613
6In
tern
al L
ink
Dis
t (ft)
189
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)47
723
17St
arva
tion
Cap
Red
uctn
20
Spillb
ack
Cap
Red
uctn
00
Stor
age
Cap
Red
uctn
00
Red
uced
v/c
Rat
io0.
800.
54
Inte
rsec
tion
Sum
mar
ym
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s3:
Ale
wife
Bro
ok P
arkw
ay &
Rou
te 2
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 6
Mov
emen
tN
BLN
BTSB
TSB
RSE
LSE
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
036
10
098
4Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Tota
l Los
t tim
e (s
)4.
02.
5La
ne U
til. F
acto
r0.
950.
88Fr
t1.
000.
85Fl
t Pro
tect
ed1.
001.
00Sa
td. F
low
(pro
t)35
7428
42Fl
t Per
mitt
ed1.
001.
00Sa
td. F
low
(per
m)
3574
2842
Peak
-hou
r fac
tor,
PHF
0.92
0.92
0.95
0.96
0.92
0.79
Adj.
Flow
(vph
)0
038
00
012
46R
TOR
Red
uctio
n (v
ph)
00
00
010
Lane
Gro
up F
low
(vph
)0
038
00
012
36H
eavy
Veh
icle
s (%
)2%
2%1%
0%2%
0%Tu
rn T
ype
cust
omPr
otec
ted
Phas
es3
1 2
4Pe
rmitt
ed P
hase
sAc
tuat
ed G
reen
, G (s
)15
.095
.0Ef
fect
ive
Gre
en, g
(s)
16.0
91.0
Actu
ated
g/C
Rat
io0.
130.
76C
lear
ance
Tim
e (s
)5.
0La
ne G
rp C
ap (v
ph)
477
2155
v/s
Rat
io P
rot
c0.1
1c0
.43
v/s
Rat
io P
erm
v/c
Rat
io0.
800.
57U
nifo
rm D
elay
, d1
50.4
6.2
Prog
ress
ion
Fact
or0.
521.
00In
crem
enta
l Del
ay, d
27.
41.
1D
elay
(s)
33.8
7.3
Leve
l of S
ervi
ceC
AAp
proa
ch D
elay
(s)
0.0
33.8
7.3
Appr
oach
LO
SA
CA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
13.5
HC
M L
evel
of S
ervi
ceB
HC
M V
olum
e to
Cap
acity
ratio
0.59
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
9.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
51.1
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 7
Lane
Gro
upW
BTW
BRN
BTLa
ne G
roup
Flo
w (v
ph)
540
425
323
v/c
Rat
io0.
760.
500.
33C
ontro
l Del
ay26
.35.
430
.2Q
ueue
Del
ay4.
70.
00.
0To
tal D
elay
31.0
5.4
30.2
Que
ue L
engt
h 50
th (f
t)50
044
96Q
ueue
Len
gth
95th
(ft)
763
126
137
Inte
rnal
Lin
k D
ist (
ft)93
133
Turn
Bay
Len
gth
(ft)
200
Base
Cap
acity
(vph
)71
584
396
8St
arva
tion
Cap
Red
uctn
00
0Sp
illbac
k C
ap R
educ
tn11
50
0St
orag
e C
ap R
educ
tn0
00
Red
uced
v/c
Rat
io0.
900.
500.
33
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
00
048
137
80
310
00
00
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
12
1212
1212
1412
1112
1212
12To
tal L
ost t
ime
(s)
2.5
3.0
4.5
Lane
Util
. Fac
tor
*0.5
8*0
.75
0.95
Frt
1.00
0.85
1.00
Flt P
rote
cted
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1200
1200
2800
Flt P
erm
itted
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)12
0012
0028
00Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
920.
920.
890.
890.
770.
960.
770.
920.
920.
92Ad
j. Fl
ow (v
ph)
00
00
540
425
032
30
00
0R
TOR
Red
uctio
n (v
ph)
00
00
013
80
00
00
0La
ne G
roup
Flo
w (v
ph)
00
00
540
287
032
30
00
0H
eavy
Veh
icle
s (%
)2%
2%2%
2%1%
1%0%
1%0%
2%2%
2%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
1 2
1 2
3 4
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
69.0
69.0
41.0
Effe
ctiv
e G
reen
, g (s
)69
.569
.041
.5Ac
tuat
ed g
/C R
atio
0.58
0.58
0.35
Cle
aran
ce T
ime
(s)
Lane
Grp
Cap
(vph
)69
569
096
8v/
s R
atio
Pro
tc0
.45
0.24
c0.1
2v/
s R
atio
Per
mv/
c R
atio
0.78
0.42
0.33
Uni
form
Del
ay, d
119
.314
.229
.0Pr
ogre
ssio
n Fa
ctor
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
8.3
1.8
0.9
Del
ay (s
)27
.716
.130
.0Le
vel o
f Ser
vice
CB
CAp
proa
ch D
elay
(s)
0.0
22.6
30.0
0.0
Appr
oach
LO
SA
CC
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
24.4
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.60
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
7.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
41.0
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 9
Lane
Gro
upEB
LN
BLN
BTSB
TSB
RLa
ne G
roup
Flo
w (v
ph)
1121
173
1788
1549
52v/
c R
atio
1.31
1.13
1.09
1.08
0.04
Con
trol D
elay
174.
095
.556
.982
.10.
0Q
ueue
Del
ay18
8.7
0.0
268.
319
.70.
0To
tal D
elay
362.
795
.532
5.3
101.
80.
0Q
ueue
Len
gth
50th
(ft)
~552
~99
~800
~703
0Q
ueue
Len
gth
95th
(ft)
#688
m37
m12
1#7
450
Inte
rnal
Lin
k D
ist (
ft)39
515
638
3Tu
rn B
ay L
engt
h (ft
)50
Base
Cap
acity
(vph
)85
815
316
4314
4013
86St
arva
tion
Cap
Red
uctn
00
585
00
Spillb
ack
Cap
Red
uctn
209
00
600
Stor
age
Cap
Red
uctn
00
00
0R
educ
ed v
/c R
atio
1.73
1.13
1.69
1.12
0.04
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
0
Mov
emen
tEB
LEB
RN
BLN
BTSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)40
460
515
616
0913
0144
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
00La
ne W
idth
11
1212
1211
8To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
3.0
Lane
Util
. Fac
tor
0.97
1.00
0.95
0.95
1.00
Frt
0.91
1.00
1.00
1.00
0.85
Flt P
rote
cted
0.98
0.95
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1774
1805
3400
3600
1386
Flt P
erm
itted
0.98
0.08
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)17
7415
834
0036
0013
86Pe
ak-h
our f
acto
r, PH
F0.
900.
900.
900.
900.
840.
84Ad
j. Fl
ow (v
ph)
449
672
173
1788
1549
52R
TOR
Red
uctio
n (v
ph)
600
00
00
Lane
Gro
up F
low
(vph
)10
610
173
1788
1549
52H
eavy
Veh
icle
s (%
)2%
2%0%
0%1%
1%Tu
rn T
ype
D.P
+PFr
eePr
otec
ted
Phas
es3
42
1 2
1Pe
rmitt
ed P
hase
s1
Free
Actu
ated
Gre
en, G
(s)
53.0
52.0
57.0
47.0
120.
0Ef
fect
ive
Gre
en, g
(s)
54.0
54.0
58.0
48.0
120.
0Ac
tuat
ed g
/C R
atio
0.45
0.45
0.48
0.40
1.00
Cle
aran
ce T
ime
(s)
5.0
5.0
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
798
153
1643
1440
1386
v/s
Rat
io P
rot
c0.6
00.
06c0
.53
0.43
v/s
Rat
io P
erm
c0.4
50.
04v/
c R
atio
1.33
1.13
1.09
1.08
0.04
Uni
form
Del
ay, d
133
.053
.931
.036
.00.
0Pr
ogre
ssio
n Fa
ctor
1.00
0.58
0.42
1.00
1.00
Incr
emen
tal D
elay
, d2
156.
966
.940
.947
.00.
1D
elay
(s)
189.
998
.254
.083
.00.
1Le
vel o
f Ser
vice
FF
DF
AAp
proa
ch D
elay
(s)
189.
957
.980
.3Ap
proa
ch L
OS
FE
F
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
97.1
HC
M L
evel
of S
ervi
ceF
HC
M V
olum
e to
Cap
acity
ratio
1.21
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
8.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
85.3
%IC
U L
evel
of S
ervi
ceE
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
1
Lane
Gro
upW
BLW
BRN
BTSB
TLa
ne G
roup
Flo
w (v
ph)
194
424
1816
2072
v/c
Rat
io0.
530.
731.
861.
24C
ontro
l Del
ay48
.516
.841
3.2
128.
4Q
ueue
Del
ay0.
03.
758
.554
.8To
tal D
elay
48.5
20.4
471.
718
3.2
Que
ue L
engt
h 50
th (f
t)13
546
~119
6~1
084
Que
ue L
engt
h 95
th (f
t)20
715
7#1
345
m#8
65In
tern
al L
ink
Dis
t (ft)
628
2121
156
Turn
Bay
Len
gth
(ft)
100
Base
Cap
acity
(vph
)36
458
097
816
70St
arva
tion
Cap
Red
uctn
00
015
0Sp
illbac
k C
ap R
educ
tn0
8764
0St
orag
e C
ap R
educ
tn0
00
0R
educ
ed v
/c R
atio
0.53
0.86
1.99
1.36
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
2
Mov
emen
tW
BLW
BRN
BTN
BRSB
LSB
TLa
ne C
onfig
urat
ions
Volu
me
(vph
)17
137
313
9124
30
1906
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
00La
ne W
idth
10
911
1212
11To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
Lane
Util
. Fac
tor
1.00
1.00
*0.9
00.
95Fr
pb, p
ed/b
ikes
1.00
1.00
1.00
1.00
Flpb
, ped
/bik
es1.
001.
001.
001.
00Fr
t1.
000.
850.
981.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)17
4714
3920
0034
55Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
1747
1439
2000
3455
Peak
-hou
r fac
tor,
PHF
0.88
0.88
0.90
0.90
0.92
0.92
Adj.
Flow
(vph
)19
442
415
4627
00
2072
RTO
R R
educ
tion
(vph
)0
280
110
00
Lane
Gro
up F
low
(vph
)19
414
418
050
020
72C
onfl.
Bik
es (#
/hr)
4H
eavy
Veh
icle
s (%
)1%
1%0%
0%1%
1%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
33
1 2
1 2
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
24.0
24.0
57.0
57.0
Effe
ctiv
e G
reen
, g (s
)25
.025
.058
.058
.0Ac
tuat
ed g
/C R
atio
0.21
0.21
0.48
0.48
Cle
aran
ce T
ime
(s)
5.0
5.0
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
364
300
967
1670
v/s
Rat
io P
rot
c0.1
10.
10c0
.90
0.60
v/s
Rat
io P
erm
v/c
Rat
io0.
530.
481.
871.
24U
nifo
rm D
elay
, d1
42.3
41.8
31.0
31.0
Prog
ress
ion
Fact
or1.
001.
001.
000.
51In
crem
enta
l Del
ay, d
21.
51.
239
4.0
108.
8D
elay
(s)
43.8
43.0
425.
012
4.5
Leve
l of S
ervi
ceD
DF
FAp
proa
ch D
elay
(s)
43.2
425.
012
4.5
Appr
oach
LO
SD
FF
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
234.
5H
CM
Lev
el o
f Ser
vice
FH
CM
Vol
ume
to C
apac
ity ra
tio1.
47Ac
tuat
ed C
ycle
Len
gth
(s)
120.
0Su
m o
f los
t tim
e (s
)37
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n76
.0%
ICU
Lev
el o
f Ser
vice
DAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
Que
ues
7: C
ambr
idge
park
Driv
e &
Ale
wife
Acc
ess
Roa
d2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
eak
Hou
rSy
nchr
o 7
- R
epor
tPa
ge 1
3
Lane
Gro
upEB
TW
BTW
BRN
BTSB
LSB
TLa
ne G
roup
Flo
w (v
ph)
401
159
8212
140
339
9v/
c R
atio
0.58
0.28
0.16
0.24
0.93
0.73
Con
trol D
elay
25.1
19.9
5.0
10.0
63.2
35.9
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
Tota
l Del
ay25
.119
.95.
010
.063
.235
.9Q
ueue
Len
gth
50th
(ft)
173
600
1123
520
6Q
ueue
Len
gth
95th
(ft)
258
9823
32#4
1231
4In
tern
al L
ink
Dis
t (ft)
145
395
322
523
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)69
457
050
449
743
454
5St
arva
tion
Cap
Red
uctn
00
00
00
Spillb
ack
Cap
Red
uctn
00
00
00
Stor
age
Cap
Red
uctn
00
00
00
Red
uced
v/c
Rat
io0.
580.
280.
160.
240.
930.
73
Inte
rsec
tion
Sum
mar
y#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
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& A
lew
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s R
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3
130
Cam
brid
gepa
rk D
rive
5:00
pm
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12 B
uild
(201
3) P
M P
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2/12
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3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 B
uild
(201
3) P
M P
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Anal
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Future Conditions
This Page Left Blank Intentionally
Que
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1: R
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6 2/
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013
130
Cam
brid
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7:30
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8/20
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16
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
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Anal
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c
Crit
ical
Lan
e G
roup
Que
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2: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
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with
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lew
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3
130
Cam
brid
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rk D
rive
7:30
am
12/
8/20
12 F
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e (2
018)
AM
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Per
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c
Crit
ical
Lan
e G
roup
Que
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3: A
lew
ife B
rook
Par
kway
& R
oute
22/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
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our (
with
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lysi
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wife
Bro
ok P
arkw
ay &
Rou
te 2
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
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ents
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nchr
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ne C
onfig
urat
ions
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me
(vph
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028
00
010
34Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Tota
l Los
t tim
e (s
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ne U
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acto
r0.
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ph)
00
329
00
1109
Hea
vy V
ehic
les
(%)
2%2%
4%2%
2%2%
Turn
Typ
ecu
stom
Prot
ecte
d Ph
ases
32
4Pe
rmitt
ed P
hase
sAc
tuat
ed G
reen
, G (s
)29
.081
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fect
ive
Gre
en, g
(s)
29.5
81.5
Actu
ated
g/C
Rat
io0.
250.
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lear
ance
Tim
e (s
)5.
0La
ne G
rp C
ap (v
ph)
853
1893
v/s
Rat
io P
rot
c0.0
9c0
.40
v/s
Rat
io P
erm
v/c
Rat
io0.
390.
59U
nifo
rm D
elay
, d1
37.7
10.3
Prog
ress
ion
Fact
or0.
121.
00In
crem
enta
l Del
ay, d
21.
21.
3D
elay
(s)
5.7
11.6
Leve
l of S
ervi
ceA
BAp
proa
ch D
elay
(s)
0.0
5.7
11.6
Appr
oach
LO
SA
AB
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
10.3
HC
M L
evel
of S
ervi
ceB
HC
M V
olum
e to
Cap
acity
ratio
0.53
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
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9.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
52.0
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 7
Lane
Gro
upW
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ne G
roup
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w (v
ph)
213
151
286
v/c
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io0.
280.
140.
34C
ontro
l Del
ay22
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338
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ueue
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ay0.
00.
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0To
tal D
elay
22.9
1.3
38.6
Que
ue L
engt
h 50
th (f
t)10
40
96Q
ueue
Len
gth
95th
(ft)
154
1912
8In
tern
al L
ink
Dis
t (ft)
9313
3Tu
rn B
ay L
engt
h (ft
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0Ba
se C
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ity (v
ph)
763
1116
841
Star
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n C
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Spillb
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orag
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290.
140.
34
Inte
rsec
tion
Sum
mar
y
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
00
018
513
10
243
00
00
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
12
1212
1212
1412
1112
1212
12To
tal L
ost t
ime
(s)
4.5
5.0
4.5
Lane
Util
. Fac
tor
1.00
1.00
0.95
Frt
1.00
0.85
1.00
Flt P
rote
cted
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1743
1580
3421
Flt P
erm
itted
1.00
1.00
1.00
Satd
. Flo
w (p
erm
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4315
8034
21Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
920.
870.
870.
870.
850.
850.
850.
920.
920.
92Ad
j. Fl
ow (v
ph)
00
00
213
151
028
60
00
0R
TOR
Red
uctio
n (v
ph)
00
00
049
00
00
00
Lane
Gro
up F
low
(vph
)0
00
021
310
20
286
00
00
Hea
vy V
ehic
les
(%)
2%2%
2%2%
9%9%
2%2%
2%2%
2%2%
Turn
Typ
ecu
stom
Prot
ecte
d Ph
ases
22
43
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
52.0
81.0
29.0
Effe
ctiv
e G
reen
, g (s
)52
.581
.029
.5Ac
tuat
ed g
/C R
atio
0.44
0.68
0.25
Cle
aran
ce T
ime
(s)
5.0
5.0
Lane
Grp
Cap
(vph
)76
310
6784
1v/
s R
atio
Pro
tc0
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c0.0
6c0
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Rat
io P
erm
v/c
Rat
io0.
280.
100.
34U
nifo
rm D
elay
, d1
21.6
6.8
37.2
Prog
ress
ion
Fact
or1.
001.
001.
00In
crem
enta
l Del
ay, d
20.
90.
21.
1D
elay
(s)
22.5
7.0
38.3
Leve
l of S
ervi
ceC
AD
Appr
oach
Del
ay (s
)0.
016
.138
.30.
0Ap
proa
ch L
OS
AB
DA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
25.9
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.26
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
14.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
25.6
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 9
Lane
Gro
upEB
LN
BLN
BTSB
TSB
RLa
ne G
roup
Flo
w (v
ph)
763
293
1476
1403
73v/
c R
atio
0.83
0.95
0.66
0.97
0.05
Con
trol D
elay
41.6
42.6
8.9
51.5
0.1
Que
ue D
elay
12.2
59.7
62.6
22.3
0.0
Tota
l Del
ay53
.810
2.4
71.6
73.8
0.1
Que
ue L
engt
h 50
th (f
t)36
716
915
4~5
610
Que
ue L
engt
h 95
th (f
t)35
6m
138
m13
9#7
770
Inte
rnal
Lin
k D
ist (
ft)39
515
638
3Tu
rn B
ay L
engt
h (ft
)50
Base
Cap
acity
(vph
)10
2530
722
2314
4313
72St
arva
tion
Cap
Red
uctn
451
920
00
Spillb
ack
Cap
Red
uctn
247
00
111
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orag
e C
ap R
educ
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00
00
Red
uced
v/c
Rat
io0.
981.
141.
131.
050.
05
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
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V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
0
Mov
emen
tEB
LEB
RN
BLN
BTSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)68
535
284
1432
1249
65Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Lane
Wid
th
1112
1212
118
Tota
l Los
t tim
e (s
)3.
63.
63.
63.
63.
0La
ne U
til. F
acto
r*0
.55
1.00
0.95
0.95
1.00
Frt
0.87
1.00
1.00
1.00
0.85
Flt P
rote
cted
0.99
0.95
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
2252
1787
3600
3200
1372
Flt P
erm
itted
0.99
0.07
1.00
1.00
1.00
Satd
. Flo
w (p
erm
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5213
936
0032
0013
72Pe
ak-h
our f
acto
r, PH
F0.
790.
790.
970.
970.
890.
89Ad
j. Fl
ow (v
ph)
8667
729
314
7614
0373
RTO
R R
educ
tion
(vph
)18
80
00
00
Lane
Gro
up F
low
(vph
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50
293
1476
1403
73H
eavy
Veh
icle
s (%
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3%1%
1%2%
2%Tu
rn T
ype
D.P
+PFr
eePr
otec
ted
Phas
es3
42
1 2
1Pe
rmitt
ed P
hase
s1
Free
Actu
ated
Gre
en, G
(s)
37.7
68.5
73.1
53.1
120.
0Ef
fect
ive
Gre
en, g
(s)
38.7
70.5
74.1
54.1
120.
0Ac
tuat
ed g
/C R
atio
0.32
0.59
0.62
0.45
1.00
Cle
aran
ce T
ime
(s)
4.6
4.6
Vehi
cle
Exte
nsio
n (s
)3.
03.
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ne G
rp C
ap (v
ph)
726
307
2223
1443
1372
v/s
Rat
io P
rot
c0.2
6c0
.13
0.41
c0.4
4v/
s R
atio
Per
m0.
430.
05v/
c R
atio
0.79
0.95
0.66
0.97
0.05
Uni
form
Del
ay, d
137
.044
.614
.932
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0Pr
ogre
ssio
n Fa
ctor
1.49
0.76
0.54
1.00
1.00
Incr
emen
tal D
elay
, d2
5.1
7.5
0.1
17.9
0.1
Del
ay (s
)60
.141
.28.
150
.20.
1Le
vel o
f Ser
vice
ED
AD
AAp
proa
ch D
elay
(s)
60.1
13.6
47.7
Appr
oach
LO
SE
BD
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
35.0
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.91
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
10.8
Inte
rsec
tion
Cap
acity
Util
izat
ion
79.2
%IC
U L
evel
of S
ervi
ceD
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
1
Lane
Gro
upW
BLW
BRN
BTSB
TLa
ne G
roup
Flo
w (v
ph)
226
560
1415
2074
v/c
Rat
io0.
951.
161.
141.
05C
ontro
l Del
ay97
.611
0.2
98.3
49.6
Que
ue D
elay
0.0
28.2
28.7
101.
9To
tal D
elay
97.6
138.
412
7.0
151.
6Q
ueue
Len
gth
50th
(ft)
176
~268
~686
~965
Que
ue L
engt
h 95
th (f
t)#3
31#4
91#8
65m
#108
1In
tern
al L
ink
Dis
t (ft)
628
2121
156
Turn
Bay
Len
gth
(ft)
100
Base
Cap
acity
(vph
)23
948
412
3919
76St
arva
tion
Cap
Red
uctn
00
036
0Sp
illbac
k C
ap R
educ
tn0
2667
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orag
e C
ap R
educ
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00
0R
educ
ed v
/c R
atio
0.95
1.22
1.21
1.28
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
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V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
2
Mov
emen
tW
BLW
BRN
BTN
BRSB
LSB
TLa
ne C
onfig
urat
ions
Volu
me
(vph
)21
052
111
9494
017
84Id
eal F
low
(vph
pl)
1800
1800
1800
1800
1900
1900
Lane
Wid
th
109
1112
1211
Tota
l Los
t tim
e (s
)3.
63.
63.
63.
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ne U
til. F
acto
r1.
001.
000.
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95Fr
t1.
000.
850.
991.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)17
4713
7720
0032
00Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
1747
1377
2000
3200
Peak
-hou
r fac
tor,
PHF
0.93
0.93
0.91
0.91
0.86
0.86
Adj.
Flow
(vph
)22
656
013
1210
30
2074
RTO
R R
educ
tion
(vph
)0
296
40
00
Lane
Gro
up F
low
(vph
)22
626
414
110
020
74H
eavy
Veh
icle
s (%
)0%
0%2%
2%2%
2%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
33
1 2
1 2
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
15.4
15.4
73.1
73.1
Effe
ctiv
e G
reen
, g (s
)16
.416
.474
.174
.1Ac
tuat
ed g
/C R
atio
0.14
0.14
0.62
0.62
Cle
aran
ce T
ime
(s)
4.6
4.6
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
239
188
1235
1976
v/s
Rat
io P
rot
0.13
c0.1
9c0
.71
0.65
v/s
Rat
io P
erm
v/c
Rat
io0.
951.
401.
141.
05U
nifo
rm D
elay
, d1
51.4
51.8
23.0
23.0
Prog
ress
ion
Fact
or1.
001.
001.
000.
82In
crem
enta
l Del
ay, d
243
.021
0.4
74.2
28.6
Del
ay (s
)94
.326
2.2
97.1
47.3
Leve
l of S
ervi
ceF
FF
DAp
proa
ch D
elay
(s)
213.
997
.147
.3Ap
proa
ch L
OS
FF
D
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
94.4
HC
M L
evel
of S
ervi
ceF
HC
M V
olum
e to
Cap
acity
ratio
1.19
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
29.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
78.7
%IC
U L
evel
of S
ervi
ceD
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
7: C
ambr
idge
park
Driv
e &
Cam
brid
gepa
rk P
lace
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
3
Lane
Gro
upEB
TW
BTW
BRN
BTSB
LSB
TLa
ne G
roup
Flo
w (v
ph)
283
267
140
5738
836
8v/
c R
atio
0.66
0.46
0.31
0.21
0.53
0.48
Con
trol D
elay
42.4
14.1
1.3
22.5
28.4
18.9
Que
ue D
elay
0.0
0.0
0.0
0.0
0.0
0.0
Tota
l Del
ay42
.414
.11.
322
.528
.418
.9Q
ueue
Len
gth
50th
(ft)
185
710
1322
815
6Q
ueue
Len
gth
95th
(ft)
248
m76
m0
4030
022
0In
tern
al L
ink
Dis
t (ft)
145
395
322
442
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)42
858
644
527
872
876
7St
arva
tion
Cap
Red
uctn
00
00
00
Spillb
ack
Cap
Red
uctn
00
00
00
Stor
age
Cap
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uctn
00
00
00
Red
uced
v/c
Rat
io0.
660.
460.
310.
210.
530.
48
Inte
rsec
tion
Sum
mar
ym
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s7:
Cam
brid
gepa
rk D
rive
& C
ambr
idge
park
Pla
ce2/
12/2
013
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
4
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)51
178
022
205
119
114
2939
768
170
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
12
1112
1211
1112
1412
1212
12To
tal L
ost t
ime
(s)
1.0
1.0
1.0
1.0
7.0
1.0
Lane
Util
. Fac
tor
1.00
1.00
1.00
1.00
0.95
0.95
Frpb
, ped
/bik
es1.
001.
000.
680.
931.
000.
94Fl
pb, p
ed/b
ikes
0.97
1.00
1.00
1.00
1.00
1.00
Frt
1.00
1.00
0.85
0.91
1.00
0.92
Flt P
rote
cted
0.99
1.00
1.00
1.00
0.95
0.99
Satd
. Flo
w (p
rot)
1575
1786
1034
1636
1681
1509
Flt P
erm
itted
0.79
0.96
1.00
1.00
0.95
0.99
Satd
. Flo
w (p
erm
)12
5317
1510
3416
3616
8115
09Pe
ak-h
our f
acto
r, PH
F0.
810.
810.
810.
850.
850.
850.
770.
770.
770.
840.
840.
84Ad
j. Fl
ow (v
ph)
6322
00
2624
114
01
1838
473
8120
2R
TOR
Red
uctio
n (v
ph)
00
00
092
032
00
370
Lane
Gro
up F
low
(vph
)0
283
00
267
480
250
388
331
0C
onfl.
Ped
s. (#
/hr)
8626
2686
2133
3321
Con
fl. B
ikes
(#/h
r)10
91
Hea
vy V
ehic
les
(%)
12%
12%
12%
2%2%
2%5%
5%5%
2%2%
2%Tu
rn T
ype
Perm
Perm
Perm
Split
Split
Prot
ecte
d Ph
ases
44
66
22
Perm
itted
Pha
ses
44
4Ac
tuat
ed G
reen
, G (s
)37
.037
.037
.014
.054
.054
.0Ef
fect
ive
Gre
en, g
(s)
41.0
41.0
41.0
18.0
52.0
58.0
Actu
ated
g/C
Rat
io0.
340.
340.
340.
150.
430.
48C
lear
ance
Tim
e (s
)5.
05.
05.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
428
586
353
245
728
729
v/s
Rat
io P
rot
c0.0
2c0
.23
0.22
v/s
Rat
io P
erm
c0.2
30.
160.
05v/
c R
atio
0.66
0.46
0.14
0.10
0.53
0.45
Uni
form
Del
ay, d
133
.630
.827
.344
.025
.120
.5Pr
ogre
ssio
n Fa
ctor
1.00
0.39
0.00
1.00
1.00
1.00
Incr
emen
tal D
elay
, d2
7.8
1.8
0.6
0.8
2.8
2.0
Del
ay (s
)41
.413
.80.
644
.827
.822
.6Le
vel o
f Ser
vice
DB
AD
CC
Appr
oach
Del
ay (s
)41
.49.
344
.825
.3Ap
proa
ch L
OS
DA
DC
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
24.7
HC
M L
evel
of S
ervi
ceC
HC
M V
olum
e to
Cap
acity
ratio
0.50
Actu
ated
Cyc
le L
engt
h (s
) 12
0.0
Sum
of l
ost t
ime
(s)
9.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
63.5
%IC
U L
evel
of S
ervi
ceB
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
HC
M U
nsig
naliz
ed In
ters
ectio
n C
apac
ity A
naly
sis
8: A
lew
ife A
cces
s R
oad
& R
oute
2 R
amp
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
7:30
am
12/
8/20
12 F
utur
e (2
018)
AM
Pea
k H
our (
with
impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
5
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Sign
Con
trol
Stop
Stop
Yiel
dYi
eld
Volu
me
(vph
)0
00
00
00
024
572
1021
231
Peak
Hou
r Fac
tor
0.92
0.92
0.92
0.92
0.92
0.92
0.96
0.96
0.96
0.83
0.83
0.83
Hou
rly fl
ow ra
te (v
ph)
00
00
00
00
255
8712
3027
8
Dire
ctio
n, L
ane
#N
B 1
SB 1
Volu
me
Tota
l (vp
h)25
515
95Vo
lum
e Le
ft (v
ph)
087
Volu
me
Rig
ht (v
ph)
255
278
Had
j (s)
-0.4
3-0
.06
Dep
artu
re H
eadw
ay (s
)3.
23.
8D
egre
e U
tiliz
atio
n, x
0.23
1.70
Cap
acity
(veh
/h)
1122
948
Con
trol D
elay
(s)
7.1
331.
6Ap
proa
ch D
elay
(s)
7.1
331.
6Ap
proa
ch L
OS
AF
Inte
rsec
tion
Sum
mar
yD
elay
28
6.9
HC
M L
evel
of S
ervi
ceF
Inte
rsec
tion
Cap
acity
Util
izat
ion
102.
9%IC
U L
evel
of S
ervi
ce
GAn
alys
is P
erio
d (m
in)
15
Que
ues
1: R
oute
2 &
Rou
te 1
62/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
Lane
Gro
upW
BTSW
RLa
ne G
roup
Flo
w (v
ph)
2439
858
v/c
Rat
io0.
950.
73C
ontro
l Del
ay6.
128
.8Q
ueue
Del
ay10
9.9
0.0
Tota
l Del
ay11
6.0
28.8
Que
ue L
engt
h 50
th (f
t)47
254
Que
ue L
engt
h 95
th (f
t)m
3633
4In
tern
al L
ink
Dis
t (ft)
89Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
2568
1181
Star
vatio
n C
ap R
educ
tn61
50
Spillb
ack
Cap
Red
uctn
00
Stor
age
Cap
Red
uctn
00
Red
uced
v/c
Rat
io1.
250.
73
Inte
rsec
tion
Sum
mar
ym
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s1:
Rou
te 2
& R
oute
16
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 2
Mov
emen
tEB
LEB
TW
BTW
BRSW
LSW
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
022
680
083
2Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Tota
l Los
t tim
e (s
)4.
04.
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ne U
til. F
acto
r0.
910.
88Fr
t1.
000.
85Fl
t Pro
tect
ed1.
001.
00Sa
td. F
low
(pro
t)51
3628
42Fl
t Per
mitt
ed1.
001.
00Sa
td. F
low
(per
m)
5136
2842
Peak
-hou
r fac
tor,
PHF
0.92
0.92
0.93
0.92
0.92
0.97
Adj.
Flow
(vph
)0
024
390
085
8R
TOR
Red
uctio
n (v
ph)
00
00
01
Lane
Gro
up F
low
(vph
)0
024
390
085
7H
eavy
Veh
icle
s (%
)2%
2%1%
2%2%
0%Tu
rn T
ype
cust
omPr
otec
ted
Phas
es2
3 4
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
49.0
41.0
Effe
ctiv
e G
reen
, g (s
)50
.041
.5Ac
tuat
ed g
/C R
atio
0.50
0.42
Cle
aran
ce T
ime
(s)
5.0
Lane
Grp
Cap
(vph
)25
6811
79v/
s R
atio
Pro
tc0
.47
c0.3
0v/
s R
atio
Per
mv/
c R
atio
0.95
0.73
Uni
form
Del
ay, d
123
.824
.5Pr
ogre
ssio
n Fa
ctor
0.16
1.00
Incr
emen
tal D
elay
, d2
1.1
3.9
Del
ay (s
)4.
928
.4Le
vel o
f Ser
vice
AC
Appr
oach
Del
ay (s
)0.
04.
928
.4Ap
proa
ch L
OS
AA
C
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
11.0
HC
M L
evel
of S
ervi
ceB
HC
M V
olum
e to
Cap
acity
ratio
0.85
Actu
ated
Cyc
le L
engt
h (s
) 10
0.0
Sum
of l
ost t
ime
(s)
8.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
80.0
%IC
U L
evel
of S
ervi
ceD
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
2: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 3
Lane
Gro
upEB
LW
BRSB
TN
WT
Lane
Gro
up F
low
(vph
)65
956
441
618
85v/
c R
atio
0.96
1.19
0.75
1.32
Con
trol D
elay
65.5
105.
849
.717
5.6
Que
ue D
elay
0.0
14.4
0.0
17.1
Tota
l Del
ay65
.512
0.2
49.7
192.
7Q
ueue
Len
gth
50th
(ft)
215
~428
134
~104
2Q
ueue
Len
gth
95th
(ft)
#309
m#4
74#1
89#1
218
Inte
rnal
Lin
k D
ist (
ft)10
621
0Tu
rn B
ay L
engt
h (ft
)Ba
se C
apac
ity (v
ph)
686
475
553
1425
Star
vatio
n C
ap R
educ
tn0
00
0Sp
illbac
k C
ap R
educ
tn0
130
40St
orag
e C
ap R
educ
tn0
00
0R
educ
ed v
/c R
atio
0.96
1.22
0.75
1.36
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s2:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 4
Mov
emen
tEB
LW
BRSB
TN
WT
Lane
Con
figur
atio
nsVo
lum
e (v
ph)
573
496
395
1772
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
00La
ne W
idth
9
1211
12To
tal L
ost t
ime
(s)
4.0
4.0
4.0
4.0
Lane
Util
. Fac
tor
0.97
1.00
0.95
*0.7
5Fr
t1.
000.
861.
001.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)31
2095
034
5528
50Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
3120
950
3455
2850
Peak
-hou
r fac
tor,
PHF
0.87
0.88
0.95
0.94
Adj.
Flow
(vph
)65
956
441
618
85R
TOR
Red
uctio
n (v
ph)
00
00
Lane
Gro
up F
low
(vph
)65
956
441
618
85H
eavy
Veh
icle
s (%
)1%
2%1%
1%Tu
rn T
ype
Prot
cust
omPr
otec
ted
Phas
es4
3Pe
rmitt
ed P
hase
s2
2Ac
tuat
ed G
reen
, G (s
)21
.049
.015
.049
.0Ef
fect
ive
Gre
en, g
(s)
22.0
50.0
16.0
50.0
Actu
ated
g/C
Rat
io0.
220.
500.
160.
50C
lear
ance
Tim
e (s
)5.
05.
05.
05.
0La
ne G
rp C
ap (v
ph)
686
475
553
1425
v/s
Rat
io P
rot
c0.2
1c0
.12
v/s
Rat
io P
erm
0.59
c0.6
6v/
c R
atio
0.96
1.19
0.75
1.32
Uni
form
Del
ay, d
138
.625
.040
.125
.0Pr
ogre
ssio
n Fa
ctor
1.00
0.23
1.00
1.00
Incr
emen
tal D
elay
, d2
26.0
92.4
9.1
150.
3D
elay
(s)
64.5
98.0
49.2
175.
3Le
vel o
f Ser
vice
EF
DF
Appr
oach
Del
ay (s
)49
.217
5.3
Appr
oach
LO
SD
F
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
127.
3H
CM
Lev
el o
f Ser
vice
FH
CM
Vol
ume
to C
apac
ity ra
tio1.
13Ac
tuat
ed C
ycle
Len
gth
(s)
100.
0Su
m o
f los
t tim
e (s
)12
.0In
ters
ectio
n C
apac
ity U
tiliz
atio
n12
0.3%
ICU
Lev
el o
f Ser
vice
HAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
Que
ues
3: A
lew
ife B
rook
Par
kway
& R
oute
22/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 5
Lane
Gro
upSB
TSE
RLa
ne G
roup
Flo
w (v
ph)
416
1295
v/c
Rat
io0.
730.
60C
ontro
l Del
ay23
.86.
6Q
ueue
Del
ay0.
00.
0To
tal D
elay
23.9
6.6
Que
ue L
engt
h 50
th (f
t)26
163
Que
ue L
engt
h 95
th (f
t)m
7616
5In
tern
al L
ink
Dis
t (ft)
189
Turn
Bay
Len
gth
(ft)
Base
Cap
acity
(vph
)57
221
60St
arva
tion
Cap
Red
uctn
20
Spillb
ack
Cap
Red
uctn
00
Stor
age
Cap
Red
uctn
00
Red
uced
v/c
Rat
io0.
730.
60
Inte
rsec
tion
Sum
mar
ym
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s3:
Ale
wife
Bro
ok P
arkw
ay &
Rou
te 2
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 6
Mov
emen
tN
BLN
BTSB
TSB
RSE
LSE
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
039
50
010
23Id
eal F
low
(vph
pl)
1900
1900
1900
1900
1900
1900
Tota
l Los
t tim
e (s
)4.
04.
5La
ne U
til. F
acto
r0.
950.
88Fr
t1.
000.
85Fl
t Pro
tect
ed1.
001.
00Sa
td. F
low
(pro
t)35
7428
42Fl
t Per
mitt
ed1.
001.
00Sa
td. F
low
(per
m)
3574
2842
Peak
-hou
r fac
tor,
PHF
0.92
0.92
0.95
0.96
0.92
0.79
Adj.
Flow
(vph
)0
041
60
012
95R
TOR
Red
uctio
n (v
ph)
00
00
014
Lane
Gro
up F
low
(vph
)0
041
60
012
81H
eavy
Veh
icle
s (%
)2%
2%1%
0%2%
0%Tu
rn T
ype
cust
omPr
otec
ted
Phas
es3
2 4
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
15.0
75.0
Effe
ctiv
e G
reen
, g (s
)16
.075
.5Ac
tuat
ed g
/C R
atio
0.16
0.76
Cle
aran
ce T
ime
(s)
5.0
Lane
Grp
Cap
(vph
)57
221
46v/
s R
atio
Pro
tc0
.12
c0.4
5v/
s R
atio
Per
mv/
c R
atio
0.73
0.60
Uni
form
Del
ay, d
139
.95.
5Pr
ogre
ssio
n Fa
ctor
0.46
1.00
Incr
emen
tal D
elay
, d2
5.1
1.2
Del
ay (s
)23
.66.
7Le
vel o
f Ser
vice
CA
Appr
oach
Del
ay (s
)0.
023
.66.
7Ap
proa
ch L
OS
AC
A
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
10.8
HC
M L
evel
of S
ervi
ceB
HC
M V
olum
e to
Cap
acity
ratio
0.62
Actu
ated
Cyc
le L
engt
h (s
) 10
0.0
Sum
of l
ost t
ime
(s)
8.5
Inte
rsec
tion
Cap
acity
Util
izat
ion
53.8
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
4: R
oute
2 &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 7
Lane
Gro
upW
BTW
BRN
BTLa
ne G
roup
Flo
w (v
ph)
557
448
351
v/c
Rat
io0.
940.
490.
81C
ontro
l Del
ay50
.06.
456
.6Q
ueue
Del
ay19
.10.
00.
0To
tal D
elay
69.1
6.4
56.6
Que
ue L
engt
h 50
th (f
t)55
310
611
5Q
ueue
Len
gth
95th
(ft)
#934
177
#186
Inte
rnal
Lin
k D
ist (
ft)93
133
Turn
Bay
Len
gth
(ft)
200
Base
Cap
acity
(vph
)59
491
343
4St
arva
tion
Cap
Red
uctn
00
0Sp
illbac
k C
ap R
educ
tn53
00
Stor
age
Cap
Red
uctn
00
0R
educ
ed v
/c R
atio
1.03
0.49
0.81
Inte
rsec
tion
Sum
mar
y#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s4:
Rou
te 2
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 8
Mov
emen
tEB
LEB
TEB
RW
BLW
BTW
BRN
BLN
BTN
BRSB
LSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)0
00
049
639
90
337
00
00
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
0019
00La
ne W
idth
12
1212
1212
1412
1112
1212
12To
tal L
ost t
ime
(s)
4.5
5.0
4.5
Lane
Util
. Fac
tor
*0.5
8*0
.75
0.95
Frt
1.00
0.85
1.00
Flt P
rote
cted
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1200
1200
2800
Flt P
erm
itted
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)12
0012
0028
00Pe
ak-h
our f
acto
r, PH
F0.
920.
920.
920.
920.
890.
890.
770.
960.
770.
920.
920.
92Ad
j. Fl
ow (v
ph)
00
00
557
448
035
10
00
0R
TOR
Red
uctio
n (v
ph)
00
00
013
00
00
00
Lane
Gro
up F
low
(vph
)0
00
055
743
50
351
00
00
Hea
vy V
ehic
les
(%)
2%2%
2%2%
1%1%
0%1%
0%2%
2%2%
Turn
Typ
ecu
stom
Prot
ecte
d Ph
ases
22
43
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
49.0
75.0
15.0
Effe
ctiv
e G
reen
, g (s
)49
.575
.015
.5Ac
tuat
ed g
/C R
atio
0.50
0.75
0.16
Cle
aran
ce T
ime
(s)
5.0
5.0
Lane
Grp
Cap
(vph
)59
490
043
4v/
s R
atio
Pro
tc0
.46
c0.3
6c0
.13
v/s
Rat
io P
erm
v/c
Rat
io0.
940.
480.
81U
nifo
rm D
elay
, d1
23.8
4.9
40.8
Prog
ress
ion
Fact
or1.
001.
001.
00In
crem
enta
l Del
ay, d
224
.41.
914
.9D
elay
(s)
48.2
6.8
55.8
Leve
l of S
ervi
ceD
AE
Appr
oach
Del
ay (s
)0.
029
.755
.80.
0Ap
proa
ch L
OS
AC
EA
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
36.5
HC
M L
evel
of S
ervi
ceD
HC
M V
olum
e to
Cap
acity
ratio
0.82
Actu
ated
Cyc
le L
engt
h (s
) 10
0.0
Sum
of l
ost t
ime
(s)
14.0
Inte
rsec
tion
Cap
acity
Util
izat
ion
42.9
%IC
U L
evel
of S
ervi
ceA
Anal
ysis
Per
iod
(min
)15
c
Crit
ical
Lan
e G
roup
Que
ues
5: C
ambr
idge
park
Driv
e &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 9
Lane
Gro
upEB
LN
BLN
BTSB
TSB
RLa
ne G
roup
Flo
w (v
ph)
1210
287
1868
1621
67v/
c R
atio
1.27
1.37
1.24
1.35
0.05
Con
trol D
elay
157.
119
2.9
125.
419
2.2
0.1
Que
ue D
elay
316.
90.
027
3.3
203.
30.
0To
tal D
elay
474.
019
2.9
398.
739
5.5
0.1
Que
ue L
engt
h 50
th (f
t)~4
94~1
85~7
62~7
150
Que
ue L
engt
h 95
th (f
t)m
#586
m53
m11
6#7
670
Inte
rnal
Lin
k D
ist (
ft)39
515
638
3Tu
rn B
ay L
engt
h (ft
)50
Base
Cap
acity
(vph
)95
221
015
1012
0213
86St
arva
tion
Cap
Red
uctn
00
498
00
Spillb
ack
Cap
Red
uctn
340
00
302
0St
orag
e C
ap R
educ
tn0
00
00
Red
uced
v/c
Rat
io1.
981.
371.
851.
800.
05
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s5:
Cam
brid
gepa
rk D
rive
& A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
0
Mov
emen
tEB
LEB
RN
BLN
BTSB
TSB
RLa
ne C
onfig
urat
ions
Volu
me
(vph
)42
866
125
816
8113
6256
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
00La
ne W
idth
11
1212
1211
8To
tal L
ost t
ime
(s)
3.6
3.6
3.6
3.6
3.0
Lane
Util
. Fac
tor
0.97
1.00
0.95
0.95
1.00
Frt
0.91
1.00
1.00
1.00
0.85
Flt P
rote
cted
0.98
0.95
1.00
1.00
1.00
Satd
. Flo
w (p
rot)
1774
1805
3400
3600
1386
Flt P
erm
itted
0.98
0.12
1.00
1.00
1.00
Satd
. Flo
w (p
erm
)17
7422
834
0036
0013
86Pe
ak-h
our f
acto
r, PH
F0.
900.
900.
900.
900.
840.
84Ad
j. Fl
ow (v
ph)
476
734
287
1868
1621
67R
TOR
Red
uctio
n (v
ph)
930
00
00
Lane
Gro
up F
low
(vph
)11
170
287
1868
1621
67H
eavy
Veh
icle
s (%
)2%
2%0%
0%1%
1%Tu
rn T
ype
D.P
+PFr
eePr
otec
ted
Phas
es3
42
1 2
1Pe
rmitt
ed P
hase
s1
Free
Actu
ated
Gre
en, G
(s)
47.4
38.8
43.4
32.4
100.
0Ef
fect
ive
Gre
en, g
(s)
48.4
40.8
44.4
33.4
100.
0Ac
tuat
ed g
/C R
atio
0.48
0.41
0.44
0.33
1.00
Cle
aran
ce T
ime
(s)
4.6
4.6
Vehi
cle
Exte
nsio
n (s
)3.
03.
0La
ne G
rp C
ap (v
ph)
859
210
1510
1202
1386
v/s
Rat
io P
rot
c0.6
30.
10c0
.55
0.45
v/s
Rat
io P
erm
c0.4
60.
05v/
c R
atio
1.30
1.37
1.24
1.35
0.05
Uni
form
Del
ay, d
125
.843
.127
.833
.30.
0Pr
ogre
ssio
n Fa
ctor
1.54
0.62
0.49
1.00
1.00
Incr
emen
tal D
elay
, d2
140.
216
7.8
107.
216
2.5
0.1
Del
ay (s
)18
0.1
194.
512
0.8
195.
80.
1Le
vel o
f Ser
vice
FF
FF
AAp
proa
ch D
elay
(s)
180.
113
0.6
188.
0Ap
proa
ch L
OS
FF
F
Inte
rsec
tion
Sum
mar
yH
CM
Ave
rage
Con
trol D
elay
161.
6H
CM
Lev
el o
f Ser
vice
FH
CM
Vol
ume
to C
apac
ity ra
tio1.
30Ac
tuat
ed C
ycle
Len
gth
(s)
100.
0Su
m o
f los
t tim
e (s
)7.
2In
ters
ectio
n C
apac
ity U
tiliz
atio
n95
.1%
ICU
Lev
el o
f Ser
vice
FAn
alys
is P
erio
d (m
in)
15c
C
ritic
al L
ane
Gro
up
Que
ues
6: R
indg
e A
ve. &
Ale
wife
Bro
ok P
arkw
ay2/
12/2
013
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
1
Lane
Gro
upW
BLW
BRN
BTSB
TLa
ne G
roup
Flo
w (v
ph)
199
522
1923
2182
v/c
Rat
io0.
590.
842.
131.
42C
ontro
l Del
ay44
.621
.853
5.1
209.
4Q
ueue
Del
ay0.
057
.141
.195
.3To
tal D
elay
44.6
78.9
576.
230
4.7
Que
ue L
engt
h 50
th (f
t)11
654
~110
2~1
032
Que
ue L
engt
h 95
th (f
t)18
6#2
26#1
251
m#6
43In
tern
al L
ink
Dis
t (ft)
628
2121
156
Turn
Bay
Len
gth
(ft)
100
Base
Cap
acity
(vph
)33
962
290
115
34St
arva
tion
Cap
Red
uctn
00
019
9Sp
illbac
k C
ap R
educ
tn0
154
370
Stor
age
Cap
Red
uctn
00
00
Red
uced
v/c
Rat
io0.
591.
122.
231.
63
Inte
rsec
tion
Sum
mar
y~
Vo
lum
e ex
ceed
s ca
paci
ty, q
ueue
is th
eore
tical
ly in
finite
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.#
95
th p
erce
ntile
vol
ume
exce
eds
capa
city
, que
ue m
ay b
e lo
nger
.
Que
ue s
how
n is
max
imum
afte
r tw
o cy
cles
.m
V
olum
e fo
r 95t
h pe
rcen
tile
queu
e is
met
ered
by
upst
ream
sig
nal.
HC
M S
igna
lized
Inte
rsec
tion
Cap
acity
Ana
lysi
s6:
Rin
dge
Ave
. & A
lew
ife B
rook
Par
kway
2/12
/201
3
130
Cam
brid
gepa
rk D
rive
5:00
pm
12/
8/20
12 F
utur
e (2
018)
PM
Pea
k H
our (
with
Impr
ovem
ents
)Sy
nchr
o 7
- R
epor
tPa
ge 1
2
Mov
emen
tW
BLW
BRN
BTN
BRSB
LSB
TLa
ne C
onfig
urat
ions
Volu
me
(vph
)17
545
914
8025
10
2007
Idea
l Flo
w (v
phpl
)19
0019
0019
0019
0019
0019
00La
ne W
idth
10
911
1212
11To
tal L
ost t
ime
(s)
3.6
3.6
3.6
3.6
Lane
Util
. Fac
tor
1.00
1.00
*0.9
00.
95Fr
pb, p
ed/b
ikes
1.00
1.00
1.00
1.00
Flpb
, ped
/bik
es1.
001.
001.
001.
00Fr
t1.
000.
850.
981.
00Fl
t Pro
tect
ed0.
951.
001.
001.
00Sa
td. F
low
(pro
t)17
4714
3920
0034
55Fl
t Per
mitt
ed0.
951.
001.
001.
00Sa
td. F
low
(per
m)
1747
1439
2000
3455
Peak
-hou
r fac
tor,
PHF
0.88
0.88
0.90
0.90
0.92
0.92
Adj.
Flow
(vph
)19
952
216
4427
90
2182
RTO
R R
educ
tion
(vph
)0
343
130
00
Lane
Gro
up F
low
(vph
)19
917
919
100
021
82C
onfl.
Bik
es (#
/hr)
4H
eavy
Veh
icle
s (%
)1%
1%0%
0%1%
1%Tu
rn T
ype
Prot
Prot
ecte
d Ph
ases
33
1 2
1 2
Perm
itted
Pha
ses
Actu
ated
Gre
en, G
(s)
18.4
18.4
43.4
43.4
Effe
ctiv
e G
reen
, g (s
)19
.419
.444
.444
.4Ac
tuat
ed g
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Crash Data Reports
This Page Left Blank Intentionally
130 CPD Crash Data
Concord Tpke / Alewife Brook Pkwy
Alewife Brook Pkwy / Cambridge Park Dr
Alewife Brook Pkwy / Rindge Ave
Cambridge Park Dr / Alewife Station
Access Rd
Route 2 Ramp / Alewife Station
Access Rd
37 8 18 2 0
23 12 14 1 0
23 5 8 1 1
83 25 40 4 1
27.67 8.33 13.33 1.33 1.00
19 3 3 3 0
2 0 2 0 0
46 18 29 1 1
1 0 0 0 0
2 0 0 0 0
9 2 1 0 0
4 1 3 0 0
0 0 0 0 0
0 1 2 0 0
83 25 40 4 1
1 0 0 0 0
23 3 12 1 0
56 22 25 3 1
3 0 3 0 0
0 0 0 0 0
83 25 40 4 1
13 8 4 0 0
8 5 0 0 1
1 0 3 0 0
43 11 23 3 0
18 1 10 1 0
83 25 40 4 1
65 23 33 3 0
17 2 6 1 1
1 0 1 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
83 25 40 4 1
0 0 3 0 0
Year2008
2009
2010
Total
Average
Collision TypeAngle
Head-on
Rear-end
Rear-to-Rear
Sideswipe, opposite direction
Sideswipe, same direction
Single vehicle crash
Unknown
Not reported
Total
Crash SeverityFatal injury
Non-fatal injury
Property damage only (none injured)
Not Reported
Unknown
Total
Time of DayWeekday, 7:00 AM - 9:00 AM
Weekday, 4:00 PM - 6:00 PM
Saturday, 11:00 AM - 2:00 PM
Weekday, other time
Unknown
Weekend, other time
Total
Pavement ConditionsDry
Wet
Snow
Not reported
Total
Non Motroist (Bike, Pedestrian)Total
MassHighway Crash Rates
Ice
Sand, mud, dirt, oil, gravel
Water (standing, moving)
Slush
Other
CITY/TOWN : Cambridge, MA COUNT DATE : December 2012
DISTRICT : 6 UNSIGNALIZED : SIGNALIZED :
~ INTERSECTION DATA ~
MAJOR STREET : Concord Turnpike
MINOR STREET(S) : Alewife Brook Parkway
SB
1150
North
WB
854
EB
1532
NB
2008
PEAK HOUR VOLUMES
1 2 3 4 5
NB SB WB EB
2,008 1,150 854 1,532 5,544
0.090 61,600
83# OF
YEARS :3
AVERAGE # OF CRASHES PER YEAR (
A ) :27.67
1.23 RATE =( A * 1,000,000 )
( V * 365 )
Comments :
Project Title & Date: 130 CPD \ January 4th 2013
CRASH RATE CALCULATION :
TOTAL # OF CRASHES :
" K " FACTOR :
PEAK HOURLY VOLUMES (AM/PM) :
DIRECTION :
Total Peak Hourly
Approach Volume
DIAGRAM(Label Approaches)
APPROACH :
INTERSECTION CRASH RATE WORKSHEET
INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME :
INTERSECTION
CITY/TOWN : Cambridge, MA COUNT DATE : December 2012
DISTRICT : 6 UNSIGNALIZED : SIGNALIZED :
~ INTERSECTION DATA ~
MAJOR STREET : Alewife Brook Parkway
MINOR STREET(S) : Cambridge Park Drive
SB
1341
North
EB
990
NB
1731
PEAK HOUR VOLUMES
1 2 3 4 5
NB SB EB
1,731 1,341 990 4,062
0.090 45,133
25# OF
YEARS :3
AVERAGE # OF CRASHES PER YEAR (
A ) :8.33
0.51 RATE =( A * 1,000,000 )
( V * 365 )
Comments :
Project Title & Date: 130 CPD \ January 4th 2013
PEAK HOURLY VOLUMES (AM/PM) :
" K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY
APPROACH VOLUME :
TOTAL # OF CRASHES :
CRASH RATE CALCULATION :
INTERSECTION CRASH RATE WORKSHEET
INTERSECTIONDIAGRAM
(Label Approaches)
APPROACH :Total Peak
Hourly Approach Volume
DIRECTION :
CITY/TOWN : Cambridge, MA COUNT DATE : December 2012
DISTRICT : 6 UNSIGNALIZED : SIGNALIZED :
~ INTERSECTION DATA ~
MAJOR STREET : Alewife Brook Parkway
MINOR STREET(S) : Rindge Avenue
SB
1892
North
EB
518
NB
1627
PEAK HOUR VOLUMES
1 2 3 4 5
NB SB EB
1,627 1,892 518 4,037
0.090 44,856
40# OF
YEARS :3
AVERAGE # OF CRASHES PER YEAR (
A ) :13.33
0.81 RATE =( A * 1,000,000 )
( V * 365 )
Comments :
Project Title & Date: 130 CPD \ January 4th 2013
TOTAL # OF CRASHES :
CRASH RATE CALCULATION :
INTERSECTION CRASH RATE WORKSHEET
INTERSECTIONDIAGRAM
(Label Approaches)
APPROACH :Total Peak
Hourly Approach Volume
DIRECTION :
PEAK HOURLY VOLUMES (AM/PM) :
" K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY
APPROACH VOLUME :
CITY/TOWN : Cambridge, MA COUNT DATE : December 2012
DISTRICT : 6 UNSIGNALIZED : SIGNALIZED :
~ INTERSECTION DATA ~
MAJOR STREET : Cambridge Park Drive
MINOR STREET(S) : Alewife Station Access Road
SB
702
North
WB
163
EB
329
NB
87
PEAK HOUR VOLUMES
1 2 3 4 5
NB SB EB WB
87 702 329 163 1,281
0.090 14,233
4# OF
YEARS :3
AVERAGE # OF CRASHES PER YEAR (
A ) :1.33
0.26 RATE =( A * 1,000,000 )
( V * 365 )
Comments :
Project Title & Date: 130 CPD \ January 4th 2013
TOTAL # OF CRASHES :
CRASH RATE CALCULATION :
INTERSECTION CRASH RATE WORKSHEET
INTERSECTIONDIAGRAM
(Label Approaches)
APPROACH :Total Peak
Hourly Approach Volume
DIRECTION :
PEAK HOURLY VOLUMES (AM/PM) :
" K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY
APPROACH VOLUME :
CITY/TOWN : Cambridge, MA COUNT DATE : December 2012
DISTRICT : 6 UNSIGNALIZED : SIGNALIZED :
~ INTERSECTION DATA ~
MAJOR STREET : Route 2 Ramp
MINOR STREET(S) : Alewife Station Access Road
SB
908
North
NB
534
PEAK HOUR VOLUMES
1 2 3 4 5
NB SB
534 908 1,442
0.090 16,022
1# OF
YEARS :3
AVERAGE # OF CRASHES PER YEAR (
A ) :0.33
0.06 RATE =( A * 1,000,000 )
( V * 365 )
Comments :
Project Title & Date: 130 CPD \ January 4th 2013
TOTAL # OF CRASHES :
CRASH RATE CALCULATION :
INTERSECTION CRASH RATE WORKSHEET
INTERSECTIONDIAGRAM
(Label Approaches)
APPROACH :Total Peak
Hourly Approach Volume
DIRECTION :
PEAK HOURLY VOLUMES (AM/PM) :
" K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY
APPROACH VOLUME :