highway report[1]

39
UNIVERSITY OF NAIROBI COLLEGE OF ARCHITECTURE AND ENGINEERING SCHOOL OF ENGINEERING DEPARTMENT OF CIVIL AND CONSTRUCTION ENGINEERING THE FOLLOWING PROJECT COVERS THE DESIGN OF ROUNDABOUT ALONG THE RIVERSIDE; WESTLANDS-KILELESHWA INTERSECT AS WELL AS TRAFFIC STUDIES ALONG UHURU HIGHWAY FCE 446: TRANSPORTATION ENGINEERING PROJECT F16/40425/2011 OUKO FRANKLIN RAGIRA

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Page 1: Highway Report[1]

UNIVERSITY OF NAIROBI

COLLEGE OF ARCHITECTURE AND ENGINEERING

SCHOOL OF ENGINEERING

DEPARTMENT OF CIVIL AND CONSTRUCTION

ENGINEERING

THE FOLLOWING PROJECT COVERS THE DESIGN

OF ROUNDABOUT ALONG THE RIVERSIDE;

WESTLANDS-KILELESHWA INTERSECT AS WELL AS

TRAFFIC STUDIES ALONG UHURU HIGHWAY

FCE 446: TRANSPORTATION ENGINEERING PROJECT

F16/40425/2011

OUKO FRANKLIN RAGIRA

Page 2: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

SPEED AND VOLUME COUNTS ON A STRETCH OF 200M ALONG UHURU HIGHWAY

Objective To gather data of traffic flow on a stretch of Uhuru Highway between the University Way roundabout and the

Kenyatta avenue roundabout for the speed surveys and the volume counts. The length under consideration is

200m

Introduction. Traffic studies entail the collection and analysis of road data so as to establish flow patterns which can be

used to examine a transportation system. As a sub branch of traffic engineering, it describes the relationship

among various measurable characteristics of road traffic flow such as

Speed

Flow rate and volume

Density and concentration of traffic

Transportation studies serve to quantify the extent of a transportation problem or to provide an analysis of a

proposed transportation solution

Speed Speed is the rate of movement of traffic or various components of traffic and is usually expressed in K.P.H

(kilometers per hour). Some of the terms associated with speed are;

Speed (v) =𝑑𝑖𝑠𝑡𝑎𝑛𝑐𝑒

𝑡𝑖𝑚𝑒

The inverse of speed (1/speed) is usually referred to as the rate of flow

Other forms of speed include

Spot speed- instantaneous speed of a vehicle at a specified location

Journey speed- effective speed of a vehicle between two points

Space mean speed- average of speed measurements at an instant of time over space.

Time mean speed- average speed measurements at one point I space over a period of time.

Space headway or Headway (h) - is a measure of the temporal space between two vehicles,

measured in seconds.

Flow rate and volume Describes the number of vehicles (per unit time) passing in a section of a road network. It is usually expressed

in vehicles per hour. On the other hand, volume (also referred to as volume count) describes the number of

vehicles counted in a specified interval. Volume counts can be analyzed at various levels;

Average daily traffic (ADT)

Page 3: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

ADT= {(total number of vehicles)/𝑡𝑖𝑚𝑒}

Average annual daily traffic (AADT)=

AADT= {𝑡𝑜𝑡𝑎𝑙 𝑣𝑜𝑙𝑢𝑚𝑒 𝑖𝑛 𝑦𝑒𝑎𝑟

365}

Peak hourly volumes- volumes collected during rush hours (peak hours) on busy urban roads. It gives

an indication of maximum hourly flow

Design hourly volume (DHV) – the hourly traffic volume expected to use a certain road in the design

year

Density (concentration of traffic) Refers to the number of vehicles per unit distance occupying a section of roadway at a given instance of time.

It is expressed in vehicles per kilometer.

It the follows that flow rate (Q) = average travel speed (u) x average density (K)

Q = 𝑢𝑥𝑘

Green shield’s macroscopic stream model Macroscopic stream models represent how the behavior of one parameter of traffic flow changes with

respect to another. Most important among them is the relation between speed and density.

The first and most simple relation between them is proposed by Green shield. Green shield assumed a linear

speed-density relationship as illustrated in figure 3:1 to derive the model. The equation for this relationship is

shown below.

Consider the road section of length, l, shown below, with traffic flow made up of various mixed streams:

Length, l

Let Q be the flow,

Then,

… (I)

Where:

= number of vehicles per unit time through the section under consideration.

= number of vehicles passing

Mean time

Length of section

Concentration in vehicles per unit length

Space mean speed

As concentration, K increases the speed, V, decreases:

Page 4: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

Average speed

Km/hr (v)

Concentration K

… (ii)

Where a and b are positive constants.

Maximum speed occurs when K tends to zero i.e. when there is one vehicle on the road

Hence

Or … (iii)

Therefore, Q = kVm – bK2 … (IV)

For maximum flow, ,

Therefore, … (v)

… (vi)

Where ko is the optimum concentration

… (vi) {From (iii) and (v)}

Optimum speed Vo is given by:

Page 5: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

At optimum concentration Ko

Hence … (viii)

Vo2/b … (ix) from equations (iii) and (IV)

Q = KVm – bk2

2 …. (xi)

= Vo2 – (V-Vo) 2 … (xii)

Therefore;

Q = QM – (V-Vo) 2/b … (xiii)

Equation (xiii) can be represented as shown below:

Vm Normal

Conditions

VO Unstable flow

Flow in (vph)

Data collection The methodology of speed measurement was by taking the time each vehicle took within the 200m for the

Uhuru Highway section, however, due to the large number of vehicles and limited personnel our speed study

was limited to white cars only. The flow was determined by the use of counting materials where only

motorized traffic was counted.

Apparatus Synchronized watches

Odometer

Writing materials

Page 6: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

Methodology

Volume count This was done in for roughly 15 minutes on the uhuru highway for the period between 11.00 am and 1.00

pm. All vehicles were tallied for each of the three lanes and recorded on the data sheets.

Speed survey This was done by recording the entry and exit times of vehicles on the selected section. The difference

between the two gave the time taken for a vehicle to travel between the two points. The vehicles registration

numbers were used.

RESULTS

LANE 1 Column1 Column2 Column3 Column4 Column5 Column6

time at entry time at exit

Vehicle No A(SEC) B(SEC) speed MEAN SPEED

384V 1812 1871 59 3.38983051 3.389

154F 1891 1896 5 40

817N 1914 1917 3 66.6666667

216Y 1942 1949 7 28.5714286

156Z 1946 1967 21 9.52380952

375V 1949 1969 20 10

181X 1969 2070 101 1.98019802

901P 2086 2089 3 66.6666667

508V 2089 2090 1 200

318C 2101 2117 16 12.5

493P 2104 2121 17 11.7647059

369K 2151 2154 3 66.6666667

338R 2168 2171 3 66.6666667

216H 2212 2218 6 33.3333333

170X 2240 2245 5 40

158Z 2249 2255 6 33.3333333

289K 2252 2259 7 28.5714286

014Z 2278 2294 16 12.5

238Z 2393 2401 8 25

999Z 2411 2416 5 40

524G 2434 2447 13 15.3846154

294L 2441 2456 15 13.3333333

Page 7: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

182Y 2444 2459 15 13.3333333

159S 2505 2514 9 22.2222222

974E 2508 2511 3 66.6666667

014N 2521 2534 13 15.3846154

605X 2627 2630 3 66.6666667

643R 2638 2639 1 200

819S 2652 2654 2 100

534L 2663 2677 14 14.2857143

155P 2671 2689 18 11.1111111

490D 2676 2693 17 11.7647059 43.0813875

827J 2815 2823 8 25

830J 2824 2834 10 20

047K 2861 2874 13 15.3846154

218Z 2931 2935 4 50

509T 2989 3000 11 18.1818182

699N 3001 3020 19 10.5263158

164K 3012 3024 12 16.6666667

724Q 3041 3043 2 100

560S 3052 3059 7 28.5714286

152V 3058 3067 9 22.2222222

202Y 3076 3094 18 11.1111111

483G 3088 3102 14 14.2857143

A239B 3117 3125 8 25

113M 3123 3127 4 50

620S 3143 3209 66 3.03030303

916T 3216 3233 17 11.7647059

377K 3226 3242 16 12.5

182E 3292 3293 1 200

451Y 3364 3366 2 100

243X 3392 3393 1 200

655J 3428 3427 -1 -200

324X 3430 3446 16 12.5

206L 3461 3473 12 16.6666667

256X 3491 3503 12 16.6666667

984T 3518 3519 1 200

241P 3591 3592 1 200

619K 3619 3626 7 28.5714286 44.7648023

430W 3641 3655 14 14.2857143

131F 3682 3686 4 50

177K 3757 3760 3 66.6666667

607X 3765 3768 3 66.6666667

Page 8: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

357Z 3768 3771 3 66.6666667

375K 3772 3775 3 66.6666667

904H 3785 3798 13 15.3846154

647Z 3792 3809 17 11.7647059

893T 3801 3814 13 15.3846154

531K 3815 3826 11 18.1818182

701Z 3928 3929 1 200

419A 3938 3942 4 50

104U 3943 3948 5 40

599V 3961 3974 13 15.3846154

437R 3968 3978 10 20

471M 3977 3987 10 20

619D 4027 4031 4 50

096U 4058 4061 3 66.6666667

744W 4067 4071 4 50

048S 4085 4093 8 25

917G 4108 4119 11 18.1818182

180F 4138 4142 4 50

914W 4155 4157 2 100

434Z 4197 4201 4 50

502P 4225 4227 2 100

402L 4257 4273 16 12.5

062B 4279 4300 21 9.52380952

650B 4286 4304 18 11.1111111

642S 4294 4306 12 16.6666667

236B 4304 4323 19 10.5263158

954W 4308 4326 18 11.1111111

554U 4373 4380 7 28.5714286

542P 4375 4384 9 22.2222222

708S 4395 4397 2 100

456L 4405 4409 4 50

615K 4419 4433 14 14.2857143

550E 4428 4439 11 18.1818182

907E 4453 4471 18 11.1111111

438E 4557 4560 3 66.6666667 41.7789541

055D 4578 4584 6 33.3333333

813U 4584 4599 15 13.3333333

172Z 5088 5103 15 13.3333333

687Y 5094 5105 11 18.1818182

027K 5216 5221 5 40

721D 5221 5226 5 40

Page 9: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

331N 5226 5233 7 28.5714286

242F 5230 5236 6 33.3333333

285U 5234 5241 7 28.5714286

170V 5243 5257 14 14.2857143

943G 5287 5291 4 50

299C 5365 5380 15 13.3333333

405X 5384 5399 15 13.3333333

822Z 5388 5406 18 11.1111111 25.0515358

424A 5510 5511 1 200

474A 5582 5585 3 66.6666667

287U 5687 5697 10 20

394K 5694 5700 6 33.3333333

127V 5702 5706 4 50

163Z 5722 5726 4 50

764G 5760 5822 62 3.22580645

916H 5860 5872 12 16.6666667

162S 5870 5885 15 13.3333333

160L 6012 6014 2 100

532Q 6029 6042 13 15.3846154

339S 6036 6051 15 13.3333333

476T 6057 6073 16 12.5

144B 6173 6178 5 40

961S 6177 6183 6 33.3333333

412E 6198 6205 7 28.5714286

724F 6281 6288 7 28.5714286

684H 6299 6306 7 28.5714286 41.8606319

827X 6313 6314 1 200

395E 6326 6328 2 100

685E 6335 6338 3 66.6666667

175U 6342 6349 7 28.5714286

742N 6353 6356 3 66.6666667

380Y 6367 6380 13 15.3846154

187W 6373 6392 19 10.5263158

129K 6481 6482 1 200

722E 6486 6490 4 50

191Z 6493 6494 1 200

978U 6510 6520 10 20

909Z 6521 6531 10 20

912L 6524 6609 85 2.35294118

950E 6631 6637 6 33.3333333

951T 6657 6665 8 25

Page 10: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

195X 6668 6675 7 28.5714286

206G 6687 6701 14 14.2857143

207A 6698 6711 13 15.3846154

363A 6813 6817 4 50

875H 6851 6852 1 200

885U 6859 6881 22 9.09090909

673X 6875 6887 12 16.6666667

239B 6887 6910 23 8.69565217

614A 6918 6930 12 16.6666667

971K 6961 6965 4 50

270U 7095 7108 13 15.3846154

639A 7116 7124 8 25

600C 7131 7140 9 22.2222222

422T 7142 7151 9 22.2222222

201R 7152 7163 11 18.1818182

391Z 7160 7182 22 9.09090909

035Z 7173 7204 31 6.4516129 48.9505319

317Q 7183 7218 35 5.71428571

319K 7204 7329 125 1.6

156S 7230 7335 105 1.9047619

378X 7359 7362 3 66.6666667

561Y 7376 7394 18 11.1111111

246T 7403 7423 20 10

339L 7429 7459 30 6.66666667

670A 7496 7501 5 40

483N 7515 7520 5 40

320V 7534 7539 5 40

713K 7544 7550 6 33.3333333

619M 7550 7562 12 16.6666667

115U 7557 7577 20 10

443L 7563 7594 31 6.4516129

720W 7579 7608 29 6.89655172

027E 7620 7625 5 40

364X 7683 7692 9 22.2222222

124X 7716 7743 27 7.40740741

896D 7726 7750 24 8.33333333

227Q 7734 7755 21 9.52380952

135D 7750 7772 22 9.09090909

882N 7759 7783 24 8.33333333 18.2692123

Page 11: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

LANE 2 Vehicle

Registration No

Entry

Time

Actual

Exit

Time

Time

taken in

Sec

Speed

(m/s)

Mean

speed

KBL 782L 0:14:38 0:15:10 32.00 6.250

KBS 327Y 0:15:06 0:15:46 40.00 5.000

KBX 613C 0:15:17 0:15:48 31.00 6.452

KBQ 736E 0:19:36 0:20:08 32.00 6.250

KBX 734Q 0:19:55 0:20:37 42.00 4.762

KBK 089V 0:20:01 0:20:45 44.00 4.545

KBS 532L 0:20:27 0:21:17 50.00 4.000

KBW 739Q 0:20:42 0:21:20 38.00 5.263

KBH 080J 0:20:45 0:22:46 121.00 1.653

KBR 624Y 0:20:57 0:22:56 119.00 1.681

KBJ 067U 0:22:06 0:22:59 53.00 3.774

KCB 053B 0:22:09 0:23:02 53.00 3.774

KAW 206B 0:22:30 0:23:14 44.00 4.545

KAY 527Y 0:22:45 0:23:23 38.00 5.263

KCB 012N 0:22:55 0:23:47 52.00 3.846

KBD 300K 0:23:00 0:23:57 57.00 3.509

KBY 341L 0:23:10 0:24:04 54.00 3.704

KCA 761L 0:23:25 0:24:16 51.00 3.922

KBC 323S 0:23:32 0:24:20 48.00 4.167

KBX 265P 0:23:41 0:24:22 41.00 4.878

KBV 571M 0:23:59 0:24:54 55.00 3.636

KBX 925P 0:24:21 0:25:20 59.00 3.390

KCC 960D 0:25:47 0:26:40 53.00 3.774

KAT 410F 0:25:58 0:26:50 52.00 3.846

KCA 313Z 0:26:08 0:26:54 46.00 4.348

KAY 782S 0:26:39 0:27:07 28.00 7.143

KBM 622B 0:26:41 0:27:08 27.00 7.407

KAA 673C 0:26:50 0:27:14 24.00 8.333

KBX 891R 0:26:51 0:27:17 26.00 7.692

KBY 974B 0:26:58 0:27:23 25.00 8.000

KBU 889M 0:27:00 0:27:29 29.00 6.897

KBY 247A 0:27:03 0:27:32 29.00 6.897

KBA 229T 0:27:32 0:27:58 26.00 7.692

KBM 737M 0:29:00 0:29:26 26.00 7.692

KAN 165R 0:29:04 0:29:38 34.00 5.882

KAX 702W 0:29:21 0:29:55 34.00 5.882

Page 12: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

KBR 183R 0:29:32 0:30:07 35.00 5.714

KBR 792B 0:29:42 0:30:44 62.00 3.226

KAU 288A 0:29:44 0:31:18 94.00 2.128

KAW 678R 0:30:19 0:31:44 85.00 2.353 4.979

KBY 852Q 0:30:24 0:31:49 85.00 2.353

KBJ 363M 0:31:07 0:31:56 49.00 4.082

KBR 017M 0:31:19 0:31:59 40.00 5.000

KBP 245J 0:31:32 0:32:06 34.00 5.882

KBM 923R 0:31:38 0:32:12 34.00 5.882

KBP 401G 0:31:40 0:32:22 42.00 4.762

KAY 113F 0:31:43 0:32:36 53.00 3.774

KBR 843E 0:31:46 0:32:45 59.00 3.390

KAV 955R 0:32:05 0:32:50 45.00 4.444

KBU 310H 0:32:11 0:32:52 41.00 4.878

KAL 076D 0:32:15 0:32:57 42.00 4.762

GKB 772C 0:32:18 0:33:16 58.00 3.448

KBY 974H 0:32:24 0:33:46 82.00 2.439

KAX 136W 0:32:27 0:33:50 83.00 2.410

KAH 125C 0:32:53 0:33:57 64.00 3.125

KBQ 674L 0:33:34 0:34:47 73.00 2.740

KBD 095J 0:34:10 0:34:52 42.00 4.762

KCA 087Q 0:34:23 0:35:22 59.00 3.390

KAV 215J 0:34:26 0:35:56 90.00 2.222

KBY 148R 0:34:29 0:35:58 89.00 2.247

KBS 390X 0:34:51 0:36:51 120.00 1.667

KBV 198M 0:35:31 0:36:58 87.00 2.299

KAU 412W 0:35:37 0:37:17 100.00 2.000

KAT 836L 0:35:44 0:37:22 98.00 2.041

KCB 924M 0:36:34 0:37:25 51.00 3.922

KBL 365X 0:36:46 0:37:36 50.00 4.000

KBX 567K 0:37:06 0:37:37 31.00 6.452

KBY 729Y 0:37:10 0:37:57 47.00 4.255

KBV 125S 0:37:21 0:38:23 62.00 3.226

KBW 758S 0:37:24 0:39:05 101.00 1.980

KCB 931G 0:37:37 0:39:13 96.00 2.083

KBX 906Z 0:38:07 0:39:36 89.00 2.247

KBN 219X 0:38:11 0:40:02 111.00 1.802

KBV 536E 0:39:19 0:40:24 65.00 3.077

KCB 248S 0:39:45 0:40:29 44.00 4.545

Page 13: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

KAT 460X 0:39:58 0:40:45 47.00 4.255

KAW 095U 0:40:10 0:41:29 79.00 2.532

KBV 893N 0:40:18 0:41:32 74.00 2.703

KBL 768C 0:40:23 0:41:38 75.00 2.667

KAQ 072A 0:41:11 0:41:43 32.00 6.250

KBW 628Q 0:41:14 0:41:48 34.00 5.882

KAH 490W 0:41:23 0:42:15 52.00 3.846

KBN 023H 0:41:35 0:42:24 49.00 4.082

GKA 217H 0:41:48 0:42:39 51.00 3.922

KBM 505B 0:41:56 0:43:47 111.00 1.802

KBP 050A 0:42:05 0:44:32 147.00 1.361

KBJ 930W 0:42:24 0:44:36 132.00 1.515

KAR 481P 0:43:35 0:44:47 72.00 2.778

KBX 561K 0:44:04 0:45:09 65.00 3.077

KBW 158B 0:44:06 0:45:10 64.00 3.125

KBZ 730E 0:44:13 0:45:54 101.00 1.980

KBX 846D 0:44:25 0:46:28 123.00 1.626

KBV 758U 0:44:52 0:46:32 100.00 2.000

KBR 294W 0:45:40 0:46:40 60.00 3.333 3.339

KAW 495D 0:46:10 0:46:47 37.00 5.405

KCB 566T 0:46:25 0:47:04 39.00 5.128

KBT 714C 0:46:30 0:47:11 41.00 4.878

KAS 948X 0:46:34 0:47:15 41.00 4.878

KBH 574S 0:46:38 0:47:21 43.00 4.651

KCB 413X 0:46:45 0:47:29 44.00 4.545

KBJ 765F 0:46:48 0:47:44 56.00 3.571

KAW 165C 0:46:52 0:47:55 63.00 3.175

KBU 117M 0:47:00 0:49:06 126.00 1.587

KBS 009B 0:48:14 0:49:21 67.00 2.985

KBW 613A 0:48:26 0:49:27 61.00 3.279

KBP 382B 0:48:35 0:49:34 59.00 3.390

KBZ 748Z 0:48:53 0:49:40 47.00 4.255

KAV 219B 0:49:12 0:49:49 37.00 5.405

KBV 736S 0:49:15 0:49:50 35.00 5.714

KBJ 619K 0:49:20 0:49:58 38.00 5.263

KAY 129D 0:49:24 0:50:03 39.00 5.128

KCA 069D 0:49:33 0:50:21 48.00 4.167

KBU 867X 0:49:40 0:50:27 47.00 4.255

KAC 203E 0:49:44 0:50:28 44.00 4.545

Page 14: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

KBB 824W 0:50:01 0:50:38 37.00 5.405

KBG 854L 0:50:05 0:50:41 36.00 5.556

KBX 288D 0:50:10 0:50:45 35.00 5.714

KBT 949V 0:50:23 0:50:56 33.00 6.061

KBT 782V 0:50:30 0:51:12 42.00 4.762

KZB 754W 0:50:39 0:51:24 45.00 4.444

KBD 376K 0:50:46 0:51:29 43.00 4.651

KBU 005B 0:50:58 0:51:32 34.00 5.882

KBS 265Z 0:51:02 0:51:42 40.00 5.000

KBM 988M 0:51:05 0:51:49 44.00 4.545

KCC 407B 0:51:10 0:51:51 41.00 4.878

KBZ 625C 0:51:21 0:51:56 35.00 5.714

KCB 006C 0:53:25 0:53:58 33.00 6.061

KAS 034Z 0:53:27 0:54:10 43.00 4.651

KBR 588H 0:53:30 0:54:20 50.00 4.000

KBL 332B 0:53:54 0:54:51 57.00 3.509

KCA 062C 0:54:04 0:54:56 52.00 3.846

KBJ 606R 0:54:32 0:55:04 32.00 6.250

KBX 665E 0:54:37 0:55:57 80.00 2.500

KBT 386A 0:54:49 0:56:06 77.00 2.597

KBU 189G 0:55:47 0:56:32 45.00 4.444

KBX 532U 0:55:50 0:57:05 75.00 2.667

KBX 550L 0:56:07 0:57:12 65.00 3.077

KCB 548T 0:56:13 0:57:13 60.00 3.333

KBV 121B 0:56:52 0:57:19 27.00 7.407

KBY 360Q 0:56:56 0:57:30 34.00 5.882

KBH 541 Z 0:57:00 0:57:32 32.00 6.250

KBH 527V 0:57:03 0:57:52 49.00 4.082

KBQ 827R 0:57:11 0:57:58 47.00 4.255

KBH 161L 0:57:24 0:58:13 49.00 4.082

KBL 470A 0:57:29 0:58:32 63.00 3.175

KCB 747B 0:57:31 0:58:37 66.00 3.030

KAT 229Y 0:57:47 0:59:22 95.00 2.105

KBS 498H 0:57:50 0:59:27 97.00 2.062

KCA 688T 0:57:55 0:59:33 98.00 2.041

KBL 194C 0:58:10 0:59:46 96.00 2.083

KAP 109L 0:58:18 0:59:56 98.00 2.041

KBG 535K 0:59:07 1:00:05 58.00 3.448

KAZ 409L 0:59:14 1:00:17 63.00 3.175

Page 15: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

KBU 788S 0:59:19 1:00:22 63.00 3.175

KCC 805E 0:59:30 1:00:30 60.00 3.333

KBB 828M 0:59:46 1:00:52 66.00 3.030

BS 237X 0:59:58 1:01:07 69.00 2.899 4.180

KBA 909V 1:00:01 1:02:01 120.00 1.667

KAR 735Q 1:00:06 1:02:18 132.00 1.515

KBG 714F 1:00:17 1:02:25 128.00 1.563

KBS 134Z 1:00:23 1:02:30 127.00 1.575

KBC 266Q 1:00:27 1:02:36 129.00 1.550

KBK 386N 1:01:45 1:03:07 82.00 2.439

KAH 862C 1:01:57 1:03:03 66.00 3.030

KAY 736X 1:02:13 1:03:10 57.00 3.509

KCA 047U 1:02:20 1:03:42 82.00 2.439

KBZ 744D 1:02:30 1:03:43 73.00 2.740

KBN 765U 1:02:42 1:03:50 68.00 2.941

KAV 632U 1:02:50 1:04:17 87.00 2.299

KBY 568P 1:02:56 1:04:43 107.00 1.869

KAM 169B 1:03:05 1:05:24 139.00 1.439

KBX 849W 1:03:22 1:05:28 126.00 1.587

KBX 424G 1:03:27 1:05:40 133.00 1.504

KBX 366D 1:03:31 1:05:45 134.00 1.493

KBK 933L 1:04:02 1:06:06 124.00 1.613

KBT 578G 1:05:10 1:06:12 62.00 3.226

KAM 487Z 1:05:16 1:06:13 57.00 3.509

KBR 961Z 1:05:24 1:06:14 50.00 4.000

KBP 412C 1:05:26 1:06:18 52.00 3.846

KBE 231M 1:05:42 1:06:31 49.00 4.082

KBV 674M 1:05:50 1:07:26 96.00 2.083

KCC 004G 1:05:58 1:07:52 114.00 1.754

KBY 335F 1:06:10 1:07:57 107.00 1.869

KAN 389H 1:06:59 1:07:58 59.00 3.390

KBM 110M 1:07:12 1:08:03 51.00 3.922

KAU 837Z 1:07:24 1:08:13 49.00 4.082

KCB 262F 1:07:30 1:08:19 49.00 4.082

KBF 128N 1:07:48 1:08:22 34.00 5.882

KAW 908L 1:07:53 1:08:30 37.00 5.405

KBT184A 1:08:07 1:10:33 146.00 1.370

KBL302J 1:08:15 1:10:41 146.00 1.370

KAY 284D 1:08:26 1:10:50 144.00 1.389

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KBJ 921V 1:08:31 1:10:55 144.00 1.389

KBC 803Y 1:09:06 1:11:12 126.00 1.587

KBR 191K 1:10:20 1:11:22 62.00 3.226

KAC 927A 1:10:27 1:11:32 65.00 3.077

KBW 769T 1:10:31 1:11:46 75.00 2.667

KBR 300H 1:10:44 1:11:50 66.00 3.030

KBQ 108E 1:10:50 1:12:13 83.00 2.410

KBA 147Z 1:10:53 1:12:25 92.00 2.174

KBL 330L 1:10:59 1:12:32 93.00 2.151

KBW 133B 1:11:09 1:12:45 96.00 2.083

KAT 332C 1:11:17 1:12:57 100.00 2.000

KBX 196L 1:11:38 1:13:36 118.00 1.695

KBS 409T 1:11:50 1:13:51 121.00 1.653

KAU 491G 1:12:35 1:14:08 93.00 2.151

GK B 954G 1:12:57 1:14:10 73.00 2.740

KCB 967W 1:13:08 1:14:40 92.00 2.174

KAZ 913Q 1:13:26 1:15:15 109.00 1.835

KCC 038J 1:13:33 1:15:34 121.00 1.653

KBP 999V 1:13:37 1:15:58 141.00 1.418

KCA 820Q 1:13:49 1:16:05 136.00 1.471

KAV 272T 1:14:08 1:16:12 124.00 1.613

KBQ 981R 1:14:10 1:16:20 130.00 1.538

KBP 859V 1:14:22 1:16:29 127.00 1.575

KBK 691B 1:14:24 1:16:31 127.00 1.575

KBH 772Y 1:15:01 1:16:37 96.00 2.083 2.383

KBE 939R 1:15:57 1:18:18 141.00 1.418

KBU 818U 1:16:11 1:18:34 143.00 1.399

KBR 753N 1:16:14 1:18:43 149.00 1.342

KAN 982Q 1:16:18 1:18:53 155.00 1.290

KBF 722A 1:16:52 1:18:58 126.00 1.587

KBJ 551S 1:18:20 1:19:18 58.00 3.448

KBT 159K 1:18:26 1:19:22 56.00 3.571

KAZ 097X 1:18:30 1:19:29 59.00 3.390

KBW 567H 1:18:39 1:19:46 67.00 2.985

KBK 084C 1:18:43 1:19:50 67.00 2.985

KAK 640X 1:18:46 1:19:58 72.00 2.778

KAX 541J 1:18:50 1:20:43 113.00 1.770

KBQ 083W 1:19:04 1:20:57 113.00 1.770

KAX 137R 1:19:09 1:21:14 125.00 1.600

Page 17: Highway Report[1]

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KBS 588F 1:19:19 1:21:20 121.00 1.653

KAY 626G 1:20:24 1:21:33 69.00 2.899

KBA 840D 1:20:42 1:21:36 54.00 3.704

KBV116Z 1:20:59 1:22:00 61.00 3.279

KBZ 148N 1:21:06 1:22:12 66.00 3.030

KBV 078L 1:21:17 1:22:19 62.00 3.226

KUU 015 1:21:31 1:22:32 61.00 3.279

KBH 098N 1:21:37 1:22:41 64.00 3.125

GK A 086V 1:21:58 1:22:55 57.00 3.509

KBM 706T 1:22:01 1:22:59 58.00 3.448

KAW 867X 1:22:13 1:24:15 122.00 1.639

KBK 125R 1:23:34 1:24:35 61.00 3.279

KBP 339J 1:23:54 1:24:46 52.00 3.846

KBS 590B 1:24:01 1:25:03 62.00 3.226

KBU 650E 1:24:18 1:25:56 98.00 2.041

KBP 751U 1:24:25 1:26:33 128.00 1.563

KBA 372L 1:24:40 1:26:47 127.00 1.575

KBV 297W 1:24:47 1:26:55 128.00 1.562

KBT 799B 1:25:40 1:26:59 79.00 2.532

KBG 046K 1:25:59 1:27:01 62.00 3.226

KBM 253H 1:26:11 1:27:06 55.00 3.636

KAR 923W 1:26:23 1:27:09 46.00 4.348

KBL 111L 1:26:34 1:27:16 42.00 4.762

KBU 970Q 1:26:47 1:27:33 46.00 4.348

KBV 116M 1:26:52 1:27:46 54.00 3.704

KAV 049P 1:26:57 1:27:48 51.00 3.922

KBR 684D 1:27:02 1:27:30 28.00 7.143

KBV 508F 1:27:10 1:28:15 65.00 3.077

KAE 919F 1:27:13 1:28:31 78.00 2.564

KAU 261W 1:27:26 1:28:44 78.00 2.564

KAR 364M 1:28:25 1:29:37 72.00 2.778

KAE 177P 1:29:06 1:29:51 45.00 4.444

KBY 015J 1:29:12 1:29:54 42.00 4.762

KBP 012M 1:29:19 1:30:08 49.00 4.082

KBL 143N 1:29:29 1:30:23 54.00 3.704

KBK 972X 1:29:36 1:30:40 64.00 3.125

KAZ 628B 1:29:48 1:31:18 90.00 2.222 2.983

KBW 509M 1:31:08 1:32:14 66.00 3.030

KCC 372H 1:31:27 1:32:20 53.00 3.774

Page 18: Highway Report[1]

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KAV 087L 1:31:34 1:32:28 54.00 3.704

KAZ 908M 1:32:10 1:33:19 69.00 2.899

KBQ 830L 1:32:14 1:33:49 95.00 2.105

KBY 900W 1:32:26 1:33:56 90.00 2.222

KBP 255V 1:33:30 1:34:05 35.00 5.714

KBB 388P 1:33:33 1:34:22 49.00 4.082

KBM 058H 1:33:36 1:34:34 58.00 3.448

KAN 473Y 1:33:50 1:34:38 48.00 4.167

KCA 786A 1:34:04 1:34:42 38.00 5.263

KCB 638H 1:34:42 1:35:10 28.00 7.143

KBL 901B 1:34:46 1:35:16 30.00 6.667

KBR 800X 1:34:53 1:35:24 31.00 6.452

KBD 619U 1:33:10 1:35:39 149.00 1.342

KBM 477L 1:33:19 1:35:43 144.00 1.389

KBR 997N 1:33:23 1:35:44 141.00 1.418

KBY 465P 1:33:29 1:35:46 137.00 1.460

KBX 646K 1:33:44 1:36:04 140.00 1.429

KAY 840R 1:36:34 1:37:01 27.00 7.407

KBD 859G 1:36:40 1:37:08 28.00 7.143

KBB 264W 1:37:00 1:37:12 12.00 16.667

KBV 477F 1:37:04 1:37:20 16.00 12.500

KBN 155K 1:37:13 1:37:29 16.00 12.500

KCA 510D 1:37:27 1:37:34 7.00 28.571

KAZ 460Q 1:37:31 1:37:37 6.00 33.333

KBW 808Z 1:37:48 1:38:07 19.00 10.526

KBP 484Z 1:38:11 1:38:29 18.00 11.111

KAY 804C 1:39:13 1:39:27 14.00 14.286

KBE 865B 1:39:42 1:39:57 15.00 13.333

KBS 882D 1:39:47 1:40:00 13.00 15.385

KBZ 685N 1:39:51 1:40:03 12.00 16.667

KBS 540F 1:39:54 1:40:11 17.00 11.765

KAE 961E 1:39:58 1:40:18 20.00 10.000

KAN 126L 1:40:01 1:40:24 23.00 8.696

KBX 098A 1:40:15 1:40:35 20.00 10.000

KBJ 083X 1:40:21 1:40:42 21.00 9.524

KBH 702Z 1:40:35 1:40:49 14.00 14.286

KBS 660Z 1:40:47 1:41:05 18.00 11.111

KAL 731F 1:42:04 1:42:21 17.00 11.765

KBY 341Q 1:42:12 1:42:32 20.00 10.000

Page 19: Highway Report[1]

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GK B 512C 1:42:20 1:42:36 16.00 12.500

KAR 033M 1:42:33 1:42:52 19.00 10.526

KBZ 034W 1:42:40 1:42:50 10.00 20.000

KBJ 191G 1:42:44 1:43:03 19.00 10.526

KBQ 969B 1:42:53 1:43:11 18.00 11.111

KBY 923B 1:43:08 1:43:28 20.00 10.000

KBU 712R 1:44:57 1:45:16 19.00 10.526

KAY 883Z 1:45:03 1:45:25 22.00 9.091 9.358

KBV 497Y 1:45:28 1:45:39 11.00 18.182

KBU 472X 1:45:33 1:46:00 27.00 7.407

KBN 154X 1:46:02 1:46:18 16.00 12.500

KBJ 003C 1:46:20 1:46:40 20.00 10.000

KBW 740N 1:47:35 1:47:51 16.00 12.500

KBZ 818F 1:47:55 1:48:04 9.00 22.222

KBQ 008M 1:48:09 1:48:23 14.00 14.286

KAZ 528Q 1:48:38 1:48:46 8.00 25.000

KAU 645X 1:48:40 1:48:59 19.00 10.526

KAQ 139G 1:48:41 1:49:01 20.00 10.000

KBL 161T 1:49:04 1:49:17 13.00 15.385

KBU 213Q 1:49:26 1:49:42 16.00 12.500

KBW 332E 1:49:41 1:49:58 17.00 11.765

KAJ 514W 1:50:10 1:50:29 19.00 10.526

KBP 416C 1:50:20 1:50:37 17.00 11.765

KBP 114Y 1:50:25 1:50:39 14.00 14.286

KAR 256J 1:50:29 1:50:48 19.00 10.526

KBT 837A 1:50:34 1:51:01 27.00 7.407

KAL 367U 1:50:41 1:51:12 31.00 6.452

KBV 058U 1:50:44 1:51:22 38.00 5.263

KBY 187Y 1:50:51 1:51:23 32.00 6.250

KBL 707P 1:51:02 1:51:24 22.00 9.091

KCC 393B 1:51:05 1:51:29 24.00 8.333

KBR 213Z 1:51:49 1:52:16 27.00 7.407

KAY 104X 1:53:14 1:53:34 20.00 10.000

KBZ 030E 1:53:47 1:54:03 16.00 12.500

KBY 747A 1:54:07 1:54:25 18.00 11.111

KBV 439X 1:54:17 1:54:42 25.00 8.000

KBL 886P 1:54:31 1:54:53 22.00 9.091

KBN 468K 1:54:44 1:55:05 21.00 9.524

KAV 643T 1:54:50 1:55:13 23.00 8.696

Page 20: Highway Report[1]

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KXW 258 1:55:03 1:55:26 23.00 8.696

KBZ 961M 1:55:41 1:55:56 15.00 13.333

KCA 898Q 1:55:50 1:56:05 15.00 13.333

KBV 249N 1:55:55 1:56:02 7.00 28.571

KBW 927X 1:56:16 1:56:28 12.00 16.667

KAR 020X 1:56:58 1:57:13 15.00 13.333

KAU 046Z 1:57:12 1:57:35 23.00 8.696

KBM 350Y 1:57:23 1:57:40 17.00 11.765

KBR 803V 1:57:41 1:57:59 18.00 11.111

KBV 263Q 1:57:57 1:58:17 20.00 10.000

KBC 029R 1:58:11 1:58:26 15.00 13.333

KBM 013U 1:58:16 1:58:31 15.00 13.333

KBU 178X 1:58:25 1:58:43 18.00 11.111

KBU 601Z 1:58:29 1:58:55 26.00 7.692

KBM 559P 1:58:34 1:58:56 22.00 9.091

KAW 252H 1:58:42 1:59:00 18.00 11.111

KBK 127J 1:59:02 1:59:23 21.00 9.524

KCB 580A 1:59:11 1:59:29 18.00 11.111

KCA 657S 1:59:19 1:59:46 27.00 7.407

KAQ 152Z 1:59:22 1:59:51 29.00 6.897

KBY 976D 1:59:34 1:59:59 25.00 8.000

KBA 916G 2:00:00 2:00:21 21.00 9.524 11.361

KBK 653S 2:00:25 2:00:42 17.00 11.765

KBU 217H 2:00:30 2:00:47 17.00 11.765

KBZ 534Z 2:00:52 2:01:12 20.00 10.000

KBA 849T 2:00:58 2:01:17 19.00 10.526

KBV 569G 2:01:03 2:01:30 27.00 7.407

KCC 964D 2:01:07 2:01:36 29.00 6.897

KBP 699E 2:01:19 2:01:39 20.00 10.000

KBK 400E 2:01:27 2:01:46 19.00 10.526

KBS 177A 2:01:34 2:01:57 23.00 8.696

KBS 497B 2:01:54 2:01:57 3.00 66.667

KAU 524K 2:02:09 2:02:15 6.00 33.333

KBU 952E 2:02:18 2:02:28 10.00 20.000

KBP 698P 2:02:20 2:02:31 11.00 18.182

KBU 477Y 2:02:27 2:02:46 19.00 10.526

KBT 792T 2:02:32 2:02:49 17.00 11.765

KBA 212F 2:03:11 2:03:36 25.00 8.000

KBX 741X 2:03:26 2:04:06 40.00 5.000

Page 21: Highway Report[1]

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KCC 752B 2:04:09 2:04:53 44.00 4.545

KAJ 799X 2:04:33 2:05:17 44.00 4.545

KAQ 343H 2:04:39 2:05:31 52.00 3.846

KBY 734B 2:04:47 2:05:37 50.00 4.000

KBS 232J 2:05:32 2:05:59 27.00 7.407

KBW 180Y 2:05:44 2:06:39 55.00 3.636

KBX 288C 2:05:47 2:06:46 59.00 3.390

KBV 226Z 2:06:15 2:07:04 49.00 4.082

KBG 134C 2:06:31 2:07:46 75.00 2.667

KBL 776A 2:06:39 2:07:55 76.00 2.632

KBU 694Z 2:06:43 2:08:04 81.00 2.469

KBQ 391F 2:07:32 2:08:10 38.00 5.263

KBQ 820K 2:07:39 2:08:12 33.00 6.061

KBR 708A 2:07:46 2:08:16 30.00 6.667

KBQ 581N 2:07:50 2:08:23 33.00 6.061

KBG 852E 2:07:54 2:08:40 46.00 4.348

KCA 030X 2:07:57 2:08:43 46.00 4.348

KCC 750B 2:08:05 2:08:44 39.00 5.128

KBT 815P 2:08:14 2:08:46 32.00 6.250

KBX 739M 2:08:33 2:09:13 40.00 5.000

KBJ 882S 2:08:40 2:09:15 35.00 5.714

KBQ 567C 2:09:00 2:09:34 34.00 5.882

KBF 966A 2:09:40 2:10:16 36.00 5.556

KAY 417X 2:10:00 2:10:29 29.00 6.897 9.206

LANE 3 VEHICLE REG NO

TIME IN TIME OUT TIME TAKEN

SPEED MEAN

SPEED

HRS MINS SECS HRS MINS SECS SECS

064T 0 2 3 0 2 10 7 28.57143

396E 0 2 12 0 2 15 3 66.66667

061M 0 2 16 0 2 20 4 50

246R 0 3 39 0 3 44 5 40

700X 0 3 41 0 3 53 12 16.66667

505M 0 3 52 0 4 3 11 18.18182

417G 0 4 18 0 4 25 7 28.57143

831Y 0 4 29 0 4 34 5 40

572W 0 4 43 0 4 52 9 22.22222

942A 0 5 10 0 5 15 5 40

035U 0 5 32 0 5 38 6 33.33333

Page 22: Highway Report[1]

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270C 0 5 36 0 5 42 6 33.33333

699L 0 5 40 0 5 47 7 28.57143

893L 0 7 13 0 7 17 4 50

661C 0 7 26 0 7 31 5 40

144G 0 7 28 0 7 34 6 33.33333

962L 0 8 9 0 8 16 7 28.57143

821J 0 11 55 0 12 0 5 40

102K 0 12 5 0 12 9 4 50

180R 0 14 18 0 14 22 4 50

157C 0 14 19 0 14 25 6 33.33333

395N 0 14 23 0 14 27 4 50

510T 0 14 25 0 14 30 5 40

140A 0 14 41 0 14 47 6 33.33333

178B 0 14 43 0 14 49 6 33.33333

909Y 0 14 59 0 15 4 5 40 37.23166

640G 0 15 2 0 15 12 10 20

904C 0 15 42 0 15 46 4 50

637Y 0 15 46 0 15 54 8 25

664G 0 16 26 0 16 35 9 22.22222

082Z 0 16 48 0 16 55 7 28.57143

886Y 0 17 15 0 17 20 5 40

055A 0 17 22 0 17 32 10 20

379N 0 17 23 0 17 34 11 18.18182

793Q 0 17 25 0 17 37 12 16.66667

412D 0 17 31 0 17 45 14 14.28571

026K 0 17 35 0 17 50 15 13.33333

022T 0 19 2 0 19 13 11 18.18182

141W 0 19 11 0 19 17 6 33.33333

473M 0 19 25 0 19 32 7 28.57143

842A 0 19 33 0 19 38 5 40

145J 0 19 38 0 19 52 14 14.28571

869R 0 19 47 0 19 55 8 25

076Z 0 19 51 0 20 0 5 40

686W 0 20 17 0 20 30 13 15.38462

498B 0 22 14 0 22 19 5 40

572D 0 22 18 0 22 26 8 25

357Y 0 22 32 0 22 37 5 40

649P 0 22 50 0 23 0 10 20

A022H 0 23 8 0 23 13 5 40

682D 0 23 36 0 23 45 9 22.22222

793F 0 24 46 0 24 49 3 66.66667

Page 23: Highway Report[1]

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064F 0 24 48 0 24 52 4 50

266D 0 25 11 0 25 18 7 28.57143

566K 0 25 31 0 25 35 4 50

402A 0 25 37 0 25 40 3 66.66667

259Q 0 25 39 0 25 51 12 16.66667

799S 0 25 59 0 26 9 10 20

668M 0 27 10 0 27 23 13 15.38462

918R 0 27 40 0 27 50 10 20

686B 0 27 57 0 28 7 10 20

239M 0 27 58 0 28 12 14 14.28571

649D 0 28 4 0 28 16 12 16.66667

522H 0 28 28 0 28 36 8 25

527H 0 29 12 0 29 15 3 66.66667

110Y 0 29 14 0 29 21 7 28.57143

885T 0 29 19 0 29 25 6 33.33333

683S 0 29 24 0 29 30 6 33.33333

713K 0 29 28 0 29 36 8 25

219X 0 29 31 0 29 40 9 22.22222

100A 0 29 37 0 29 44 7 28.57143

561D 0 29 46 0 29 52 6 33.33333 29.37349

286Z 0 31 30 0 31 37 7 28.57143

438D 0 31 58 0 32 6 8 25

220F 0 32 10 0 32 15 5 40

984Z 0 32 18 0 32 20 2 100

535N 0 32 52 0 32 58 6 33.33333

332A 0 33 46 0 34 2 16 12.5

102Q 0 34 20 0 34 28 8 25

962R 0 34 21 0 34 29 8 25

030A 0 34 28 0 34 35 7 28.57143

216U 0 34 32 0 34 40 8 25

622X 0 34 48 0 35 0 12 16.66667

334I 0 34 57 0 35 5 8 25

516C 0 35 13 0 35 19 6 33.33333

080Q 0 35 29 0 35 35 6 33.33333

837T 0 36 32 0 36 44 12 16.66667

249K 0 37 21 0 37 25 4 50

849X 0 37 32 0 37 39 7 28.57143

366H 0 37 36 0 37 41 5 40

313N 0 37 39 0 37 44 5 40

955Y 0 37 43 0 37 50 7 28.57143

198F 0 37 46 0 37 55 9 22.22222

Page 24: Highway Report[1]

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050B 0 37 51 0 38 0 9 22.22222

685M 0 38 3 0 38 10 7 28.57143

538J 0 38 26 0 38 31 5 40

008A 0 38 21 0 38 35 14 14.28571

211R 0 38 33 0 38 40 7 28.57143

157X 0 38 37 0 38 42 5 40

632D 0 38 39 0 38 49 10 20

821A 0 38 41 0 38 52 11 18.18182

094R 0 38 45 0 38 55 10 20

983Q 0 38 51 0 38 58 7 28.57143

410R 0 38 55 0 39 2 7 28.57143

208T 0 39 11 0 39 17 6 33.33333

998L 0 39 15 0 39 20 5 40

327W 0 39 27 0 39 33 6 33.33333

461N 0 39 41 0 39 46 5 40

413T 0 39 50 0 39 56 6 33.33333

201F 0 41 0 0 41 4 4 50

249Z 0 41 37 0 41 42 5 40

411J 0 41 39 0 41 43 4 50

214E 0 41 45 0 41 50 5 40

975Y 0 41 53 0 41 57 4 50

211Z 0 42 19 0 42 22 3 66.66667

181Y 0 43 52 0 43 57 5 40

554U 0 44 59 0 45 5 6 33.33333 33.69593

998G 0 45 7 0 45 11 4 50

201C 0 45 12 0 45 18 6 33.33333

369T 0 45 15 0 45 20 5 40

863P 0 45 37 0 45 42 5 40

115C 0 45 43 0 45 47 4 50

142U 0 45 44 0 45 50 6 33.33333

869A 0 45 50 0 45 55 5 40

503Z 0 47 32 0 47 38 6 33.33333

951F 0 47 44 0 47 48 4 50

022N 0 47 45 0 47 50 5 40

445W 0 47 59 0 48 3 4 50

651E 0 48 9 0 48 14 5 40

948B 0 48 16 0 48 22 6 33.33333

437Y 0 48 24 0 48 29 5 40

478X 0 48 29 0 48 35 6 33.33333

077J 0 48 32 0 48 39 7 28.57143

980X 0 49 12 0 49 15 3 66.66667

Page 25: Highway Report[1]

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263A 0 50 19 0 50 25 6 33.33333

582X 0 50 24 0 50 29 5 40

979X 0 50 28 0 50 31 3 66.66667

366Y 0 50 45 0 50 51 6 33.33333

518R 0 50 50 0 50 55 5 40

966P 0 50 53 0 50 57 4 50

388M 0 50 55 0 50 59 4 50

145L 0 50 58 0 51 1 3 66.66667

043C 0 51 35 0 51 40 5 40

560T 0 51 45 0 51 49 4 50

519F 0 51 49 0 51 51 2 100

400M 0 52 20 0 52 26 6 33.33333

591V 0 53 21 0 53 27 6 33.33333

126S 0 53 34 0 53 41 7 28.57143

719J 0 53 39 0 53 44 5 40

311S 0 53 42 0 53 48 6 33.33333

118P 0 53 48 0 53 52 4 50

542T 0 53 54 0 53 57 3 66.66667

323R 0 53 56 0 54 1 5 40

694H 0 53 59 0 54 4 5 40

722L 0 54 43 0 54 47 4 50

510U 0 55 20 0 55 26 6 33.33333

801M 0 55 29 0 55 35 6 33.33333

690P 0 55 38 0 55 43 5 40

281K 0 55 40 0 55 45 5 40

175P 0 54 48 0 54 52 4 50

220D 0 55 59 0 56 6 7 28.57143

880Z 0 56 4 0 56 9 5 40

184P 0 56 9 0 56 15 6 33.33333

445D 0 56 30 0 56 35 5 40

KAF18 0 56 42 0 56 49 7 28.57143

954X 0 58 28 0 58 34 6 33.33333

505V 0 58 36 0 58 41 5 40

962B 0 58 47 0 58 58 11 18.18182

665D 0 59 0 0 59 7 7 28.57143

499E 0 59 24 0 59 31 7 28.57143

286D 0 59 28 0 59 34 6 33.33333 41.41254

236G 0 0 59 1 1 5 6 33.33333

843G 1 1 8 1 1 14 6 33.33333

118Z 1 1 14 1 1 20 6 33.33333

099P 1 1 24 1 1 33 9 22.22222

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777D 1 1 27 1 1 38 11 18.18182

636H 1 1 35 1 1 47 12 16.66667

253K 1 1 49 1 1 53 4 50

030C 1 3 30 1 3 35 5 40

301H 1 3 36 1 3 44 8 25

209R 1 3 53 1 4 4 11 18.18182

619A 1 4 20 1 4 25 5 40

886T 1 5 51 1 5 54 3 66.66667

991H 1 6 13 1 6 16 3 66.66667

556L 1 6 15 1 6 20 5 40

810S 1 6 20 1 6 28 8 25

491Q 1 6 24 1 6 34 10 20

734Z 1 6 29 1 6 40 11 18.18182

268G 1 6 34 1 6 44 10 20

116F 1 6 40 1 6 53 13 15.38462

754P 1 6 45 1 6 55 10 20

873J 1 6 49 1 6 58 9 22.22222

634M 1 6 56 1 7 2 6 33.33333

914G 1 7 2 1 7 8 6 33.33333

565X 1 7 3 1 7 15 12 16.66667

609N 1 8 25 1 8 37 12 16.66667

962M 1 8 28 1 8 39 11 18.18182

200R 1 8 55 1 9 1 6 33.33333

411U 1 9 2 1 9 7 5 40

828A 1 9 8 1 9 14 6 33.33333

692U 1 9 11 1 9 17 6 33.33333

274P 1 9 28 1 9 33 5 40

087Z 1 9 31 1 9 37 6 33.33333

860N 1 9 35 1 9 44 9 22.22222

806Z 1 9 39 1 9 48 9 22.22222

617A 1 9 41 1 9 50 9 22.22222

354K 1 9 45 1 9 54 9 22.22222

473J 1 9 54 1 10 5 6 33.33333

547J 1 10 11 1 10 20 9 22.22222

953M 1 10 18 1 10 28 10 20

360H 1 10 23 1 10 29 6 33.33333

070F 1 10 42 1 10 46 4 50

762E 1 10 46 1 10 49 3 66.66667

258I 1 11 50 1 11 56 6 33.33333

765W 1 11 53 1 12 1 8 25

911Z 1 11 56 1 12 7 11 18.18182

Page 27: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

631B 1 11 59 1 12 10 11 18.18182

349H 1 12 4 1 12 15 11 18.18182

037B 1 12 9 1 12 18 9 22.22222

441M 1 12 25 1 12 32 7 28.57143

649D 1 12 30 1 12 41 11 18.18182

927J 1 12 32 1 12 42 10 20

246P 1 12 33 1 12 44 11 18.18182

530E 1 12 40 1 12 51 11 18.18182

A012B 1 12 50 1 12 56 6 33.33333

732N 1 14 20 1 14 23 3 66.66667

224Y 1 14 30 1 14 36 6 33.33333

265M 1 14 37 1 14 46 9 22.22222

572N 1 14 40 1 14 48 8 25

792U 1 14 43 1 14 54 11 18.18182

060L 1 14 48 1 14 58 10 20

730W 1 14 52 1 15 1 9 22.22222 29.00839

858L 1 15 8 1 15 17 9 22.22222

456Y 1 15 19 1 15 22 3 66.66667

423E 1 15 21 1 15 23 2 100

CD5K 1 15 30 1 15 32 2 100

404R 1 16 3 1 16 9 6 33.33333

598F 1 17 5 1 17 12 7 28.57143

904H 1 17 14 1 17 16 2 100

015G 1 18 11 1 18 16 5 40

088R 1 18 59 1 19 2 3 66.66667

053R 1 19 7 1 19 11 4 50

633U 1 19 11 1 19 14 3 66.66667

912V 1 19 13 1 19 17 4 50

373P 1 20 16 1 20 20 4 50

359A 1 20 19 1 20 24 5 40

608P 1 20 25 1 20 28 3 66.66667

210U 1 20 31 1 20 35 4 50

662N 1 20 33 1 20 37 4 50

476Y 1 20 36 1 20 40 4 50

681X 1 20 43 1 20 50 7 28.57143

191F 1 21 44 1 21 52 8 25

253P 1 21 48 1 21 56 8 25

971Y 1 22 3 1 22 10 7 28.57143

672B 1 22 20 1 22 31 11 18.18182

220E 1 22 30 1 22 38 8 25

839H 1 22 38 1 22 42 4 50

Page 28: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

324Q 1 22 41 1 22 51 10 20

848Q 1 22 57 1 23 0 3 66.66667

724E 1 23 1 1 23 5 4 50

315R 1 23 3 1 23 8 5 40

469N 1 23 6 1 23 10 4 50

216D 1 23 23 1 23 28 5 40

544U 1 23 28 1 23 31 3 66.66667

215X 1 24 39 1 24 42 3 66.66667

095T 1 25 0 1 25 4 4 50

652Y 1 25 10 1 25 13 3 66.66667

607U 1 25 14 1 25 17 3 66.66667

944Z 1 25 25 1 25 29 4 50

094D 1 25 38 1 25 41 3 66.66667

411F 1 26 2 1 26 6 4 50

900K 1 26 6 1 26 12 6 33.33333

165E 1 26 17 1 26 27 10 20

438V 1 27 26 1 27 37 11 18.18182

732P 1 27 40 1 27 45 5 40

554Q 1 28 2 1 28 7 5 40

307G 1 28 11 1 28 15 4 50

097R 1 28 24 1 28 28 4 50

952H 1 28 29 1 28 32 3 66.66667

306K 1 28 31 1 28 34 3 66.66667

288P 1 28 33 1 28 40 7 28.57143

696L 1 28 38 1 28 44 6 33.33333

282X 1 30 24 1 30 27 3 66.66667 48.91251

659H 1 30 26 1 30 29 3 66.66667

040R 1 30 28 1 30 34 6 33.33333

368T 1 30 47 1 30 51 4 50

911D 1 30 48 1 30 53 5 40

384U 1 30 51 1 30 56 5 40

746C 1 30 56 1 31 1 5 40

776B 1 31 2 1 31 11 9 22.22222

222G 1 31 12 1 31 19 7 28.57143

762J 1 32 31 1 32 34 3 66.66667

790D 1 33 19 1 33 22 3 66.66667

594Y 1 33 21 1 33 24 3 66.66667

140R 1 33 30 1 33 38 8 25

951A 1 34 4 1 34 7 3 66.66667

548F 1 34 11 1 34 22 11 18.18182

776D 1 35 14 1 35 17 3 66.66667

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F16/40425/2011 OUKO FRANKLIN RAGIRA

612F 1 35 40 1 35 47 7 28.57143

259E 1 35 53 1 35 59 6 33.33333

670R 1 35 55 1 36 2 7 28.57143

312W 1 36 11 1 36 15 4 50

214F 1 36 19 1 36 23 4 50

571D 1 38 22 1 38 25 3 66.66667

797H 1 38 24 1 38 27 3 66.66667

945A 1 38 27 1 38 30 3 66.66667

340D 1 38 29 1 38 32 3 66.66667

060D 1 38 42 1 38 46 4 50

165E 1 38 46 1 38 52 6 33.33333

507Q 1 38 50 1 38 55 5 40

192V 1 38 51 1 39 0 9 22.22222

157G 1 38 52 1 39 2 10 20

995R 1 38 57 1 39 9 12 16.66667

385B 1 39 5 1 39 14 9 22.22222

002E 1 39 20 1 39 22 2 100

939W 1 39 25 1 39 32 7 28.57143

373S 1 39 54 1 39 58 4 50

665E 1 41 30 1 41 36 6 33.33333

501L 1 42 9 1 42 13 4 50

255Q 1 42 16 1 42 26 10 20

724T 1 42 31 1 42 39 8 25

753A 1 42 33 1 42 41 8 25

518Y 1 42 53 1 42 59 6 33.33333

787J 1 43 2 1 43 6 4 50

872Y 1 43 10 1 43 18 8 25

54K 1 43 32 1 43 43 11 18.18182

749Q 1 43 55 1 44 3 8 25

973C 1 45 22 1 45 27 5 40 41.82924

599Q 1 46 13 1 46 21 8 25

188V 1 46 23 1 46 29 6 33.33333

818Y 1 46 25 1 46 31 6 33.33333

414N 1 46 33 1 46 44 11 18.18182

896J 1 46 41 1 46 49 8 25

817A 1 46 50 1 46 57 7 28.57143

054W 1 46 53 1 47 0 7 28.57143

896W 1 46 55 1 47 6 11 18.18182

517S 1 46 58 1 47 9 11 18.18182

805D 1 47 5 1 47 16 11 18.18182

299C 1 47 7 1 47 19 12 16.66667

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F16/40425/2011 OUKO FRANKLIN RAGIRA

717C 1 47 20 1 47 27 7 28.57143

454H 1 47 26 1 47 34 8 25

820X 1 47 29 1 47 38 9 22.22222

981N 1 47 54 1 48 0 6 33.33333

351A 1 48 0 1 48 11 11 18.18182

561A 1 48 16 1 48 22 6 33.33333

616U 1 49 20 1 49 24 4 50

321N 1 50 9 1 50 16 7 28.57143

339W 1 50 19 1 50 29 10 20

979V 1 50 30 1 50 39 9 22.22222

624X 1 50 34 1 50 45 11 18.18182

047A 1 50 47 1 50 55 8 25

11T 1 51 53 1 51 8 15 13.33333

257V 1 51 10 1 51 24 14 14.28571

290E 1 51 13 1 51 26 13 15.38462

360R 1 51 24 1 51 31 7 28.57143

275Y 1 51 15 1 51 33 18 11.11111

996R 1 51 17 1 51 39 22 9.090909

057F 1 51 32 1 51 54 22 9.090909

559D 1 52 58 1 53 11 13 15.38462

860F 1 53 28 1 53 40 12 16.66667

338Z 1 53 38 1 53 49 11 18.18182

355D 1 53 40 1 53 50 10 20

976P 1 53 45 1 53 56 11 18.18182

432H 1 53 52 1 54 3 11 18.18182

877P 1 53 55 1 54 8 13 15.38462

519J 1 54 38 1 54 49 11 18.18182

237W 1 54 42 1 54 54 12 16.66667

782F 1 54 44 1 55 0 16 12.5

537V 1 56 3 1 56 10 7 28.57143

721F 1 56 7 1 56 12 5 40

668T 1 56 17 1 56 31 14 14.28571

882U 1 56 21 1 56 34 13 15.38462

314D 1 56 31 1 56 43 12 16.66667

290V 1 56 33 1 56 48 15 13.33333

011X 1 56 35 1 56 50 15 13.33333

240Q 1 56 37 1 56 52 15 13.33333

237E 1 56 42 1 56 58 16 12.5

487L 1 56 45 1 57 1 16 12.5

592C 1 56 46 1 57 3 17 11.76471

961Q 1 56 56 1 57 12 16 12.5

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262N 1 56 58 1 57 16 18 11.11111

144J 1 57 2 1 57 19 17 11.76471

685S 1 57 14 1 57 29 15 13.33333

180L 1 57 18 1 57 35 17 11.76471 19.82439

TRAFFIC VOLUME

Lane 1 (pcu)

Mean speed

Lane 2 (pcu)

Mean speed

Lane 3 (pcu)

Mean speed

9:30-9:45 55 3.389 108 4.979 64 5

9:45-10:00 74 43.081 114 3.339 69 10

10:00-10:15 71 44.765 123 4.18 74 9

10:15-10:30 84 41.779 129 2.383 89 11

10:30-10:45 80 25.052 145 2.983 87 10

10:45-11:00 66 41.861 129 9.358 92 7

11:00-11:15 64 48.951 124 11.361 65 10

11:15-11:30 75 18.269 149 9.206 109 3

Page 32: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

Graph of flow against speed, lane 1

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90

Mea

n s

pee

d (

V)

m/s

Traffic flow, Q

Page 33: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

Graph of flow against speed, lane 2

0

2

4

6

8

10

12

14

16

0 20 40 60 80 100 120 140 160

Mea

n s

pee

ds

(V m

/s)

Traffic flow, Q

Page 34: Highway Report[1]

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Graph of flow against speed, lane 3

Discussion Qmax lane 1 = Vo = Vmax =

Qmax lane 2 = Vo = Vmax =

Qmax lane 3 = Vo = Vmax =

The above obtained values vary from the design values of 2000 vph and a speed of 80 kph. This can be

attributed to the fact that the section considered wasn’t an ideal one in the sense that traffic flow is between

two roundabouts for which the flow is controlled manually by a police officer.

The interpretation of the data collected indicates that the curve so obtained relating speed and flow is

parabolic. This is true for linear relationship between speed and concentration. The curve should start from

zero since the speed is zero when the flow is zero. At maximum speed, V max, the flow again is zero and this

represents the free flow conditions. For intermediate value of speed, the volume will vary widely and the

maximum is reached which corresponds to the capacity of road.

From the graph the expression Q=QM – (VO –V), the expression which is parabolic is confirmed.

Speed surveys and traffic volume counts are useful in the following areas:

0

10

20

30

40

50

60

70

80

0 20 40 60 80 100 120

Mea

n s

pee

ds,

V(m

/s)

Traffic flow, Q

Page 35: Highway Report[1]

F16/40425/2011 OUKO FRANKLIN RAGIRA

Speed enables the regulation and control of traffic operation by provision of safe speed limit and

speed zoning.

Traffic signals design requires speed data.

For geometric design of roadways.

For analyzing cause of accidents and identifying the relationships between speed and accident.

For determining problem of congestion on roads and relating capacity with speeds.

Traffic counts data is useful in the following areas:

Programming for maintenance needs of a highway.

Evaluation of the financial viability of toll financed roads.

From the study therefore, data collected was of limited use largely because it was short term and mostly due

to large volume of vehicles using the section, sampling was done only for vehicle speeds. This makes the data

collected lack concrete representation of the problem at hand. However with continuous counts, the

seasonal variations of traffic flow could as well have been determined together with their capacities.

Some of the sources of error in this exercise include

Perfect synchronizing of the stopwatches was practically impossible

Incoordination between the various groups while collecting the data

CONCLUSION We were able to obtain the relationship between speed and volume count. It was also established that the

maximum flow = vph while maximum speed= kph

REFFERENCES Class notes.

Parker J.F-Highway Engineering.

Gichaga F.J and Parker-Essentials of Highway Engineering.

Transportation Engineering Traffic manual.

Principles and Practices of Highway Engineering- Dr.L. R Kadyali and Dr.N.B. Lal

ROUNDABOUT DESIGN

SCOPE Carryout vehicular flow at the junction between Westlands- Kileleshwa road and Riverside road and design a

suitable Roundabout that can accommodate the volume.

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Introduction Modern roundabouts are near circular intersections at grade. They are an effective intersection with fewer

conflict points and lower speeds and they provide for easier decision making than conventional intersections.

They also require less maintenance than traffic signals.

Roundabout design is an iterative process. A well designed roundabout achieves a balance of safety and

efficiency. Good design is the process of creating the smooth curvature, channelization and deflection

required to achieve consistent speeds, well-marked lane paths and appropriate sight distance.

It follows that as a thumb rule for good highway design different combinations should be tested in order to

check the performance characteristics of each option and the best option determined.

The basic most step of roundabout design is the determination of volume of traffic incident on it together

with the various turning, merging and conflicting movements involved for which the basis of design will be

the flow estimate for some point in the future.

Principles of good design As a thumb rule, for good the intersection to operate well under the prevailing traffic conditions, the

following principles may help the designer to achieve this objective.

The number of intersections should the intersections should be kept to a minimum If necessary,

some minor roads may be connected with each other before joining a major road.

The geometric layout should be selected that hazardous movements by drivers are eliminated. This

can be done by various techniques such as channelizing and staggering.

The design should permit the driver to discern quickly either from the layout or from the traffic signs

the path he should follow and the actions of merging and diverging. This can be achieved by a good

layout, traffic islands, signs and carriageway markings. Good visibility improves safety.

The layout should follow the natural vehicle paths. Smoothness in contrast to abrupt and sharp

corners, should guide minor streams of traffic into stopping or slowing down positions.

The number of conflict points should be minimized by separating some of the many cutting, merging

or diverging movements.

Vehicles that are forced to wait in order to cross traffic stream should be provided with adequate

space at the junction.

Apparatus Synchronized watches

Datasheet for recording

Phones (GPS)

Methodology The traffic flow pattern at the junction was traced and traffic volume count carried out 15 minutes being

taken for each of the flows.

Each of the 15 minute volumes was then blown into hourly volume.

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Results

Column1 Column2 Column3 Column4 Column5 Column6 Column7 Column8

1 2 3 4 5 6 7

9.45-10.00 972 116 384 492 800 180 32

10-10.15 1000 104 408 488 760 184 32

10.15-10.30 940 100 368 488 660 128 36

10.30-10.45 844 76 420 504 760 168 24

10.45-11.00 964 108 400 492 736 156 36

11.00-11.15 900 100 460 440 596 172 44

11.15-11.30 1000 96 360 504 592 160 32

11.30-11.45 1000 112 428 484 624 80 36

Column1 Column9

Column10

Column11

Column12

Column13

Column14

Column15

Column16

Column17

8 9 10 11 12 13 14 15 16

9.45-10.00 320 400 104 156 164 716 68 116 500

10-10.15 480 452 100 196 132 708 56 100 652

10.15-10.30 500 440 88 172 140 712 48 96 508

10.30-10.45 612 440 104 148 180 820 40 116 604

10.45-11.00 600 500 116 220 160 736 116 148 500

11.00-11.15 716 328 84 92 180 704 60 108 560

11.15-11.30 440 400 120 168 140 788 64 144 592

11.30-11.45 556 340 100 200 112 700 32 116 508

DESIGNING A ROUNDABOUT After completing the capacity analysis, the geometric design of the roundabout usually follows. The

roundabout shape is one of the most important decision a designer makes, because the shape can affect

design elements that affect safety performance and operation of the roundabout. The desirable shape of a

roundabout is usually circular, but an elliptical, racetrack or teardrop shape can be used depending on the

actual conditions on the ground

Ideal alignment offers an entry design that provides deflection, speed control and reasonable view angles to

drivers while balancing property impacts and costs. While most intersections are at 900 angles and most

through movements are straight, deflection contributes to the safety performance of a roundabout.

Deflection is primarily achieved by placing a central island and supporting it with splitter islands on both

entries to the roundabout

There are 3 choices for attaching the entry legs to the circulatory roadway

The offset left alignment constraints the entry , slowing vehicles and opens up the exit for efficient

degrees

Page 38: Highway Report[1]

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The offset right tends to allow faster entry and constraints the exit

The symmetrical alignment is acceptable for slower speeds

In this case a circular roundabout with symmetrical alignment was chosen

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Conclusion The junction has been found to be sufficient and the above proposed design can be adopted

References Class notes

Highway and traffic engineering in developing countries

Transport planning and traffic engineering edited by C A O’flaherty