Subject: Final Draft Report: Miller Creek Road Interchange ... Creek Rd... · 141 Stony Circle...

Pleasanton3875 Hopyard Road

Suite 200Pleasanton, CA

94588-8526925.463.0611

925.463.3690 fax

Fresno516 W. Shaw Avenue

Suite 200Fresno, CA93704-2515

559.325.7530559.221.4940 fax

Sacramento980 Ninth Street

16th FloorSacramento, CA

95814-2736916.449.9095

Santa Rosa141 Stony Circle

Suite 280Santa Rosa, CA

95401-4110707.575.5800

707.575.5888 fax

[email protected]

February 8, 2008 Mr. Amanuel Haile Project Manager Marin County Department of Public Works P.O. Box 4186 San Rafael, CA 94913-4186 Subject: Final Draft Report: Miller Creek Road Interchange Traffic Calming Study

(Project No. 036-038) Dear Mr. Haile: The purpose of this letter report is to provide a summary of results for the subject study. For several years, Marinwood residents have expressed concerns that southbound commuters on nearby U.S. 101 are using the southbound off-ramp at Miller Creek Road to bypass the freeway congestion during a.m. peak commute hours. Several attempts have already been made in the past to either eliminate or reduce cut-through traffic at this location. Under Marin County direction, TJKM has collected extensive travel time and volume data in the field to estimate the extent of the cut-through issue. The focus of our study has been to develop effective solutions to keep commute traffic on the U.S. 101 freeway and prevent the bypass of freeway congestion via local county roads. TJKM has developed several preliminary recommended alternatives with the goal of reducing or eliminating cut-through commute traffic. The preliminary alternatives described in this letter report are meant to guide the ongoing public input process and to help build consensus on a traffic calming solution for the Marinwood area acceptable to residents, the County, and Caltrans. Shortcut Routes to Bypass U.S. 101 Southbound A.M. Congestion According to County and residents’ input, there are three potential shortcut routes that a.m. peak period commuters are currently using to bypass typical congested conditions on the U.S. 101 Southbound freeway. They are as follows:

• Route 1 (R1): Use 101 Southbound off-ramp to Miller Creek Road, then pass straight through the ramp intersection to return to the freeway via the Miller Creek Road on-ramp

• Route 2 (R2): Use 101 Southbound off-ramp to Miller Creek Road, turn right onto Miller Creek Road, make a U-turn at the Marinwood Avenue intersection, then return to the freeway via the Miller Creek Road on-ramp

• Route 3 (R3): Use 101 Southbound off-ramp to Miller Creek Road, turn right onto Miller Creek Road, turn left onto Las Gallinas Avenue, turn left onto Lucas Valley Road, then return to the freeway via the Lucas Valley Road on-ramp

The above three cut-through routes are illustrated in Figure 1. It should be noted that in each case, motorists are utilizing a continuous auxiliary lane on the southbound freeway between the upstream Alameda Del Prado on-ramp and Miller Creek Road off-ramp.

36-038 - 2/5/07 - AK

Figure

1Marin County – Miller Creek Road Interchange Traffic Calming StudyObserved Potential Cut-Through Routes and Study Area Traffic Volumes

Use Miller Creek Road Southbound On-Ramp

U-turn at Marinwood Avenue, Use Miller CreekSouthbound On-Ramp

Miller Creek Road to Las Gallinas Avenue toLucas Valley Road Southbound On-Ramp

LEGEND

Route 1 (R1)

Route 2 (R2)

Route 3 (R3)

xx A.M. Peak Hour Intersection Volumex,xxx (x,xxx) Day 1 (Day 2) 24-Hour Traffic Volumes

Not to Sca leN O R T H

MIL

LER

CR

EEK

RD.

LAS

GA

LIN

AS

AV

E.

LUCAS VALLEY RD.

SMITH RANCH RD.

ST. VINCENT DR.

MA

RIN

WO

OD

AVE.BLACKSTONE

DR.

R1

R2

R3

196354

868

313

17 13711

1202413

34647666113

821832

13228

20

RE

DW

OO

D

HWY.

1,729(1,798)

2,281(2,353)

2,593(2,571)

5,831(6,233)

7,662(7,799)

Beginning Point:Nave Drive Overcrossing

101

NA

VE

DR

.CLAY

C

T.

52516

70 532

110232

32604411

10 261

172

4924679

109

137

81

197110

310

152

62 21232242

4013

258

LOS

GA

MO

SR

D.

ELVIA CT.

Miller CreekMiddle School Driveway

78 464

160

59

104102

EL

LEN

DR.

GR

AND

E

PASEOROUND

TR

EE

BLV

D.

QUIETWOOD DR.PINEWOOD DR.

4,357(4,197)

End Point:Lucas Valley On-Ramp Merge

429451 426231

8559

3

Mr Amanuel Haile February 8, 2008

Existing Traffic Volumes TJKM additionally collected two types of existing traffic volumes in the study area, shown in Figure 1 and discussed below. Attachment A includes all 48-hour count sheets for the study segments. Attachment B includes all a.m. peak hour count sheets for the study intersections.

48-Hour Counts

TJKM collected continuous 48-hour two-way traffic counts in September 2007 along the following three roadway segments:

1. Miller Creek Road between Marinwood Avenue and Las Gallinas Avenue

2. Las Gallinas Avenue between Roundtree Boulevard and Elvia Court

3. Lucas Valley Road between Las Gallinas Avenue and Los Gamos Road It is notable that on all three segments, the 24-hour volumes on the individual two days are heavier in the direction of the potential cut-through Route 3 than in the other direction. That is, westbound Miller Creek Road, southbound Las Gallinas Avenue, and eastbound Lucas Valley Road have higher 24-hour volumes than in the corresponding opposite direction for each roadway. Under typical conditions, a roadway often has heavier volumes in one direction during a typical weekday a.m. peak period, and then heavier volumes in the opposite direction during a typical weekday p.m. peak period. As a result, volumes in both directions of the roadway should be approximately balanced. However, since the three study roadway segments do not have balanced directional volumes over either 24-hour period, this suggests a commute pattern in which vehicles are not returning in the opposite direction along the same path. This suggests that commuters consider cut-through Route 3 a viable route during the a.m. peak period, but instead of using the reverse route during the p.m. peak period, they would instead travel along U.S. 101 Northbound.

A.M. Peak Hour Intersection Counts

TJKM collected existing turning movement counts between 7:00 and 9:00 a.m. within the above mentioned same 48-hour observation period in September 2007 at the Miller Creek Road intersections with the U.S. 101 Southbound Off-Ramp and Marinwood Drive. Additional a.m. peak hour counts were conducted in January 2008 at the following intersections:

• Miller Creek / Las Gallinas Avenue

• Miller Creek Middle School Driveway / Las Gallinas Avenue

• Lucas Valley Road / Las Gallinas Avenue

• Lucas Valley Road / U.S. 101 Southbound On-Ramp

• Lucas Valley Road / Miller Creek Road The counts are shown in Figure 1. During the a.m. peak hour, 113 vehicles were observed making the westbound U-turn at the Miller Creek Road / Marinwood Drive intersection. All of these U-turning vehicles are presumed to have originated from the southbound right-turn, which totals 868 vehicles during the a.m. peak hour. Field Data Collection Methodology TJKM conducted three sets of field observations during the typically congested a.m. peak period between 7:00 and 9:00 a.m. on a typical Tuesday and Wednesday in September 2007. The first observation consisted of counting vehicles traveling directly onto the southbound Miller Creek Road on-ramp (Route 1) or turning right from the off-ramp and making the U-turn at Marinwood Avenue to return to the freeway (Route 2). The second observation involved floating vehicle


runs using global positioning system (GPS) devices, in which observers followed select vehicles traveling Route 3 along Las Gallinas Avenue in the Marinwood area, in order to estimate average travel time and determine the proportion of cut-through vehicles. The third observation was following vehicles with GPS during congested periods along the U.S. 101 Southbound freeway mainline between the Alameda Del Prado and Lucas Valley Road interchanges, in order to estimate average travel time on the freeway. Congestion on the freeway was present during all observations. Floating Car Travel Time Survey Results Table 1 shows the results of the field GPS travel time surveys for the freeway mainline and three cut-through routes. A minimum of three floating runs was performed for each route. Route distances are based on the same starting and ending reference points. The start point is the Nave Drive Overcrossing upstream on the U.S. 101 Southbound freeway, which represents the beginning of the auxiliary lane between the Alameda Del Prado and Miller Creek interchanges. The ending point is the merge of the southbound Lucas Valley Road on-ramp downstream on the freeway mainline. Table 1: GPS Travel Time Results

Freeway Travel Time Run

Number Minutes Seconds

Approx. Distance

(feet)

Approx. Distance (miles)

Average Speed (mph)

1 11:40 700 10,929 2.07 10.6 2 15:25 925 10,929 2.07 8.0 3 13:41 821 10,929 2.07 9.1 4 15:19 919 10,929 2.07 8.1

Average 14:01 841 8.9 Route 1

Travel Time Run Number Minutes Seconds

Approx. Distance

(feet)


Average Speed (mph)

1 11:30 690 11,536 2.18 11.4 2 11:18 678 11,536 2.18 11.6 3 11:31 691 11,536 2.18 11.4



Approx. Distance

(feet)


Average Speed (mph)

1 12:14 734 12,462 2.36 11.6 2 12:02 722 12,462 2.36 11.8 3 12:15 735 12,462 2.36 11.6



Approx. Distance

(feet)


Average Speed (mph)

1 14:26 866 13,689 2.59 10.8 2 18:27 1107 13,689 2.59 8.4 3 12:27 747 13,689 2.59 12.5

Average 15:07 907 10.3


Based on the above results, TJKM has made the following findings:

• Even though all three cut-through routes are longer in distance than the freeway mainline, Routes 1 and 2 offer on average at least one minute fifty seconds of travel time savings.

• Motorists on Routes 1 and 2 on average are traveling slightly faster than the freeway mainline, though by no more than 2.7 miles per hour (mph).

• Although motorists on Route 3 are experiencing higher travel time than the freeway mainline segment on average (66 seconds), due to the longer route distance they are traveling a slightly higher average speeds (1.4 mph).

• Although it appears that motorists on average are achieving marginal benefits by utilizing the three cut-through routes (and incurring marginal costs in time for Route 3), it is deduced that many motorists derive a psychological benefit from using these routes because they feel they are moving faster than on the freeway mainline. A closer look at the floating car data reveals that the perceived advantage is not just psychological. Most of the speed and travel time advantage is gained along the southbound freeway segment between the Nave Drive Overcrossing and the beginning of the Miller Creek Road off-ramp. On average, motorists using the approximately one-mile auxiliary lane in this segment are traveling at 27.7 mph, which is more than triple the speed of motorists traveling in the adjacent mixed-flow lanes (average of 9.0 mph). In terms of average travel time, the same comparison reveals an auxiliary lane advantage of four minutes and 23 seconds (6:26 on the mixed flow lanes minus 2:03 on the auxiliary lane). However, once motorists leave the freeway, the speed and travel time advantages are partially diminished, due to surface street congestion and additional traffic controls such as stop signs and crosswalks.

Cut-Through Route Field Observations Table 2 shows estimated proportions of the three cut-through routes based on field observations and the existing intersection turning counts. As shown in Table 2, approximately 44 percent of vehicles using the U.S. 101 Southbound off-ramp at Miller Creek Road and staying on the west side of U.S. 101 eventually return to the freeway. Based on 1,181 total observed through and right-turning volumes on the Southbound U.S. 101 Off-Ramp approach at Miller Creek Road (=313 through + 868 right turns), 26.5 percent (313/1,181) followed Route 1 directly back on to the freeway. All 113 U-turns observed at the Miller Creek Road / Marinwood Avenue intersection are assumed to follow Route 2 and originate from the off-ramp. Therefore, the Route 2 proportion is estimated to be 9.5 percent (113/1,181). The eight percent proportion for Route 3 that is shown in Table 2 was derived from the number of cars followed as part of the above mentioned floating car survey. As part of field observations of 300 vehicles during the two a.m. peak hours, TJKM observed vehicles making the westbound through movement on Miller Creek Road at Marinwood Drive. Vehicles making this movement were followed since they would potentially follow Route 3 back to the freeway. Of the potential vehicles, 20 percent actually followed the entire Route 3 from the Miller Creek Road off-ramp to the Lucas Valley Road on-ramp to U.S. 101 Southbound. This 20 percent proportion was then applied to the westbound through movement at Miller Creek Road / Marinwood Drive, since all Route 3 vehicles by definition must make this movement. Of the 495 westbound through vehicles counted during the a.m. peak hour, 99 (20 percent) would therefore be expected to follow Route 3. In turn, these 99 vehicles represent eight percent (=99/1,181) of the total southbound through and right turning volumes at the Miller Creek Road off-ramp.


TJKM evaluated the additional a.m. peak hour turning movements collected in January 2008 to determine consistency with the estimated 99 vehicles following Route 3. The following key turning movements along Route 3 were observed as follows:

• Westbound Miller Creek Road left turn at Las Gallinas Avenue: 242 vehicles

• Southbound Las Gallinas Avenue left turn at Lucas Valley Road: 172 vehicles

• Eastbound Lucas Valley Road right turn onto U.S. 101 Southbound On-Ramp: 451 vehicles The 99 vehicles expected to follow Route 3 are less than all of the above turning movements. Therefore, the Route 3 vehicle estimate is reasonable since it is completely contained within these key intersection turning movement counts. It should be noted that the 44 percent of vehicles following Routes 1, 2, or 3 does not include a secondary U-turn at Marinwood Avenue that was observed in the field. This U-turn movement includes a westbound right turn onto Marinwood Avenue, a U-turn on Marinwood Avenue itself, and then finally a left turn onto eastbound Miller Creek Road towards the southbound U.S. 101 on-ramp. Although this maneuver was observed, it was difficult to estimate precisely how many motorists did this. The likely reason that motorists made this maneuver was that they were looking for a U-turn alternative by utilizing the westbound free right turn lane at Marinwood Avenue. This would have occurred when the short segment of westbound Miller Creek Road between the two study intersections was filled with vehicles making the more conventional U-turn to return to the freeway. Table 2: Proportion of Cut-Through Routes

Route Percentage

Route 1 26.5 %

Route 2 9.5 %

Route 3 8.0 %

Cut-Through Total 44.0 %

Other 56.0 %

Total 100.0%

Potential Design Alternatives In part based on previous observations in this study area, TJKM has developed a set of potential design alternatives that generally are intended to discourage motorists from diverting onto local streets in the Marinwood area to avoid southbound freeway congestion during the a.m. peak period. These alternatives are illustrated in Figures 2 through 6 and are described further below. It should be noted that the alternatives are presented only for discussion purposes. At this stage in the evaluation process, neither TJKM nor the County is advocating any specific alternative.

Alternative 1

Shown in Figure 2, this alternative is a design treatment that would narrow westbound Miller Creek Road between the U.S. 101 Southbound off-ramp and Marinwood Avenue to a single 14-foot lane. In addition, a Yield sign would be posted for off-ramp traffic. Currently, the pavement width in the westbound direction is approximately 42 feet, leading into a three-lane westbound approach at Marinwood Avenue. Additionally, the southbound off-ramp includes an exclusive, unrestricted free right turn.


The potential safety benefits of this alternative are:

• Narrower roadway width promotes slower speeds on Miller Creek Road and eliminates weaving of vehicles between the off-ramp and Marinwood Avenue

• Yield sign forces previously free right turn from the off-ramp to yield to Miller Creek Road traffic, reducing the potential risk of angle collisions

The potential disadvantages to traffic operations are:

• Narrower roadway width promotes slower speeds and thus increased delay on the Miller Creek Road approach to Marinwood Avenue. The time advantage of potential cut-through traffic is reduced

• Yield sign forces previously free right turn from the off-ramp to yield to Miller Creek Road traffic, increasing delay on the off-ramp for all movements

• Initially, the Yield sign may result in rear-end collisions as drivers adjust from the previously free right turn. Proper signage and advanced notices should be included during implementation.

36-038 - 11/6/07 - JB

Marin County – Miller Creek Road Interchange Traffic Calming StudyAlternative 1

Figure

2

14’

YIELD

Narrow midblock Westbound Miller Creek Road to 14 feet (single-lane) - restriping Install "Yield" sign for 101 Southbound off-ramp right turn

MA

RIN

WO

OD

AVE

NU

E

U.S. 1

01 S

OUTHBOUND O

FF-R

AMP

MILLER CREEK ROAD

U.S. 101 SOUTHBO

UND

ON-RAM

P


Alternative 2

Shown in Figure 3, this alternative is a design treatment meant to specifically discourage the Route 2 cut-through movement, the westbound U-turn at Miller Creek Road / Marinwood Avenue. The treatment would shift the westbound left turn lane and adjacent median to the south and include installation of a “No U Turn” sign. This lane shift would discourage U-turns since vehicles would not be able to negotiate the turn due to a smaller available turning radius. The potential safety benefits of this alternative are:

• Eliminates westbound U-turns at Marinwood Avenue, reducing volume in the left turn lane

• Reduces weaving conflicts caused by U-turning vehicles originating from the southbound off-ramp


• Restricts westbound U-turns and could possibly result in more cut-through vehicles using other routes, adding to travel time and delay for these vehicles.

• May induce more Route 2 cut-through vehicles to use the secondary U-turn (right turn onto Marinwood, southbound left back towards freeway)

• May temporarily add to queuing on southbound off-ramp as more cut-through vehicles divert back to Route 1 (directly back onto the freeway)

36-038 - 11/6/07 - JB

Figure

3

Shift median for Westbound left turn lane to south Install "No U-Turn" sign

SLOWERTRAFFIC

KEEPRIGHT

MA

RIN

WO

OD

AVE

NU

E

U.S. 1

01 S

OUTHBOUND O

FF-R

AMP

MILLER CREEK ROAD

U.S. 101 SOUTHBO

UND

ON-RAM

P



Alternative 3

Shown in Figure 4, this alternative is a design treatment that eliminates free right turns on the eastbound and westbound Miller Creek Road approaches to Marinwood Avenue. Additionally, a crosswalk and pedestrian refuge would be added to the westbound intersection approach. This alternative could be combined with the westbound left turn lane shift of Alternative 2. The potential safety benefits of this alternative are:

• Discourages use of secondary Route 2 cut-through U-turn at Marinwood Avenue described above by eliminating westbound free right turn.

• Increases pedestrian and bicycle safety and promotes pedestrian activity with the addition of the pedestrian design treatments and elimination of the free right turns.

• Slightly narrowed pavement width promotes better channelization of westbound approach traffic


• Elimination of free right turns on Miller Creek Road adds to right turn delay and approach delay for eastbound and westbound intersection approaches

36-038 - 11/6/07 - JB

Figure

4

Eliminate free right turns - Eastbound and Westbound Miller Creek Road Add crosswalk to Westbound approach at Marinwood Avenue with pedestrian refuge May be combined with Alternative 2

MA

RIN

WO

OD

AVE

NU

E

U.S. 1

01 S

OUTHBOUND O

FF-R

AMP

MILLER CREEK ROAD

U.S. 101 SOUTHBO

UND

ON-RAM

P



Alternative 4

Shown in Figure 5, this alternative is identical to Alternative 3, but with the additional realignment of the southbound U.S. 101 off-ramp at Miller Creek Road. This design treatment would narrow westbound Miller Creek Road immediately downstream of the off-ramp to one lane. Also, the off-ramp free right turn would be forced to stop at Miller Creek Road in the same way as the southbound left turns and through movements do currently. This alternative also could be combined with the westbound left turn lane shift of Alternative 2. The potential safety benefits of this alternative are similar to Alternative 3. In addition, the conversion of the southbound off-ramp right turn from a free movement to stop-controlled movement would reduce right turning speeds, thereby increasing intersection safety. Also, the design would create a shorter pedestrian crossing distance across the off-ramp and promote better pedestrian channelization along the north side of Miller Creek Road in the area, particularly towards the Golden Gate Transit bus stop along U.S. 101 Southbound. The potential disadvantages to traffic operations are also similar to Alternative 3. In addition, southbound off-ramp approach delay and right turn delay would increase, which initially could lead to additional queuing until cut-through traffic begins to stay on the freeway.

36-038 - 11/6/07 - JB

Figure

5

Remove 101 Southbound off-ramp free right-turn (becomes stop controlled) All other features of Alternative 3 included May be combined with Alternative 2

MA

RIN

WO

OD

AVE

NU

E

U.S. 1

01 S

OUTHBOUND O

FF-R

AMP

MILLER CREEK ROAD

U.S. 101 SOUTHBO

UND

ON-RAM

P



Alternative 5

Shown in Figure 6, this alternative is essentially a pedestrian design treatment that adds bulb-outs to all intersection approaches at the Miller Creek Road / Marinwood Avenue intersection and includes crosswalks across each approach. These bulb outs would eliminate the existing free right turns of all four intersection approaches. This alternative could be combined with the westbound left turn lane shift of Alternative 2, as well as the southbound off-ramp design treatment of Alternative 4. The potential safety benefits of this alternative are:

• Adds pedestrian crossings across all four intersection approaches.

• Shortens pedestrian crossing distances for all four intersection approaches with the elimination of all free right turns, thereby reducing pedestrian exposure to intersection vehicles.

• Discourages use of secondary Route 2 cut-through U-turn at Marinwood Avenue described above by eliminating westbound free right turn.

The main potential disadvantage to traffic operations of Alternative 5 is that approach delay and right turn delay would increase for all four approaches with the elimination of the free right turns.

36-038 - 11/2/07 - JB

Figure

6

Add "bulb-outs" at all corners of Marinwood Avenue intersection (narrows pedestrian crossing distance) Eliminate all free right turns at Marinwood Avenue intersection

MA

RIN

WO

OD

AVE

NU

E

U.S. 1

01 S

OUTHBOUND O

FF-R

AMP

MILLER CREEK ROAD

U.S. 101 SOUTHBO

UND

ON-RAM

P



In the Marinwood area, the design alternatives presented above may be most effective in eliminating cut-through Routes 1 and 2. As for Route 3, speeding may be an issue since average speed is greater than on the freeway, even though average travel time is also greater. Some of the eight percent of motorists utilizing Route 3 may speed along some segments of the route to make up for lost time along other segments where average speed is lower due to congestion and traffic controls. Therefore, the potential education and enforcement measures mentioned above are more likely to discourage this cut-through route than engineering measures. It should be noted the five alternatives presented are not necessarily stand-alone design treatments and can be combined with one another. For example, Alternative 4, which forces southbound off-ramp right turns into stop control at Miller Creek Road and eliminates eastbound and westbound free right turns at Miller Creek Road / Marinwood Avenue, could be combined with Alternative 2. Alternative 2, which only shifts the westbound left turn median at Marinwood Avenue, could be integrated with Alternative 4 since they are complementary design treatments. TJKM appreciates the opportunity to present preliminary cut-through traffic evaluation results and preliminary traffic calming design alternatives. If you have any questions, please call us at (925) 463-0611. Thank you. Sincerely,

Joy Bhattacharya, P.E., P.T.O.E. Senior Associate

Andrew R. Kluter, P.E. Senior Transportation Engineer Attachments: Attachment A: 48-Hour Count Sheets Attachment B: A.M. Peak Hour Count Sheets

J:\Jurisdiction\M\Marin County\036-038 Miller Creek Rd\Letters & Memos\LR 020808.doc

Attachment A – 48-Hour Count Sheets

MARKS TRAFFIC DATA CITY OF SAN RAFAEL MILLER CREEK RD. btwn MARINWOOD DR. & LAS GALINAS AV

Site Code: 1miller

Page 1

Start18-

Sep-07

WB Hour Totals EB Hour TotalsBothDir.

19-Sep-07

WB Hour Totals EB Hour TotalsBothDir.

Time Tue A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Total Wed A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Total12:00 0 51 2 53 106 8 48 1 54 11112:15 2 51 2 36 91 4 48 6 37 9512:30 4 67 4 34 109 0 63 3 39 10512:45 2 43 8 212 1 54 9 177 100 2 40 14 199 4 52 14 182 9801:00 0 46 1 35 82 1 63 0 59 12301:15 0 38 0 34 72 1 59 0 38 9801:30 0 47 4 48 99 0 52 2 48 10201:45 2 41 2 172 0 39 5 156 82 0 48 2 222 0 36 2 181 8402:00 0 39 1 38 78 0 49 0 57 10602:15 6 55 1 31 93 1 48 1 45 95

02:30 2 60 4 58 124 0 48 1 58 107

02:45 3 68 11 222 0 59 6 186 130 0 52 1 197 0 43 2 203 95

03:00 1 54 0 66 121 0 59 1 47 107

03:15 0 68 0 68 136 1 60 0 63 124

03:30 1 39 0 46 86 1 67 0 50 118

03:45 2 61 4 222 0 61 0 241 124 1 49 3 235 0 58 1 218 108

04:00 1 52 1 59 113 1 56 1 53 11104:15 0 56 3 41 100 1 65 2 50 11804:30 0 57 2 44 103 0 49 1 42 92

04:45 1 69 2 234 2 56 8 200 128 0 66 2 236 3 44 7 189 113

05:00 2 69 3 55 129 3 63 1 54 121

05:15 1 68 1 51 121 2 70 4 40 116

05:30 7 74 5 54 140 3 75 11 55 144

05:45 8 60 18 271 15 50 24 210 133 8 71 16 279 8 48 24 197 13506:00 15 68 13 44 140 9 51 18 45 12306:15 27 40 18 47 132 40 66 21 53 18006:30 67 55 22 40 184 70 70 22 48 21006:45 158 50 267 213 30 30 83 161 268 169 45 288 232 25 38 86 184 27707:00 189 50 32 27 298 167 51 34 37 28907:15 155 41 40 27 263 118 40 45 23 22607:30 109 37 48 25 219 118 42 39 25 224

07:45 85 40 538 168 67 17 187 96 209 126 29 529 162 58 14 176 99 227

08:00 95 35 77 21 228 96 30 73 17 216

08:15 149 33 78 18 278 138 22 59 13 232

08:30 161 23 50 18 252 169 21 46 19 255

08:45 174 22 579 113 42 9 247 66 247 194 42 597 115 35 21 213 70 292

09:00 173 21 37 17 248 160 28 42 22 25209:15 148 25 41 7 221 131 19 28 13 19109:30 152 20 39 13 224 101 23 35 13 17209:45 144 15 617 81 40 5 157 42 204 36 11 428 81 40 10 145 58 9710:00 58 19 28 6 111 31 17 33 7 8810:15 36 15 31 9 91 37 7 31 11 8610:30 49 13 57 4 123 41 8 37 4 9010:45 34 4 177 51 36 5 152 24 79 36 6 145 38 38 7 139 29 8711:00 42 3 34 3 82 41 7 43 4 9511:15 38 5 31 0 74 40 9 34 1 8411:30 38 5 34 2 79 35 0 31 2 6811:45 42 2 160 15 52 0 151 5 96 43 1 159 17 35 2 143 9 81Total 2383 1974 1029 1564 6950 2184 2013 952 1619 6768

Day

Total 4357 2593 4197 2571

Perce

nt 54.7% 45.3% 39.7% 60.3% 52.0% 48.0% 37.0% 63.0%

Peak 08:15 04:45 07:45 02:30 08:15 05:00 07:45 03:15

Vol. 657 280 272 251 661 279 236 224 P.H.F. 0.869 0.946 0.872 0.923 0.852 0.930 0.808 0.889

MARKS TRAFFIC DATA CITY OF SAN RAFAEL LAS GALINAS AV. S/O ROUNDTREE BL.

Site Code: 2las-s

Page 1

Start 18-Sep-07 SB 19-Sep-07 SB TotalTime Tue A.M. P.M. Wed A.M. P.M. A.M. P.M.

12:00 0 31 1 30 1 6112:15 2 27 1 28 3 5512:30 0 36 0 33 0 6912:45 2 29 0 26 2 5501:00 1 20 0 24 1 4401:15 0 20 1 21 1 4101:30 0 17 1 66 1 8301:45 1 22 0 35 1 5702:00 0 24 0 41 0 6502:15 1 22 0 23 1 4502:30 3 42 0 23 3 6502:45 1 6 0 31 1 3703:00 1 21 0 14 1 3503:15 0 23 0 38 0 6103:30 0 28 1 30 1 5803:45 1 26 0 22 1 4804:00 0 45 0 28 0 7304:15 3 25 2 29 5 5404:30 0 17 1 34 1 5104:45 0 30 0 28 0 5805:00 4 39 2 43 6 8205:15 2 28 2 26 4 5405:30 2 31 1 45 3 7605:45 6 30 5 30 11 6006:00 9 32 6 38 15 7006:15 25 24 24 28 49 5206:30 56 13 69 33 125 4606:45 146 25 140 42 286 6707:00 156 14 136 21 292 3507:15 109 17 108 20 217 3707:30 34 14 50 13 84 2707:45 11 10 26 10 37 2008:00 77 10 74 29 151 3908:15 11 17 61 8 72 2508:30 18 5 15 5 33 1008:45 22 7 56 13 78 2009:00 92 7 82 11 174 1809:15 126 10 114 4 240 1409:30 117 2 110 4 227 609:45 147 7 23 6 170 1310:00 54 6 27 6 81 1210:15 24 3 25 0 49 310:30 23 4 24 3 47 710:45 39 4 28 3 67 711:00 17 3 22 2 39 511:15 20 1 20 0 40 111:30 17 1 18 0 35 111:45 26 0 30 0 56 0Total 1406 875 1306 1047 2712 1922

Day Total 2281 2353 4634Percent 61.6% 38.4% 55.5% 44.5% 58.5% 41.5%

Peak 09:00 04:45 06:30 01:30

Vol. 482 128 453 165 P.H.F. 0.772 0.711 0.809 0.625

MARKS TRAFFIC DATA CITY OF SAN RAFAEL LAS GALINAS AV. S/O ROUNDTREE BL.

Site Code: 2las-n

Page 1

Start 18-Sep-07 NB 19-Sep-07 NB TotalTime Tue A.M. P.M. Wed A.M. P.M. A.M. P.M.

12:00 1 24 1 27 2 5112:15 0 27 1 24 1 5112:30 2 20 1 28 3 4812:45 1 24 1 28 2 5201:00 0 23 1 40 1 6301:15 2 17 1 47 3 6401:30 2 30 0 32 2 6201:45 1 21 0 22 1 4302:00 0 23 0 49 0 7202:15 1 39 0 46 1 8502:30 1 55 0 31 1 8602:45 0 37 0 24 0 6103:00 0 60 2 25 2 8503:15 0 48 0 35 0 8303:30 0 29 0 30 0 5903:45 0 53 0 45 0 9804:00 0 34 0 32 0 6604:15 1 37 0 37 1 7404:30 1 39 0 21 1 6004:45 0 48 1 48 1 9605:00 0 63 0 50 0 11305:15 0 35 1 41 1 7605:30 2 43 0 60 2 10305:45 1 42 1 44 2 8606:00 3 37 1 45 4 8206:15 2 38 3 45 5 8306:30 4 28 3 35 7 6306:45 3 26 9 24 12 5007:00 11 28 8 29 19 5707:15 15 15 13 28 28 4307:30 32 21 26 20 58 4107:45 89 17 89 21 178 3808:00 61 15 61 13 122 2808:15 30 12 23 10 53 2208:30 17 11 21 11 38 2208:45 10 15 21 25 31 4009:00 22 13 21 24 43 3709:15 23 8 30 19 53 2709:30 18 4 18 11 36 1509:45 20 7 20 7 40 1410:00 16 5 17 8 33 1310:15 15 3 17 3 32 610:30 18 0 24 3 42 310:45 16 5 19 1 35 611:00 17 2 23 2 40 411:15 13 3 15 1 28 411:30 32 2 23 4 55 611:45 40 0 26 1 66 1Total 543 1186 542 1256 1085 2442

Day Total 1729 1798 3527Percent 31.4% 68.6% 30.1% 69.9% 30.8% 69.2%

Peak 07:30 02:30 07:30 04:45

Vol. 212 200 199 199 P.H.F. 0.596 0.833 0.559 0.829

MARKS TRAFFIC DATA CITY OF SAN RAFAEL LUCAS VALLEY RD. - LAS GALINAS AVE. to LOS GAMOS RD.

Site Code: 3lucas

Page 1

Start18-

Sep-07

EB Hour Totals WB Hour TotalsBothDir.

19-Sep-07

EB Hour Totals WB Hour TotalsBothDir.

Time Tue A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Total Wed A.M. P.M. A.M. P.M. A.M. P.M. A.M. P.M. Total12:00 1 104 7 84 196 6 143 7 89 245

12:15 3 90 6 69 168 4 124 7 90 225

12:30 2 99 4 113 218 2 123 6 109 240

12:45 4 135 10 428 3 68 20 334 210 4 133 16 523 9 86 29 374 23201:00 2 141 3 97 243 3 116 2 98 21901:15 1 112 4 88 205 2 104 7 138 25101:30 3 108 4 92 207 2 132 2 88 22401:45 3 107 9 468 2 94 13 371 206 3 119 10 471 1 110 12 434 23302:00 3 101 2 83 189 2 123 3 112 24002:15 1 117 1 106 225 0 117 3 102 22202:30 6 104 5 124 239 2 120 0 86 208

02:45 3 138 13 460 3 114 11 427 258 4 88 8 448 6 93 12 393 191

03:00 2 151 1 136 290 2 117 2 108 229

03:15 0 130 2 111 243 4 127 1 108 240

03:30 1 128 1 93 223 2 147 1 113 26303:45 6 106 9 515 1 96 5 436 209 1 116 9 507 0 102 4 431 21904:00 2 132 0 95 229 5 119 3 87 21404:15 5 103 2 102 212 5 105 4 110 22404:30 3 125 2 109 239 7 139 3 114 26304:45 8 91 18 451 2 137 6 443 238 12 99 29 462 2 117 12 428 230

05:00 13 109 2 139 263 11 130 3 160 304

05:15 23 120 3 125 271 35 111 5 172 323

05:30 33 100 5 129 267 23 116 6 172 317

05:45 48 95 117 424 8 145 18 538 296 42 98 111 455 12 184 26 688 336

06:00 42 100 14 126 282 37 103 20 175 33506:15 52 148 25 112 337 73 123 19 142 35706:30 84 129 22 114 349 72 105 19 113 30906:45 116 103 294 480 21 100 82 452 340 130 76 312 407 29 100 87 530 33507:00 165 71 41 109 386 195 99 30 98 42207:15 212 94 40 73 419 238 73 45 85 441

07:30 228 70 77 85 460 246 58 80 73 457

07:45 236 62 841 297 108 71 266 338 477 229 48 908 278 110 81 265 337 468

08:00 237 70 97 66 470 254 55 121 56 486

08:15 242 51 93 81 467 251 43 97 54 445

08:30 229 41 84 77 431 242 40 82 63 427

08:45 210 36 918 198 83 59 357 283 388 227 41 974 179 134 67 434 240 46909:00 183 54 95 59 391 169 27 100 75 37109:15 209 21 91 65 386 171 26 104 60 36109:30 157 18 74 62 311 174 21 91 47 333

09:45 152 21 701 114 86 42 346 228 301 126 26 640 100 121 46 416 228 319

10:00 130 11 86 31 258 138 21 98 41 298

10:15 107 18 113 23 261 93 17 83 25 218

10:30 95 12 105 25 237 108 9 69 27 21310:45 100 8 432 49 82 24 386 103 214 116 9 455 56 71 17 321 110 21311:00 85 8 64 16 173 92 5 94 24 21511:15 115 4 77 7 203 107 6 97 20 23011:30 89 9 94 12 204 99 5 92 11 20711:45 102 4 391 25 86 12 321 47 204 124 3 422 19 79 5 362 60 211Total 3753 3909 1831 4000 13493 3894 3905 1980 4253 14032

Day

Total 7662 5831 7799 6233

Perce

nt 49.0% 51.0% 31.4% 68.6% 49.9% 50.1% 31.8% 68.2%

Peak 07:45 02:45 09:45 05:00 07:30 12:00 08:00 05:15

Vol. 944 547 390 538 980 523 434 703 P.H.F. 0.975 0.906 0.863 0.928 0.965 0.914 0.810 0.955

Attachment B – A.M. Peak Hour Count Sheets

MARKS TRAFFIC DATA

File Name : 101sb-miller-aSite Code : 1Start Date : 9/25/2007Page No : 1

CITY OF SAN RAFAEL

TJKMMietek 916-806-0250

Groups Printed- Vehicles OnlyUS 101 SB OFF-RAMP

SouthboundMILLER CREEK RD

WestboundUS 101 SB ON-RAMP

NorthboundMILLER CREEK RD

EastboundStart Time RT TH LT App. Total RT TH LT App. Total RT TH LT App. Total RT TH LT App. Total Int. Total

07:00 229 114 3 346 0 8 1 9 0 0 0 0 56 16 0 72 42707:15 208 96 4 308 0 16 0 16 0 0 0 0 81 20 0 101 42507:30 221 87 4 312 0 17 0 17 0 0 0 0 98 32 0 130 45907:45 199 79 7 285 0 39 1 40 0 0 0 0 87 57 0 144 469Total 857 376 18 1251 0 80 2 82 0 0 0 0 322 125 0 447 1780

08:00 246 77 1 324 0 58 7 65 0 0 0 0 86 56 0 142 53108:15 202 70 5 277 0 23 3 26 0 0 0 0 83 51 0 134 43708:30 203 36 3 242 0 16 7 23 0 0 0 0 58 55 0 113 37808:45 218 33 5 256 0 22 12 34 0 0 0 0 39 69 0 108 398Total 869 216 14 1099 0 119 29 148 0 0 0 0 266 231 0 497 1744

Grand Total 1726 592 32 2350 0 199 31 230 0 0 0 0 588 356 0 944 3524Apprch % 73.4 25.2 1.4 0 86.5 13.5 0 0 0 62.3 37.7 0

Total % 49 16.8 0.9 66.7 0 5.6 0.9 6.5 0 0 0 0 16.7 10.1 0 26.8

US 101 SB OFF-RAMPSouthbound

MILLER CREEK RDWestbound

US 101 SB ON-RAMPNorthbound

MILLER CREEK RDEastbound

Start Time RT TH LT App. Total RT TH LT App. Total RT TH LT App. Total RT TH LT App. Total Int. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30

07:30 221 87 4 312 0 17 0 17 0 0 0 0 98 32 0 130 45907:45 199 79 7 285 0 39 1 40 0 0 0 0 87 57 0 144 46908:00 246 77 1 324 0 58 7 65 0 0 0 0 86 56 0 142 53108:15 202 70 5 277 0 23 3 26 0 0 0 0 83 51 0 134 437

Total Volume 868 313 17 1198 0 137 11 148 0 0 0 0 354 196 0 550 1896% App. Total 72.5 26.1 1.4 0 92.6 7.4 0 0 0 64.4 35.6 0

PHF .882 .899 .607 .924 .000 .591 .393 .569 .000 .000 .000 .000 .903 .860 .000 .955 .893

US 101 SB OFF-RAMP

MIL

LE

R C

RE

EK

RD

MIL

LE

R C

RE

EK

RD

US 101 SB ON-RAMP

RT868

TH313

LT17

InOut Total0 1198 1198

RT

0

TH13

7

LT1

1

Ou

tT

ota

lIn

21

3

14

8

36

1

LT0

TH0

RT0

Out TotalIn678 0 678

LT

0

TH19

6

RT35

4

To

tal

Ou

tIn

10

05

5

50

1

55

5

Peak Hour Begins at 07:30 Vehicles Only

Peak Hour Data

North

101sb-miller-a.xls-Bikes + Peds

Start Time RT TH LT Ped RT TH LT Peds RT TH LT Ped RT TH LT Ped07:00 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 007:15 0 0 0 4 0 0 0 0 0 0 0 0 0 2 0 007:30 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 007:45 0 0 0 2 0 1 0 0 0 0 0 0 0 1 0 008:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 008:15 0 0 0 3 0 1 0 0 0 0 0 0 0 1 0 008:30 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 008:45 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

File Name: C:\Petra Pro\S_rafael\101sb-miller-a.ppdStart Date: 9/25/2007Start Time: 7:00:00 AMSite Code: 1

Comment 1: CITY OF SAN RAFAELComment 2:Comment 3: TJKMComment 4: Mietek 916-806-0250

US 101 SB OFF-RAMPSouthbound


US 101 SB ON-RAMPNorthbound


MARKS TRAFFIC DATA

File Name : marinwood-miller-aSite Code : 1Start Date : 9/25/2007Page No : 1

CITY OF SAN RAFAEL

TJKMMietek 916-806-0250

Groups Printed- Vehicles OnlyMARINWOOD AV


WestboundMARINWOOD AV


EastboundStart Time RT TH LT App. Total RT TH LT U-turn App. Total RT TH LT App. Total RT TH LT App. Total Int. Total

07:00 1 3 17 21 34 169 19 22 244 19 1 9 29 1 22 1 24 31807:15 3 2 30 35 60 134 11 28 233 18 3 8 29 2 25 0 27 32407:30 3 2 27 32 70 114 11 41 236 17 4 3 24 1 44 3 48 34007:45 0 1 29 30 93 99 12 40 244 15 3 14 32 1 59 6 66 372Total 7 8 103 118 257 516 53 131 957 69 11 34 114 5 150 10 165 1354

08:00 2 17 36 55 137 107 14 41 299 13 12 5 30 4 57 3 64 44808:15 2 3 40 45 72 117 30 15 234 29 2 5 36 7 54 1 62 37708:30 9 3 15 27 44 153 10 17 224 25 1 8 34 8 58 3 69 35408:45 4 2 18 24 58 136 23 10 227 20 6 14 40 6 58 1 65 356Total 17 25 109 151 311 513 77 83 984 87 21 32 140 25 227 8 260 1535

Grand Total 24 33 212 269 568 1029 130 214 1941 156 32 66 254 30 377 18 425 2889Apprch % 8.9 12.3 78.8 29.3 53 6.7 11 61.4 12.6 26 7.1 88.7 4.2

Total % 0.8 1.1 7.3 9.3 19.7 35.6 4.5 7.4 67.2 5.4 1.1 2.3 8.8 1 13 0.6 14.7

MARINWOOD AVSouthbound


MARINWOOD AVNorthbound


Start Time RT TH LT App. Total RT TH LT U-turn App. Total RT TH LT App. Total RT TH LT App. Total Int. TotalPeak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:45

07:45 0 1 29 30 93 99 12 40 244 15 3 14 32 1 59 6 66 37208:00 2 17 36 55 137 107 14 41 299 13 12 5 30 4 57 3 64 44808:15 2 3 40 45 72 117 30 15 234 29 2 5 36 7 54 1 62 37708:30 9 3 15 27 44 153 10 17 224 25 1 8 34 8 58 3 69 354

Total Volume 13 24 120 157 346 476 66 113 1001 82 18 32 132 20 228 13 261 1551% App. Total 8.3 15.3 76.4 34.6 47.6 6.6 11.3 62.1 13.6 24.2 7.7 87.4 5

PHF .361 .353 .750 .714 .631 .778 .550 .689 .837 .707 .375 .571 .917 .625 .966 .542 .946 .866

MARINWOOD AV

MIL

LE

R C

RE

EK

RD

MIL

LE

R C

RE

EK

RD

MARINWOOD AV

RT13

TH24

LT120


RT34

6

TH47

6

LT6

6

U-tu

rn1

13

Ou

tT

ota

lIn

43

0

10

01

1

43

1

LT32

TH18

RT82


LT1

3

TH22

8

RT2

0

To

tal

Ou

tIn

52

1

26

1

78

2


Peak Hour Data

North

marinwood-miller-a.xls-Bikes + Peds

Start Time RT TH LT Ped RT TH LT Peds RT TH LT Ped RT TH LT Ped07:00 0 0 0 1 0 5 0 0 0 0 0 1 0 0 1 107:15 0 0 0 5 0 0 0 0 0 0 0 0 0 2 0 107:30 0 0 0 1 1 3 0 0 0 0 0 0 0 0 0 207:45 0 0 0 6 0 0 0 0 0 0 0 4 0 2 1 608:00 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 108:15 0 0 0 2 0 5 0 0 0 0 0 0 0 0 3 108:30 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 108:45 0 0 0 4 0 1 0 0 0 0 0 0 0 0 0 1

MARINWOOD AVSouthbound


MARINWOOD AVNorthbound


Comment 3: TJKMComment 4: Mietek 916-806-0250

Comment 1: CITY OF SAN RAFAELComment 2:

Start Time: 7:00:00 AMSite Code: 1

File Name: c:\petra pro\s_rafael\marinwood-miller-a.ppdStart Date: 9/25/2007

MARKS TRAFFIC DATA

File Name : las gallinas-miller-aSite Code : 1Start Date : 1/22/2008Page No : 1

MARINWOOD

tjkMietek 916-806-0250

Groups Printed- Vehicles OnlyLAS GALLINAS AVE


WestboundLAS GALLINAS AVE



07:00 15 25 11 51 5 13 152 170 8 3 1 12 0 8 1 9 24207:15 66 32 20 118 6 42 129 177 14 2 0 16 0 6 2 8 31907:30 68 44 11 123 2 56 70 128 18 10 7 35 4 8 0 12 29807:45 60 36 8 104 4 42 52 98 16 34 24 74 2 20 4 26 302Total 209 137 50 396 17 153 403 573 56 49 32 137 6 42 7 55 1161

08:00 103 36 20 159 12 72 48 132 8 82 4 94 2 18 11 31 41608:15 79 36 23 138 3 62 72 137 16 6 5 27 2 25 4 31 33308:30 42 18 6 66 6 68 92 166 16 4 2 22 1 20 2 23 27708:45 24 8 12 44 3 41 41 85 4 2 1 7 1 6 1 8 144Total 248 98 61 407 24 243 253 520 44 94 12 150 6 69 18 93 1170

Grand Total 457 235 111 803 41 396 656 1093 100 143 44 287 12 111 25 148 2331Apprch % 56.9 29.3 13.8 3.8 36.2 60 34.8 49.8 15.3 8.1 75 16.9

Total % 19.6 10.1 4.8 34.4 1.8 17 28.1 46.9 4.3 6.1 1.9 12.3 0.5 4.8 1.1 6.3

LAS GALLINAS AVESouthbound


LAS GALLINAS AVENorthbound

MILLER CREEK RD Eastbound


07:30 68 44 11 123 2 56 70 128 18 10 7 35 4 8 0 12 29807:45 60 36 8 104 4 42 52 98 16 34 24 74 2 20 4 26 30208:00 103 36 20 159 12 72 48 132 8 82 4 94 2 18 11 31 41608:15 79 36 23 138 3 62 72 137 16 6 5 27 2 25 4 31 333

Total Volume 310 152 62 524 21 232 242 495 58 132 40 230 10 71 19 100 1349% App. Total 59.2 29 11.8 4.2 46.9 48.9 25.2 57.4 17.4 10 71 19

PHF .752 .864 .674 .824 .438 .806 .840 .903 .806 .402 .417 .612 .625 .710 .432 .806 .811

LAS GALLINAS AVE

MIL

LE

R C

RE

EK

RD

M

ILL

ER

CR

EE

K R

D

LAS GALLINAS AVE

RT310

TH152

LT62


RT2

1

TH23

2

LT24

2

Ou

tT

ota

lIn

19

1

49

5

68

6

LT40

TH132

RT58


LT1

9

TH7

1

RT1

0

To

tal

Ou

tIn

58

2

10

0

68

2


Peak Hour Data

North

las gallinas-miller-a.xlsPeds + Bikes

Start Time RT TH LT Ped RT TH LT Ped RT TH LT Ped RT TH LT Ped07:00 0 0 0 4 1 0 1 5 0 0 0 0 0 0 0 007:15 0 0 0 4 0 0 0 6 0 0 0 0 0 0 0 007:30 0 0 0 15 0 0 0 9 0 0 0 0 0 0 0 007:45 0 1 0 2 0 0 0 5 0 1 0 0 0 0 0 008:00 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 008:15 0 1 0 3 0 0 0 3 0 1 0 0 0 0 0 008:30 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 008:45 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0

File Name: C:\Petra Pro\2008\Marinwood\las gallinas-miller-a.ppdStart Date: 1/22/2008Start Time: 7:00:00 AMSite Code: 1

Comment 1: MARINWOODComment 2:Comment 3: tjkComment 4: Mietek 916-806-0250



LAS GALLINAS AVENorthbound

MILLER CREEK RD Eastbound

MARKS TRAFFIC DATA

File Name : las gallinas-school-aSite Code : 2Start Date : 1/22/2008Page No : 1

MARINWOOD

tjkMietek 916-806-0250

Groups Printed- Vehicles OnlyLAS GALLINAS AV

Southbound0

WestboundLAS GALLINAS AV

NorthboundSCHOOL D/W


07:00 4 182 0 186 0 0 0 0 0 6 2 8 0 0 0 0 19407:15 11 156 0 167 0 0 0 0 0 10 19 29 7 0 0 7 20307:30 27 80 0 107 0 0 0 0 0 11 56 67 36 0 20 56 23007:45 36 46 0 82 0 0 0 0 0 32 83 115 59 0 84 143 340Total 78 464 0 542 0 0 0 0 0 59 160 219 102 0 104 206 967

08:00 1 99 0 100 0 0 0 0 0 53 4 57 7 0 6 13 17008:15 5 108 0 113 0 0 0 0 0 21 5 26 2 0 1 3 14208:30 1 92 0 93 0 0 0 0 0 21 2 23 2 0 1 3 11908:45 0 107 0 107 0 0 0 0 0 18 5 23 2 0 1 3 133Total 7 406 0 413 0 0 0 0 0 113 16 129 13 0 9 22 564

Grand Total 85 870 0 955 0 0 0 0 0 172 176 348 115 0 113 228 1531Apprch % 8.9 91.1 0 0 0 0 0 49.4 50.6 50.4 0 49.6

Total % 5.6 56.8 0 62.4 0 0 0 0 0 11.2 11.5 22.7 7.5 0 7.4 14.9

LAS GALLINAS AVSouthbound

0Westbound

LAS GALLINAS AV Northbound

SCHOOL D/WEastbound


07:00 4 182 0 186 0 0 0 0 0 6 2 8 0 0 0 0 19407:15 11 156 0 167 0 0 0 0 0 10 19 29 7 0 0 7 20307:30 27 80 0 107 0 0 0 0 0 11 56 67 36 0 20 56 23007:45 36 46 0 82 0 0 0 0 0 32 83 115 59 0 84 143 340

Total Volume 78 464 0 542 0 0 0 0 0 59 160 219 102 0 104 206 967% App. Total 14.4 85.6 0 0 0 0 0 26.9 73.1 49.5 0 50.5

PHF .542 .637 .000 .728 .000 .000 .000 .000 .000 .461 .482 .476 .432 .000 .310 .360 .711

LAS GALLINAS AV

SC

HO

OL

D/W

0

LAS GALLINAS AV

RT78

TH464

LT0


RT

0

TH

0

LT

0

Ou

tT

ota

lIn

0

0

0

LT160

TH59

RT0


LT10

4

TH

0

RT10

2

To

tal

Ou

tIn

23

8

20

6

44

4


Peak Hour Data

North

las gallinas-school-a.xlsPeds + Bikes


File Name: C:\Petra Pro\2008\Marinwood\las gallinas-school-a.ppdStart Date: 1/22/2008Start Time: 7:00:00 AMSite Code: 2

Comment 1: MARINWOODComment 2:Comment 3: tjkComment 4: Mietek 916-806-0250

LAS GALLINAS AVSouthbound

0Westbound

LAS GALLINAS AV Northbound

SCHOOL D/WEastbound

MARKS TRAFFIC DATA

File Name : las gallinas-lucas-aSite Code : 3Start Date : 1/22/2008Page No : 1

CITY OF SAN RAFAELMarinwoodtjkMietek 916-806-0250

Groups Printed- Vehicles OnlyLAS GALLINAS AVE

SouthboundLUCAS VALLEY RD

WestboundLAS GALLINAS AVE

NorthboundLUCAS VALLEY RD


07:00 1 114 58 173 0 27 8 35 12 3 4 19 25 76 1 102 32907:15 0 119 38 157 2 26 9 37 16 12 4 32 61 136 15 212 43807:30 3 71 39 113 12 32 10 54 12 39 10 61 90 149 12 251 47907:45 5 63 54 122 32 49 19 100 21 69 23 113 97 152 16 265 600Total 9 367 189 565 46 134 46 226 61 123 41 225 273 513 44 830 1846

08:00 4 68 36 108 9 84 22 115 23 36 56 115 103 151 4 258 59608:15 1 53 53 107 6 54 11 71 17 13 19 49 113 156 8 277 50408:30 0 77 29 106 2 59 27 88 20 19 11 50 98 145 4 247 49108:45 3 54 40 97 0 82 23 105 24 19 12 55 103 140 3 246 503Total 8 252 158 418 17 279 83 379 84 87 98 269 417 592 19 1028 2094

Grand Total 17 619 347 983 63 413 129 605 145 210 139 494 690 1105 63 1858 3940Apprch % 1.7 63 35.3 10.4 68.3 21.3 29.4 42.5 28.1 37.1 59.5 3.4

Total % 0.4 15.7 8.8 24.9 1.6 10.5 3.3 15.4 3.7 5.3 3.5 12.5 17.5 28 1.6 47.2


LUCAS VALLEY RD Westbound

LAS GALLINAS AVE Northbound

LUCAS VALLEY RD Eastbound


07:45 5 63 54 122 32 49 19 100 21 69 23 113 97 152 16 265 60008:00 4 68 36 108 9 84 22 115 23 36 56 115 103 151 4 258 59608:15 1 53 53 107 6 54 11 71 17 13 19 49 113 156 8 277 50408:30 0 77 29 106 2 59 27 88 20 19 11 50 98 145 4 247 491

Total Volume 10 261 172 443 49 246 79 374 81 137 109 327 411 604 32 1047 2191% App. Total 2.3 58.9 38.8 13.1 65.8 21.1 24.8 41.9 33.3 39.3 57.7 3.1

PHF .500 .847 .796 .908 .383 .732 .731 .813 .880 .496 .487 .711 .909 .968 .500 .945 .913

LAS GALLINAS AVE

LU

CA

S V

AL

LE

Y R

D

LU

CA

S V

AL

LE

Y R

D

LAS GALLINAS AVE

RT10

TH261

LT172


RT4

9

TH24

6

LT7

9

Ou

tT

ota

lIn

85

7

37

4

12

31

LT109

TH137

RT81


LT3

2

TH60

4

RT41

1

To

tal

Ou

tIn

36

5

10

47

1

41

2


Peak Hour Data

North

las gallinas-lucas-a.xlsPeds + Bikes


File Name: c:\petra pro\2008\marinwood\las gallinas-lucas-a.ppdStart Date: 1/22/2008Start Time: 7:00:00 AMSite Code: 3

Comment 1: CITY OF SAN RAFAELComment 2: MarinwoodComment 3: tjkComment 4: Mietek 916-806-0250


LUCAS VALLEY RD Westbound

LAS GALLINAS AVE Northbound


MARKS TRAFFIC DATA

File Name : 101sb-lucas-aSite Code : 4Start Date : 1/22/2008Page No : 1


Groups Printed- Vehicles Only0


WestboundUS 101 SB RAMPS



07:00 0 0 0 0 0 50 34 84 116 0 14 130 91 52 0 143 35707:15 0 0 0 0 0 62 40 102 127 0 21 148 113 69 0 182 43207:30 0 0 0 0 0 77 41 118 107 0 17 124 123 80 0 203 44507:45 0 0 0 0 0 106 49 155 125 0 8 133 97 107 0 204 492Total 0 0 0 0 0 295 164 459 475 0 60 535 424 308 0 732 1726

08:00 0 0 0 0 0 117 50 167 137 0 16 153 116 108 0 224 54408:15 0 0 0 0 0 87 53 140 142 0 17 159 117 115 0 232 53108:30 0 0 0 0 0 98 69 167 156 0 24 180 97 102 0 199 54608:45 0 0 0 0 0 124 59 183 158 0 28 186 121 104 0 225 594Total 0 0 0 0 0 426 231 657 593 0 85 678 451 429 0 880 2215

Grand Total 0 0 0 0 0 721 395 1116 1068 0 145 1213 875 737 0 1612 3941Apprch % 0 0 0 0 64.6 35.4 88 0 12 54.3 45.7 0

Total % 0 0 0 0 0 18.3 10 28.3 27.1 0 3.7 30.8 22.2 18.7 0 40.9

0Southbound

LUCAS VALLEY RDWestbound

US 101 SB RAMPSNorthbound



08:00 0 0 0 0 0 117 50 167 137 0 16 153 116 108 0 224 54408:15 0 0 0 0 0 87 53 140 142 0 17 159 117 115 0 232 53108:30 0 0 0 0 0 98 69 167 156 0 24 180 97 102 0 199 54608:45 0 0 0 0 0 124 59 183 158 0 28 186 121 104 0 225 594

Total Volume 0 0 0 0 0 426 231 657 593 0 85 678 451 429 0 880 2215% App. Total 0 0 0 0 64.8 35.2 87.5 0 12.5 51.2 48.8 0

PHF .000 .000 .000 .000 .000 .859 .837 .898 .938 .000 .759 .911 .932 .933 .000 .948 .932

0

LU

CA

S V

AL

LE

Y R

D

LU

CA

S V

AL

LE

Y R

D

US 101 SB RAMPS

RT0

TH0

LT0

InOut Total0 0 0

RT

0

TH42

6

LT23

1

Ou

tT

ota

lIn

10

22

6

57

1

67

9

LT85

TH0

RT593


LT

0

TH42

9

RT45

1

To

tal

Ou

tIn

51

1

88

0

13

91


Peak Hour Data

North

101sb-lucas-a.xlsPeds + Bikes


File Name: C:\Petra Pro\2008\Marinwood\101sb-lucas-a.ppdStart Date: 1/22/2008Start Time: 7:00:00 AMSite Code: 4


0Southbound


US 101 SB RAMPSNorthbound


MARKS TRAFFIC DATA

File Name : miller-lucas-aSite Code : 5Start Date : 1/22/2008Page No : 1


Groups Printed- Vehicles OnlyMILLER CREEK RD


Westbound0



07:00 5 0 32 37 6 26 0 32 0 0 0 0 0 75 2 77 14607:15 14 0 102 116 5 27 0 32 0 0 0 0 0 108 3 111 25907:30 13 0 129 142 10 35 0 45 0 0 0 0 0 115 3 118 30507:45 24 0 147 171 24 50 0 74 0 0 0 0 0 112 10 122 367Total 56 0 410 466 45 138 0 183 0 0 0 0 0 410 18 428 1077

08:00 24 0 128 152 39 97 0 136 0 0 0 0 0 128 11 139 42708:15 14 0 118 132 28 32 0 60 0 0 0 0 0 181 25 206 39808:30 8 0 139 147 19 53 0 72 0 0 0 0 0 95 6 101 32008:45 23 0 126 149 12 72 0 84 0 0 0 0 0 95 2 97 330Total 69 0 511 580 98 254 0 352 0 0 0 0 0 499 44 543 1475

Grand Total 125 0 921 1046 143 392 0 535 0 0 0 0 0 909 62 971 2552Apprch % 12 0 88 26.7 73.3 0 0 0 0 0 93.6 6.4

Total % 4.9 0 36.1 41 5.6 15.4 0 21 0 0 0 0 0 35.6 2.4 38

MILLER CREEK RDSouthbound


0Northbound



07:45 24 0 147 171 24 50 0 74 0 0 0 0 0 112 10 122 36708:00 24 0 128 152 39 97 0 136 0 0 0 0 0 128 11 139 42708:15 14 0 118 132 28 32 0 60 0 0 0 0 0 181 25 206 39808:30 8 0 139 147 19 53 0 72 0 0 0 0 0 95 6 101 320

Total Volume 70 0 532 602 110 232 0 342 0 0 0 0 0 516 52 568 1512% App. Total 11.6 0 88.4 32.2 67.8 0 0 0 0 0 90.8 9.2

PHF .729 .000 .905 .880 .705 .598 .000 .629 .000 .000 .000 .000 .000 .713 .520 .689 .885

MILLER CREEK RD

LU

CA

S V

AL

LE

Y R

D

LU

CA

S V

AL

LE

Y R

D

0

RT70

TH0

LT532


RT11

0

TH23

2

LT

0

Ou

tT

ota

lIn

10

48

3

42

1

39

0

LT0

TH0

RT0

Out TotalIn0 0 0

LT5

2

TH51

6

RT

0

To

tal

Ou

tIn

30

2

56

8

87

0


Peak Hour Data

North

miller-lucas-a.xlsPeds + Bikes


File Name: C:\Petra Pro\2008\Marinwood\miller-lucas-a.ppdStart Date: 1/22/2008Start Time: 7:00:00 AMSite Code: 5


MILLER CREEK RDSouthbound


0Northbound


Subject: Final Draft Report: Miller Creek Road Interchange ... Creek Rd... · 141 Stony Circle...

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Transcript of Subject: Final Draft Report: Miller Creek Road Interchange ... Creek Rd... · 141 Stony Circle...