los lomas road speed study - city of albuquerque · las lomas road speed study final report city of...

LAS LOMAS ROAD SPEED STUDY

Las Lomas Road Speed Study

Final Report City of Albuquerque – Department of Municipal Development

Page | i

Table of Contents

INTRODUCTION ..................................................................................................................................................................... 1 1.A. PROJECT PURPOSE ...................................................................................................................................................... 1 1.B. PROJECT DESCRIPTION ............................................................................................................................................... 1 1.C. BACKGROUND OF SPEED LIMITS ................................................................................................................................ 3 1.D. SETTING SPEED LIMITS ................................................................................................................................................ 3 2. EXISTING CONDITIONS .................................................................................................................................................... 5 2.A. COUNT LOCATIONS ....................................................................................................................................................... 5 2.B. EXISTING CONDITIONS ................................................................................................................................................. 5 3. DATA ................................................................................................................................................................................... 7 3.A. ADT .................................................................................................................................................................................. 7 3.B. PEAK HOUR TRAFFIC VOLUMES .................................................................................................................................. 7 3.C. SPEED STUDY RESULTS .............................................................................................................................................. 8 3.D. CRASH DATA ................................................................................................................................................................ 10 4. U.S. LIMITS SPEED LIMITS PROGRAM .......................................................................................................................... 11 5. CONCLUSION ................................................................................................................................................................... 12 Appendices ............................................................................................................................................................................ 13



Page | ii

List of Tables Table 3.A.1. Las Lomas Road ADT ..................................................................................................................................... 7 Table 3.B.1. Las Lomas Road Peak Hour Traffic Volumes (vph) ......................................................................................... 7 Table 3.C.1. Las Lomas Road Segment 1 Speed Study ..................................................................................................... 8 Table 3.C.2. Las Lomas Road Segment 2 Speed Study ................................................................................................................ 8 Table 3.C.3. Las Lomas Road Segment 3 Speed Study ................................................................................................................ 8 Table 3.C.4. Las Lomas Road Segment 4 Speed Study ................................................................................................................ 8 Table 3.C.5. Las Lomas Road Segment 5 Speed Study ................................................................................................................ 9 Table 3.C.4. Las Lomas Road ADT ≥ 25 mph ................................................................................................................................ 9 Table 3.D.1. Las Lomas Road Crash Summary ............................................................................................................................ 10 Table 5.1. COA NMTP Traffic Calming Measures ..................................................................................................................... 12



Page | iii

List of Figures FIGURE 1.B.1. STUDY LOCATION ..................................................................................................................................... 1 FIGURE 1.B.2. STUDY LIMITS ............................................................................................................................................ 2 FIGURE 2.1. COUNT LOCATIONS ................................................................................................................................... 6 FIGURE 2.2. EXISTING LAS LOMAS ROAD TYPICAL SECTION FROM CEDAT STREET TO UNIVERSITY BLVD. .... 6 FIGURE 2.3. EXISTING LAS LOMAS ROAD TYPICAL SECTION FROM ENCINO PLACE TO CEDAT STREET .......... 6



Page | 1

INTRODUCTION The City of Albuquerque – Department of Municipal Development (Traffic Engineering Design Division) has requested

that Souder, Miller & Associates conduct at speed study along Las Lomas Road in northeast Albuquerque.

1.A. PROJECT PURPOSE A speed study on Las Lomas Road from University Boulevard to Encino Place was conducted to determine the

following:

Evaluate the 85th percentile speed along Las Lomas Road at five (5) locations; Calculate average and daily peak hour traffic volumes along Las Lomas Road.

As part of this study, an evaluation and cataloging of existing roadway conditions, collection of historical ADT, and

crash data will be completed.

1.B. PROJECT DESCRIPTION The study area will be a 0.36 mile (1900.80 LF) section of Las Lomas Road from University Boulevard to Encino Place.

Figure 1.B.1. below displays the study location and Figure 1.B.2. on page 2 displays the study limits.

FIGURE 1.B.1. STUDY LOCATION

Page | www.soudermiller.comEngineering Environmental Surveying

FIGURE 1.B.2.STUDY LIMITS

Las Lomas Road Speed StudyFinal Report

City of Albuquerque - Department of Municipal Development

2

NTS

Las Lomas Road

Lomas Boulevard

Medical Arts Avenue

Unive

rsity

Boule

vard

Sigma Chi Road

Mesa Vista Road

Encin

o Plac

e

Roma Avenue

Ceda

r Stre

et

Ridge

Place

Spruce

Street

Sycam

ore St

reet

Maple

StreetRid

ge Pl

ace

Spruc

e Stre

et

Marquette Place

Dr. Martin Luther King Jr Drive

Ash Street



Page | 3

1.C. BACKGROUND OF SPEED LIMITS Speed limits are established on roadways of virtually all classifications, from interstate freeways to low volume local

streets. The primary purpose of speed limits is to give motorists clear instruction as to what is a reasonable speed for them to drive at while traveling on a given roadway.

Among regulatory signage, speed limit signs arguably contain the most critical information that motorists need to be

informed of while driving (next to stop signs, which are considered the highest impact regulatory sign). Drivers unfamiliar with a roadway often do not realize what characteristics the roadway has, and properly established speed limit signs give them the information they need to drive the roadway safely.

The NMDOT has guidelines for analyzing and establishing posted speed limits; the following text is based on one such

example:

Realistic posted speed limits are of public importance for many reasons:

They invite public compliance by conforming to the behavior or the driving majority They give clear reminders of safe and reasonable speeds to non-conforming violators They offer the most effective tool for law enforcement of safe driving They will minimize public antagonism toward law enforcement that results from unreasonable regulations

Improperly, or artificially low, posted speed limits can cause problems for state and local agencies for several reasons:

They do not encourage voluntary compliance, since they do not reflect the behavior of the majority They make the behavior of the majority unlawful The maximize public antagonism toward law enforcement, since the perception is that the police are

enforcing a “speed trap” The create a bad image for a community in the eyes of tourists / visitors

1.D. SETTING SPEED LIMITS In accordance with Section 66-7-303 of the New Mexico Criminal and Traffic Law Manual, the speed limit on state

highways shall be set by the Cabinet Secretary of the Department of Transportation, based on an engineering survey and traffic investigation that includes the following parameters.

Spot speed studies (typically consisting of 100 vehicles) Roadway geometry/number of lanes Roadside environment and characteristics Building setbacks (if within a commercial business district) Driveway and intersection spacing/density Historical crash data for the roadway study area

Many speed limits are established using the theory of 85th percentile. Out of the (typically) 100 vehicles surveyed,

beginning with the fasted vehicle speed recorded the 15th vehicle from that speed is determined to show where the 85th percentile speed is. This is assuming that most drivers (85%) drive within reasonable limits. The posted speed limit can be established and is usually the 5 – mph increment just below the 85th percentile speed. For example, if the 85th percentile speed



Page | 4

has been determined by an engineering survey to be 57 mph, the posted speed would be 55 mph. This method of posting speed limits allows for a reasonable posted speed limit that can be enforced by local agencies, without creating a speed trap.

For surveys with a different amount than 100 vehicles, the 85th percentile speed is determined by the following formula:

100/15 = # of vehicles surveyed/X (where x = the vehicle at the 85th percentile). For example, a 50 vehicle survey would result in:

10015

50

Where x = 7.5, or the 8th vehicle in the survey

Other methods are frequently used to further analyze the posting of speed limits – these are the mode, median, and geometric mean:

Mode is the most frequently clocked vehicle speed in a given survey. For example, in a 100 vehicle survey

where 12 vehicles were clocked traveling 55 mph and no other speed was observed as frequently, the mode is 55 mph.

Median is the numerical midpoint of a given survey. For example, in a survey of 100 vehicles, the speeds of the 50th and 51st vehicles are added and divided by 2 to obtain the median speed. If the 50th vehicle of such a survey was traveling at 56 mph and the 51st vehicle was also traveling at 56 mph, the resulting median would be (56 + 56)÷2 = 112÷2 = 56 mph

Geometric mean is described as follows: “an average of a set of numbers that is calculated by multiplying all the numbers (“n”), and taking the nth root of the total.”

Formula for Geometric Mean:

…… . . / X = Individual score (speed)

N = Sample size (number of scores) Geometric Mean Example: Sample speeds = 51, 52, 55, 58, and 60 mph Step 1: N = 5, the total number of values, 0.2 Step 2: Determine geometric mean using the formula.

51 52 55 58 60 . 55.09

In most cases, the geometric mean of a speed study will be of similar value of the median, often within 1 to 2 mph of either side of the median. In the above example, the median speed would be the third vehicle surveyed (55 mph), and the geometric mean is 55.09 mph.



Page | 5

2. EXISTING CONDITIONS

2.A. COUNT LOCATIONS The study area included five (5) volume and speed count locations which were at the following locations:

Segment 1 – Las Lomas Road from University Boulevard to Sycamore Street; Segment 2 – Las Lomas Road from Sycamore Street to Spruce Street; Segment 3 – Las Lomas Road from Spruce Street to Ridge Place; Segment 4 – Las Lomas Road from Ridge Place to Cedar Street; Segment 5 – Las Lomas Road from Cedar street to Encino Place.

Figure 2.1. on page 6 displays the segment locations.

2.B. EXISTING CONDITIONS Figure 2.2. on page 6 displays the existing typical section of Las Lomas Road from Cedar Street to University

Boulevard and Figure 2.3. on the same page displays the existing typical section of Las Lomas Road from Encino Place to Cedar Street. Within the study limits, there are 4 intersections and approximately 35 driveways that provide access to residential homes. Also to be noted, the speed limit within the study limits is 25 mph and Segment 5 between Cedar Street and Encino Place is a one-way westbound street.

Page | www.soudermiller.comEngineering Environmental Surveying

FIGURE 2.3.EXISTING LAS LOMAS ROAD TYPICAL SECTION FROM

Las Lomas Road Speed StudyFinal Report

City of Albuquerque - Department of Municipal Development

6

~12.5'ASPHALT PAVEMENT

~2.62'C&G ~4'

BUFFER

FIGURE 2.1.COUNT LOCATIONS

NTS

Sycam

ore St

reet

Las Lomas Road

Unive

rsity

Boule

vard

Spruce

Street

Encin

o Plac

eCe

dar S

treet

Ridge

Place

SEGMENT 5

SEGMENT 4

SEGMENT 3

SEGMENT 2

SEGMENT 1

Las Lomas Road

FIGURE 2.2.EXISTING LAS LOMAS ROAD TYPICAL SECTION FROM

~6.5' - ~7'BUFFER

~2.62'C&G ~28'

ASPHALT PAVEMENT

~2.62'C&G ~6' - ~8'

BUFFER

ENCINO PLACE TO CEDAR STREET

CEDAR STREET TO UNIVERSITY BLVD.

~3.5' - ~6'SIDE-WALK

~3.5' - ~6'SIDE-WALK

~4'SIDE-WALK

~2.62'C&G~4.5'

SIDE-WALK



Page | 7

3. DATA

3.A. ADT The ADT for the five (5) count locations are listed below in Table 3.A.1.

Table 3.A.1. Las Lomas Road ADT

Count Location Westbound Eastbound ADT Segment 1 841 430 1271 Segment 2 636 288 924 Segment 3 552 143 695 Segment 4 503 126 629 Segment 5 393 - 393 Average 585.0 246.8 782.4

The Las Lomas Road study area directional ADT ranges from 126 to 841 vehicles per day.

3.B. PEAK HOUR TRAFFIC VOLUMES The peak hour traffic volumes for the five (5) count locations are shown below from Table 3.B.1.

Table 3.B.1. Las Lomas Road Peak Hour Traffic Volumes (vph)

Count Location Peak Hour Westbound (Peak Hour) Eastbound (Peak Hour)

Segment 1 AM Peak 64 (8:45 AM - 9:45 AM) 45 (9:15 AM - 10:15 AM) PM Peak 100 (4:15 PM - 5:15 PM) 42 (2:30 PM - 34:30 PM)



Segment 4 AM Peak 50 (8:45 AM - 9:45 AM) 17 (9:00 AM - 10:00 AM) PM Peak 54 (5:00 PM - 6:00 PM) 14 (4:15 AM - 5:15 AM)

Segment 5 AM Peak 44 (7:30 AM - 8:30 AM) - PM Peak 44 (12:45 PM - 1:45 PM) -

The Las Lomas Road study area peak hour traffic volumes range from 14 to 100 vehicles per hour.



Page | 8

3.C. SPEED STUDY RESULTS The results of the speed study are displayed below from Table 3.C.1. to Table 3.C.5.

Table 3.C.1.

Segment 1 Speed Study Speed Westbound Eastbound Total

Average 17.8 15.9 17.1 10 mph Pace 19.9 - 29.8 (54.3%) 15.0 - 24.9 (44.8%) 15.0 - 24.9 (51.8%)

50th Percentile 20.8 16.0 20.3 67th Percentile 22.7 21.5 22.4 85th Percentile 24.8 23.9 24.5

Table 3.C.2.


Average 20.2 17.6 19.4 10 mph Pace 19.9 - 29.8 (65.9%) 20.1 - 30.0 (54.2%) 19.9 - 19.8 (62.3%)


Table 3.C.3.


Average 15.2 11.2 14.4 10 mph Pace 15.0 - 24.9 (49.5%) 8.3 - 18.2 (56.3%) 15.0 - 24.9 (45.5%)


Table 3.C.4. Segment 4 Speed Study

Speed Westbound Eastbound Total Average 19.2 15.5 16.8

10 mph Pace 19.9 - 29.8 (60.5%) 6.0 - 15.9 (58.1%) 19.9 - 29.8 (57.0%) 50th Percentile 21.7 12.9 21.3 67th Percentile 23.5 21.3 23.2 85th Percentile 27.0 23.7 26.3



Page | 9

Table 3.C.5. Segment 5 Speed Study

Speed Westbound Eastbound Total Average 13.6 - 13.6

10 mph Pace 7.6 - 17.5 (41.0%) - 7.6 - 17.5 (41.0%) 50th Percentile 13.5 - 13.5 67th Percentile 17.6 - 17.6 85th Percentile 22.7 - 22.7

When considering whether to establish a new posted speed limit or not, surveying the existing traffic speeds is crucial

to determining a reasonable posted speed limit.

Before a posted speed limit can be adjusted, an analysis must be conducted to ascertain whether or not the speed limit can be adjusted without resulting in further increases of motorists’ travel speeds. Motorists usually drive at speeds which they perceive as safe, based on the observable roadway conditions. A flat and straight roadway may result in a different travel speed than the posted speed limit due to the driver’s observation of the roadway condition.

In relation to Las Lomas Road, the posted speed limit is 25 mph, roadway conditions are consistent; controlled access,

satisfactory pavement conditions, two travel lanes, and on-street parking. Table 3.C.6 displays that 13 percent of the total ADT of the five count locations recorded speeds greater than the posted speed limit of 25 mph.

Table 3.C.6.

Las Lomas Road ADT ≥ 25 mph Speed (mph) 0 - 19.9 MPH 20 - 24.9 MPH ≥ 25 MPH Avg. ADT Segment 1 615.5 48% 508.5 40% 146.5 12% 1270.5 Segment 2 317.5 34% 414.5 45% 191.5 21% 923.5 Segment 3 469.5 68% 201 29% 24.5 4% 695 Segment 4 245 40% 253.5 42% 112 18% 610.5 Segment 5 283 72% 97 25% 13 3% 393 Average 386.1 50% 294.9 38% 97.5 13% 778.5



Page | 10

3.D. CRASH DATA Crash data was requested from the Mid-Region Council of Governments. The crash data requested showed there

were 11 recorded crashes within the study area from 2013 to 2015.

Table 3.D.1. Las Lomas Road Crash Summary

Year Location Cause of Crash Crash Analysis Crash Severity Crash Correct with Traffic Calming?

2013 Encino Place Driverless Vehicle Vehicle Parked in Proper

Location Property Damage

Only Crash No

2013

Las Lomas Road / University Boulevard

Driver Inattention (Includes Cell Phone)

Non-Intersection - From Same Direction/Rear End

Collision Non-Fatal Crash

(Injury) No

2014

University Boulevard / Las

Lomas Road Following Too Close

Non-Intersection - From Same Direction/Rear End

Collision Property Damage

Only Crash Yes

2014


Lomas Road - - Property Damage

Only Crash -

2014 1409 Las Lomas

Road - - Property Damage

Only Crash -

2015 Las Lomas Road Following Too Close - Property Damage

Only Crash Yes

2015


Lomas Road Entering Driveway Access Other Vehicle - One Right

Turn/Entering At Angle Property Damage

Only Crash No

2015


Lomas Road Driver Inattention (Includes

Cell Phone) Other Vehicle - From Opposite Direction

Non-Fatal Crash (Injury) No

2015


Lomas Road

Failure to Yield (inlcuded FTY for Police or

Emergency Vehicle) Other Vehicle - One Left Turn/Entering At Angle


2015


Lomas Road Driver Inattention (Includes

Cell Phone) Pedestrian Collision - Vehicle

Turning Left Non-Fatal Crash

(Injury) No

2015

Las Lomas Road / University Boulevard

Backing from Driveway Access

Other Vehicle - From Same Direction/Rear End Collision




Page | 11

4. U.S. LIMITS SPEED LIMITS PROGRAM U.S. Limits is an FHWA sponsored program used to analyze speed limits. This program calculates a recommended

speed limit based on the criteria given, which is listed on the website as follows:

Density of surrounding development (e.g. high density, low density, or rural); Frequency of roadside access (e.g. number of residential driveways, commercial, industrial, shopping, and

special activity properties, and the number and type of intersection roads); Road function (e.g. traffic movement vs. access to abutting properties); Road characteristics (e.g. paved width, divided or undivided, lane width, number and lanes, and sight

restrictions); Road conditions and important high speed road characteristics (e.g. interchange spacing, AADT, and

shoulders); Existing vehicle operating speeds; Adjoining speed limits and; Any special conditions that may exist on the road section (e.g. adverse alignment, pedestrian and roadside

activities, high crash rates, etc.).

This analysis was used for Las Lomas Road from University Boulevard to Cedar Street and based on the data entered into http://www.uslimits.com for the above-listed categories. The output sheet is shown in Appendix A – U.S. Limits Output. The U.S. Limits Output recommended a speed limit of 20 mph that should only be reduced as a last measure after other treatments have been tried or ruled out.



Page | 12

5. CONCLUSION After evaluating the volume and speed data within the project area, it is concluded that only 13% of the traffic is

exceeding 25 mph and the 85th percentile speed of traffic is not exceeding the posted speed limit by 5 mph or more at the count locations. In order to meet criteria for traffic calming measures as outlined in the City of Albuquerque’s Neighborhood Traffic Management Program, at least two (2) of the following threshold criteria must be met:

Figure 5.1.

COA NMTP Traffic Calming Measures Description Warranted?

Reported crashes in the past 3 years that could be corrected with traffic calming Yes Peak-hour traffic volume greater than 400 vehicles in one direction No

25% of peak-hour traffic is non-local cut-through traffic Not Studied 85th percentile speeds exceeds the posted speed limit by 5 mph or more No

Based on the data collected, Las Lomas Road meets only 1 of the 4 warrants and therefore DOES NOT meet the

minimum COA NTMP traffic calming measures threshold.



Page | 13

Appendices • Appendix A – USLIMITS2 Speed Zoning Report • Appendix B – Volume and Speed Data • Appendix C – Crash Data



Page | A 1

Appendix A



Page | B 1

Appendix B

Special Speed Study Report: Las Lomas (seg 1)

Station ID : Las Lomas (seg 1)Info Line 1 : Between University & SycamoreInfo Line 2 : Albuquerque

DB File : LL 1.DBNumber of Lanes :

0.0 mph1

Posted Speed Limit :

1.66ApolloLast Connected Device Type :

Version Number :Serial Number :

GPS Lat/Lon :

Lane #1 Configuration

# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length Comment

1. Westbound Ax-Ax 4.0 ft 6.0 ft

Lane #1 Special Speed Study Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 07:00 18 18 4 1 0 0 0 0 0 0 0 0 0 0 0 0 41 08:00 25 25 3 0 0 0 0 0 0 0 0 0 0 0 0 0 53 09:00 26 31 3 0 0 0 0 0 0 0 0 0 0 0 0 0 60 10:00 23 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 35 11:00 20 29 9 0 0 0 0 0 0 0 0 0 0 0 0 0 58 12:00 34 32 6 2 0 0 0 0 0 0 0 0 0 0 0 0 74 13:00 24 29 8 0 0 0 0 0 0 0 0 0 0 0 0 0 61 14:00 22 17 14 0 0 0 0 0 0 0 0 0 0 0 0 0 53 15:00 29 40 10 3 0 0 0 0 0 0 0 0 0 0 0 0 82 16:00 26 51 14 4 1 0 0 0 0 0 0 0 0 0 0 0 96 17:00 26 35 12 2 0 0 0 0 0 0 0 0 0 0 0 0 75 18:00 20 21 6 0 0 0 0 0 0 0 0 0 0 0 0 0 47 19:00 10 10 3 1 0 0 0 0 0 0 0 0 0 0 0 0 24 20:00 9 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 21 21:00 4 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 22:00 6 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 12 23:00 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6

Daily Total : 2 0 0 0 0 0 0 0 0 0 0 0 824329 378 101 1440% 46% 12% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :

Cum. Percent :Average :

40% 86% 98% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 14 16 4 1 0 0 0 0 0 0 0 0 0 0 0 0 35

Average Speed 50% Speed : 67% Speed : 85% Speed : 18.3 mph 21.3 mph 23.0 mph 24.9 mph10mph Pace: 19.9 - 29.8 (58.3%)

Centurion Special Speed Study Report Printed: 04/27/17 Page 1Centurion Special Speed Study Report Printed: 04/27/17 Page 1

Station: Las Lomas (seg 1) Lane #1 Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Wed 01:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12 07:00 20 19 8 1 0 0 0 0 0 0 0 0 0 0 0 0 48 08:00 31 29 4 0 0 0 0 0 0 0 0 0 0 0 0 0 64 09:00 17 24 6 0 0 0 0 0 0 0 0 0 0 0 0 0 47 10:00 28 16 7 1 1 0 0 0 0 0 0 0 0 0 0 0 53 11:00 24 28 8 1 2 0 0 0 0 0 0 0 0 0 0 0 63 12:00 32 25 8 1 0 0 0 0 0 0 0 0 0 0 0 0 66 13:00 40 26 5 0 0 0 0 0 0 0 0 0 0 0 0 0 71 14:00 27 25 7 0 0 0 0 0 0 0 0 0 1 0 0 0 60 15:00 28 25 7 3 1 0 0 0 0 0 0 0 0 0 0 0 64 16:00 43 32 9 2 0 0 0 0 0 0 0 0 0 0 0 0 86 17:00 39 33 8 0 0 0 0 0 0 0 0 0 0 0 0 0 80 18:00 24 16 3 1 0 0 0 0 0 0 0 0 0 0 0 0 44 19:00 17 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 20:00 13 17 1 1 0 0 0 0 0 0 0 0 0 0 0 0 32 21:00 11 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 18 22:00 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12 23:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2



48% 88% 98% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 17 14 4 1 0 0 0 0 0 0 0 0 0 0 0 0 36





# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment

3. Eastbound Ax-Ax 4.0 ft 6.0 ft


Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 06:00 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 07:00 17 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 08:00 20 10 3 0 0 0 0 0 0 0 0 0 0 0 0 0 33 09:00 28 8 3 0 0 0 0 0 0 0 0 0 0 0 0 0 39 10:00 22 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 34 11:00 24 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 35 12:00 22 7 6 0 0 0 0 0 0 0 0 0 0 0 0 0 35 13:00 15 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 33 14:00 12 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 23 15:00 22 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 16:00 18 12 1 0 0 0 0 0 0 0 0 0 0 0 0 0 31 17:00 21 15 4 0 0 0 0 0 0 0 0 0 0 0 0 0 40 18:00 14 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 19:00 5 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 9 20:00 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 21:00 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 22:00 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3



59% 93% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 11 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 07:00 11 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 20 08:00 16 16 2 0 0 0 0 0 0 0 0 0 0 0 0 0 34 09:00 22 10 2 1 0 0 0 0 0 0 0 0 0 0 0 0 35 10:00 15 6 1 0 0 0 0 0 0 0 0 1 0 0 0 0 23 11:00 17 18 1 0 0 0 0 0 0 0 0 0 0 0 0 0 36 12:00 14 14 4 1 0 0 0 0 0 0 1 0 0 0 0 0 34 13:00 18 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 30 14:00 22 13 2 0 0 0 0 0 0 0 0 0 0 0 0 0 37 15:00 17 12 6 1 0 0 0 0 0 1 0 0 0 0 0 0 37 16:00 13 10 2 0 0 0 0 0 0 0 0 0 0 0 0 0 25 17:00 21 7 2 2 0 0 0 0 0 0 0 0 0 0 0 0 32 18:00 15 12 2 0 0 1 0 0 0 0 0 0 0 0 0 0 30 19:00 20 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 20:00 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 21:00 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 22:00 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 23:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3



56% 91% 98% 99% 99% 99% 99% 99% 99% 100% 100% 100% 100% 100% 100% 100% 10 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

Centurion Special Speed Study Report Printed: 04/27/17 Page 5

Station: Las Lomas (seg 1) Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Special Speed Study Summary: Las Lomas (seg 1)

Description 19.9 0 -

#1 #220 - 24.9 29.9

25 - #3

30 - 34.9

#4 #535 - 39.9 44.9

40 - #6

49.9 45 - #7 #8

50 - 54.9 59.9

55 - #9 #10

60 - 64.9 69.9

65 - #11 #12

70 - 74.9 79.9

75 - #13 #14

80 - 84.9 89.9

85 - #15 #16

Other Total

Grand Total #1: 737 720 190 27 6 0 0 0 0 0 0 1 0 0 0 168144% 43% 11% 2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :


0

44% 87% 98% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 15 15 4 1 0 0 0 0 0 0 0 0 0 0 0 0 35

Average Speed 17.8 mph 50% Speed : 20.8 mph 67% Speed :10mph Pace: 19.9 - 29.8 (54.3%)

22.7 mph 85% Speed : 24.8 mphADT = 840



1

57% 92% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 10 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17


21.5 mph 85% Speed : 23.9 mphADT = 430

Comb. Total : 1231 1017 248 34 6 1 0 0 0 1 1 1 0 0 0 254148% 40% 10% 1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :


1

48% 88% 98% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 26 21 5 1 0 0 0 0 0 0 0 0 0 0 0 0 53


22.4 mph 85% Speed : 24.5 mphADT = 1270


Las Lomas (seg 1) Charts For Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Mean50%67%85%

Speed Percent vs. Time (all lanes)00

:00

01:0

0

02:0

0

03:0

0

04:0

0

05:0

0

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

19:0

0

20:0

0

21:0

0

22:0

0

23:0

0

SPEE

D

3029282726252423222120191817161514131211109

Speed Bin Chart (all lanes combined)

0 - 1

9.9

20 -

24.9

25 -

29.9

30 -

34.9

35 -

39.9

40 -

44.9

45 -

49.9

50 -

54.9

55 -

59.9

60 -

64.9

65 -

69.9

70 -

74.9

75 -

79.9

80 -

84.9

85 -

89.9

Oth

er

Volu

me

1,200

1,100

1,000

900

800

700

600

500

400

300

200

100

0

48.4%

40%

9.8%

1.3%0.2% 0.0% 0% 0% 0% 0.0% 0.0% 0.0% 0.0% 0% 0% 0%



Station ID : Las Lomas (seg 2)Info Line 1 : Between Sycamore and SpruceInfo Line 2 : Albuquerque

DB File : LL2 1WB.DBNumber of Lanes :

0.0 mph1




GPS Lat/Lon :





Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 11 11 10 2 0 0 0 0 0 0 0 0 0 0 0 0 34 08:00 13 28 7 3 0 0 0 0 0 0 0 0 0 0 0 0 51 09:00 12 24 12 1 0 0 0 0 0 0 0 0 0 0 0 0 49 10:00 8 13 8 1 0 0 0 0 0 0 0 0 0 0 0 0 30 11:00 19 18 11 2 0 0 1 0 0 0 0 0 0 0 0 0 51 12:00 25 22 8 2 2 0 0 0 0 0 0 0 0 0 0 0 59 13:00 14 27 6 0 0 0 0 0 0 0 0 0 0 0 0 0 47 14:00 13 22 6 1 0 0 0 0 0 0 0 0 0 0 0 0 42 15:00 13 29 18 0 0 0 0 0 0 0 0 0 0 0 0 0 60 16:00 24 28 14 2 0 0 0 0 0 0 0 0 0 0 0 0 68 17:00 12 19 9 2 0 0 0 0 0 0 0 0 0 0 0 0 42 18:00 10 17 4 1 1 0 0 0 0 0 0 0 0 0 0 1 34 19:00 3 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 15 20:00 7 8 3 0 0 0 0 0 0 0 0 0 0 0 0 0 18 21:00 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 9 22:00 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 23:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2



31% 76% 96% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 8 12 5 1 0 0 0 0 0 0 0 0 0 0 0 0 26




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 8 07:00 10 18 10 1 1 0 0 0 0 0 0 0 0 0 0 0 40 08:00 18 22 14 0 0 0 0 0 0 0 0 0 0 0 0 0 54 09:00 13 20 5 1 0 0 0 0 0 0 0 0 0 0 0 0 39 10:00 18 16 6 0 1 1 0 0 0 0 0 0 0 0 0 0 42 11:00 12 28 8 4 1 0 0 0 0 0 0 0 0 0 0 0 53 12:00 16 20 9 1 0 0 0 0 0 0 0 0 0 0 0 0 46 13:00 8 28 9 4 0 0 0 0 0 0 0 0 0 0 0 0 49 14:00 14 23 11 0 0 0 0 0 0 0 0 0 0 0 0 0 48 15:00 15 23 6 1 1 0 0 0 0 0 0 0 0 0 0 0 46 16:00 20 35 14 2 0 0 0 0 0 0 0 0 0 0 0 0 71 17:00 18 23 14 4 0 0 0 0 0 0 0 0 0 0 0 0 59 18:00 9 9 10 2 1 0 0 0 0 0 0 0 0 0 0 0 31 19:00 7 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 17 20:00 5 13 2 1 1 0 0 0 0 0 0 0 0 0 0 0 22 21:00 0 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 6 22:00 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1



29% 75% 95% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 8 13 5 1 0 0 0 0 0 0 0 0 0 0 0 0 27








Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 6 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15 08:00 11 7 4 1 0 0 0 0 0 0 0 0 0 0 0 0 23 09:00 17 9 3 1 0 0 0 0 0 0 0 0 0 0 0 0 30 10:00 14 11 3 0 0 0 0 0 0 0 0 0 0 0 0 0 28 11:00 14 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 26 12:00 14 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 13:00 6 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12 14:00 10 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 16 15:00 11 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 21 16:00 11 8 3 0 0 0 0 0 0 0 0 0 0 0 0 0 22 17:00 15 12 2 0 0 0 0 0 0 0 0 0 0 0 0 0 29 18:00 5 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 11 19:00 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 20:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 21:00 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 22:00 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2



49% 90% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 6 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 06:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:00 8 7 4 0 0 0 0 0 0 0 0 0 0 0 0 0 19 08:00 3 9 4 0 0 0 0 0 0 0 0 0 0 0 0 1 17 09:00 10 11 2 0 0 0 0 0 0 0 0 0 0 0 0 0 23 10:00 9 8 1 1 0 0 0 0 0 0 0 0 0 0 0 0 19 11:00 9 12 2 0 0 0 0 0 0 0 0 0 0 0 0 0 23 12:00 12 6 7 2 1 0 0 0 0 0 0 0 0 0 0 0 28 13:00 8 15 1 0 0 0 0 0 0 0 0 0 0 0 0 0 24 14:00 7 10 3 0 0 0 0 0 0 0 0 0 0 0 0 0 20 15:00 11 11 5 0 0 1 0 0 0 0 0 0 0 0 0 0 28 16:00 13 10 3 0 0 0 0 0 0 0 0 0 0 0 0 0 26 17:00 5 9 4 0 0 0 0 0 0 0 0 0 0 0 0 0 18 18:00 4 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12 19:00 7 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 20:00 3 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 21:00 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



39% 84% 98% 99% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 12




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -





#1 #220 - 24.9 29.9

25 - #3

30 - 34.9

#4 #535 - 39.9 44.9

40 - #6

49.9 45 - #7 #8

50 - 54.9 59.9

55 - #9 #10

60 - 64.9 69.9

65 - #11 #12

70 - 74.9 79.9

75 - #13 #14

80 - 84.9 89.9

85 - #15 #16

Other Total



0

30% 76% 96% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 8 12 5 1 0 0 0 0 0 0 0 0 0 0 0 0 26


24.0 mph 85% Speed : 27.3 mphADT = 635



0

44% 87% 98% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 5 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11


22.7 mph 85% Speed : 24.7 mphADT = 288



0

34% 79% 97% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 13 17 7 1 0 0 0 0 0 0 0 0 0 0 0 0 38


23.6 mph 85% Speed : 26.7 mphADT = 923



Mean50%67%85%


:00

01:0

0

02:0

0

03:0

0

04:0

0

05:0

0

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

19:0

0

20:0

0

21:0

0

22:0

0

23:0

0

SPEE

D

28

26

24

22

20

18

16

14

12

10

8

6

4

2

0


0 - 1

9.9

20 -

24.9

25 -

29.9

30 -

34.9

35 -

39.9

40 -

44.9

45 -

49.9

50 -

54.9

55 -

59.9

60 -

64.9

65 -

69.9

70 -

74.9

75 -

79.9

80 -

84.9

85 -

89.9

Oth

er

Volu

me

850800750700650600550500450400350300250200150100500

34.4%

44.9%

17.3%

2.5%0.6% 0.1% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0.1%



Station ID : Las Lomas (seg 3)Info Line 1 : Between Spruce and RidgeInfo Line 2 : Albuquerque

DB File : LL 3 1WB.DBNumber of Lanes :

0.0 mph1




GPS Lat/Lon :





Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 12 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 08:00 25 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 09:00 27 17 2 0 0 0 0 0 0 0 0 0 0 0 0 0 46 10:00 18 11 1 0 0 0 0 0 0 0 0 0 0 0 0 0 30 11:00 28 14 1 0 0 0 0 0 0 0 0 0 0 0 0 0 43 12:00 40 10 2 0 1 0 0 0 0 0 0 0 0 0 0 0 53 13:00 34 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 14:00 23 12 0 1 0 0 0 0 0 0 0 0 0 0 0 0 36 15:00 26 21 2 0 0 0 0 0 0 0 0 0 0 1 0 0 50 16:00 37 13 1 1 0 0 0 1 0 0 0 0 0 0 0 0 53 17:00 20 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 18:00 17 9 3 0 0 0 0 0 0 0 0 0 0 0 0 0 29 19:00 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9 20:00 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 21:00 2 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2



61% 96% 99% 99% 99% 99% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 14 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8 07:00 19 17 3 0 0 0 0 0 0 0 0 0 1 0 0 0 40 08:00 37 13 1 0 0 0 0 0 0 0 0 0 0 1 0 0 52 09:00 20 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 10:00 26 8 3 0 0 0 0 0 0 0 0 0 0 0 0 1 38 11:00 24 16 2 0 0 0 0 0 0 0 0 0 0 0 0 0 42 12:00 22 14 2 0 0 0 0 0 0 0 0 0 0 0 0 0 38 13:00 26 23 3 0 0 0 0 0 0 0 0 0 0 0 0 0 52 14:00 27 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 15:00 31 13 1 1 0 0 0 0 0 0 0 0 0 0 0 0 46 16:00 28 14 2 0 0 0 0 0 0 0 0 0 0 0 0 0 44 17:00 37 18 3 0 0 0 0 0 0 0 0 0 0 0 0 0 58 18:00 13 14 0 1 0 0 0 0 0 0 0 0 0 0 0 0 28 19:00 13 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 20:00 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 21:00 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 23:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2



61% 95% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 100% 100% 100% 14 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23








Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 07:00 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 08:00 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 09:00 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 10:00 13 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 11:00 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 12:00 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 13:00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 14:00 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 15:00 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 16:00 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 17:00 12 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 18:00 8 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 19:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 20:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1



95% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:00 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 08:00 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 09:00 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 10:00 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 11:00 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12:00 9 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 12 13:00 9 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 12 14:00 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 15:00 12 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 16:00 12 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 17:00 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 18:00 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 19:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 20:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 21:00 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 22:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1



91% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 100% 100% 100% 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -





#1 #220 - 24.9 29.9

25 - #3

30 - 34.9

#4 #535 - 39.9 44.9

40 - #6

49.9 45 - #7 #8

50 - 54.9 59.9

55 - #9 #10

60 - 64.9 69.9

65 - #11 #12

70 - 74.9 79.9

75 - #13 #14

80 - 84.9 89.9

85 - #15 #16

Other Total



0

61% 96% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 100% 100% 100% 100% 14 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23


21.0 mph 85% Speed : 23.5 mphADT = 552



1

93% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 100% 100% 100% 100% 100% 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6


13.7 mph 85% Speed : 16.9 mphADT = 143



1

68% 96% 99% 99% 99% 99% 99% 99% 99% 99% 99% 99% 100% 100% 100% 100% 20 8 1 0 0 0 0 0 0 0 0 0 0 0 0 0 29


19.8 mph 85% Speed : 23.0 mphADT = 695



Mean50%67%85%


:00

01:0

0

02:0

0

03:0

0

04:0

0

05:0

0

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

19:0

0

20:0

0

21:0

0

22:0

0

23:0

0

SPEE

D

24

22

20

18

16

14

12

10

8

6

4

2

0


0 - 1

9.9

20 -

24.9

25 -

29.9

30 -

34.9

35 -

39.9

40 -

44.9

45 -

49.9

50 -

54.9

55 -

59.9

60 -

64.9

65 -

69.9

70 -

74.9

75 -

79.9

80 -

84.9

85 -

89.9

Oth

er

Volu

me

950900850800750700650600550500450400350300250200150100500

67.6%

28.9%

2.4%0.4% 0.1% 0% 0% 0.1% 0% 0% 0% 0.1% 0.1% 0.2% 0% 0.2%



Station ID : Las Lomas (seg 4)Info Line 1 : Between Ridge and CedarInfo Line 2 : Albuquerque


0.0 mph1




GPS Lat/Lon :





Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 3 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 07:00 13 7 5 1 0 0 0 0 0 0 0 0 0 0 0 0 26 08:00 8 27 7 0 1 0 0 0 0 0 0 0 0 0 0 0 43 09:00 15 19 8 3 0 0 0 0 0 0 0 0 0 0 0 0 45 10:00 11 8 7 1 0 0 0 0 0 0 0 0 0 0 0 0 27 11:00 14 18 7 1 0 0 0 0 0 0 0 0 0 0 0 0 40 12:00 22 13 8 1 1 0 0 0 0 0 0 0 0 0 0 0 45 13:00 21 15 3 0 0 0 0 0 0 0 0 0 0 0 0 0 39 14:00 12 18 3 1 0 0 0 0 0 0 0 0 0 0 0 0 34 15:00 16 16 13 1 0 0 0 0 0 0 0 0 0 0 0 0 46 16:00 17 21 6 0 0 0 0 0 0 0 0 0 0 0 0 0 44 17:00 10 19 5 0 0 0 0 0 0 0 0 0 0 0 0 0 34 18:00 10 10 5 1 0 0 0 0 0 0 0 0 0 0 0 0 26 19:00 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 20:00 6 5 2 1 0 0 0 0 0 0 0 0 0 0 0 0 14 21:00 1 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 6 22:00 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



38% 80% 97% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 8 9 3 1 0 0 0 0 0 0 0 0 0 0 0 0 21




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 3 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 8 07:00 7 20 8 2 1 0 0 0 0 0 0 0 0 0 1 1 40 08:00 15 20 12 0 0 0 0 0 0 0 0 0 0 0 0 0 47 09:00 14 9 5 0 1 0 0 0 0 0 0 0 0 0 0 0 29 10:00 16 15 4 1 1 0 0 0 0 0 0 0 0 0 0 0 37 11:00 8 16 12 2 0 0 0 0 0 0 0 0 0 0 0 0 38 12:00 9 15 8 0 0 0 0 0 0 0 0 0 0 0 0 0 32 13:00 13 22 10 2 0 0 0 0 0 0 0 0 0 0 0 0 47 14:00 16 17 7 0 0 0 0 0 0 0 0 0 0 0 0 0 40 15:00 19 18 4 2 0 0 0 0 0 0 0 0 0 0 0 0 43 16:00 18 14 3 0 0 0 0 0 0 0 0 0 0 0 0 0 35 17:00 13 27 7 5 0 0 0 0 0 0 0 0 0 0 0 0 52 18:00 6 8 6 1 0 0 0 0 0 0 0 0 0 0 0 0 21 19:00 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 20:00 4 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14 21:00 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 22:00 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 23:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2



34% 77% 96% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 7 9 4 1 0 0 0 0 0 0 0 0 0 0 0 0 21








Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:00 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 08:00 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7 09:00 9 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 10:00 10 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 13 11:00 2 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7 12:00 5 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 13:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 14:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 15:00 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 16:00 5 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 9 17:00 8 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 18:00 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 19:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



59% 93% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 08:00 4 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10 09:00 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 10:00 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 11:00 5 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 12:00 3 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 9 13:00 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 14:00 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 15:00 5 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 10 16:00 9 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 17:00 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 18:00 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 19:00 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 22:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1



58% 95% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -





#1 #220 - 24.9 29.9

25 - #3

30 - 34.9

#4 #535 - 39.9 44.9

40 - #6

49.9 45 - #7 #8

50 - 54.9 59.9

55 - #9 #10

60 - 64.9 69.9

65 - #11 #12

70 - 74.9 79.9

75 - #13 #14

80 - 84.9 89.9

85 - #15 #16

Other Total



0

36% 79% 96% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 8 9 4 1 0 0 0 0 0 0 0 0 0 0 0 0 22


23.5 mph 85% Speed : 27.0 mphADT = 499



0

58% 94% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5


21.3 mph 85% Speed : 23.7 mphADT = 111



0

40% 82% 97% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 10 11 4 1 0 0 0 0 0 0 0 0 0 0 0 0 26


23.2 mph 85% Speed : 26.3 mphADT = 610



Mean50%67%85%


:00

01:0

0

02:0

0

03:0

0

04:0

0

05:0

0

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

19:0

0

20:0

0

21:0

0

22:0

0

23:0

0

SPEE

D

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

0

-2


0 - 1

9.9

20 -

24.9

25 -

29.9

30 -

34.9

35 -

39.9

40 -

44.9

45 -

49.9

50 -

54.9

55 -

59.9

60 -

64.9

65 -

69.9

70 -

74.9

75 -

79.9

80 -

84.9

85 -

89.9

Oth

er

Volu

me

500

450

400

350

300

250

200

150

100

50

0

40.1%41.5%

15.4%

2.4%0.4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% 0.1%



Station ID : Las Lomas (seg 5)Info Line 1 : Between Cedar and EncinoInfo Line 2 : Albuquerquqe


0.0 mph1




GPS Lat/Lon :





Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/25/17 00:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Tue 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:00 18 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1 23 08:00 30 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 09:00 17 15 1 0 0 0 0 0 0 0 0 0 0 0 0 0 33 10:00 17 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 11:00 29 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 12:00 32 7 2 0 0 0 0 0 0 0 0 0 0 0 0 0 41 13:00 32 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 34 14:00 28 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 15:00 24 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 16:00 24 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 29 17:00 12 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 19 18:00 14 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18 19:00 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 20:00 3 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 21:00 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 22:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



77% 98% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 12 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -

04/26/17 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wed 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 07:00 24 6 3 0 0 0 0 0 0 0 0 0 0 0 0 0 33 08:00 29 7 1 0 0 0 0 0 0 0 0 0 0 0 0 0 37 09:00 16 10 1 0 0 0 0 0 0 0 0 0 0 0 0 0 27 10:00 19 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 11:00 17 14 2 0 0 0 0 0 0 0 0 0 0 0 0 0 33 12:00 16 12 1 0 0 0 0 0 0 0 0 0 0 0 0 0 29 13:00 33 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 43 14:00 28 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 15:00 21 7 2 0 0 0 0 0 0 0 0 0 0 0 0 0 30 16:00 21 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 27 17:00 19 11 5 0 0 0 0 0 0 0 0 0 0 0 0 0 35 18:00 6 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 19:00 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 20:00 7 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 21:00 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1



68% 96% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 11 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17




Date Time

#1 #2 #3 #5#4 #7#6 #8 #9 #10 #11 #12 #13 #16#15#14

Total0 -

19.9 20 - 24.9

25 - 29.9

30 - 34.9

35 - 39.9

40 - 44.9

45 - 49.9

50 - 55 - 60 - 65 - 70 - 75 - 54.9 59.9 64.9 69.9 74.9 79.9 Other89.9

85 - 84.9 80 -





#1 #220 - 24.9 29.9

25 - #3

30 - 34.9

#4 #535 - 39.9 44.9

40 - #6

49.9 45 - #7 #8

50 - 54.9 59.9

55 - #9 #10

60 - 64.9 69.9

65 - #11 #12

70 - 74.9 79.9

75 - #13 #14

80 - 84.9 89.9

85 - #15 #16

Other Total

Grand Total : 566 194 24 1 0 0 0 0 0 0 0 0 0 0 1 78672% 25% 3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Percent :


0

72% 97% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 12 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17


17.6 mph 85% Speed : 22.7 mphADT = 393



Mean50%67%85%


:00

01:0

0

02:0

0

03:0

0

04:0

0

05:0

0

06:0

0

07:0

0

08:0

0

09:0

0

10:0

0

11:0

0

12:0

0

13:0

0

14:0

0

15:0

0

16:0

0

17:0

0

18:0

0

19:0

0

20:0

0

21:0

0

22:0

0

23:0

0

SPEE

D

24

22

20

18

16

14

12

10

8

6

4

2

0


0 - 1

9.9

20 -

24.9

25 -

29.9

30 -

34.9

35 -

39.9

40 -

44.9

45 -

49.9

50 -

54.9

55 -

59.9

60 -

64.9

65 -

69.9

70 -

74.9

75 -

79.9

80 -

84.9

85 -

89.9

Oth

er

Volu

me

550

500

450

400

350

300

250

200

150

100

50

0

72%

24.7%

3.1%0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1%


Basic Volume Report: Las Lomas (seg 1)

Station ID : Las Lomas (seg 1)Info Line 1 : Between University & SycamoreInfo Line 2 : Albuquerque

DB File : LL 1.DBNumber of Lanes :

0.0 mph1





# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment1. Westbound Normal Veh. No

GPS Lat/Lon :

Lane #1 Basic Volume Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Date Time :00 :15 :30 :45 Total

04/25/17 00:00 0 1 0 0 1 Tue 01:00 2 0 1 0 3

02:00 0 0 0 0 003:00 0 0 0 1 104:00 0 0 0 1 105:00 0 0 0 0 006:00 1 2 1 3 707:00 4 7 13 17 4108:00 14 9 14 16 5309:00 17 14 17 12 6010:00 10 10 6 9 3511:00 19 7 15 17 5812:00 20 17 21 16 7413:00 13 10 15 23 6114:00 16 13 11 13 5315:00 16 23 25 18 8216:00 27 18 28 23 9617:00 29 17 14 15 7518:00 12 13 15 7 4719:00 7 7 7 3 2420:00 9 1 6 5 2121:00 5 3 3 2 1322:00 5 5 0 2 1223:00 4 0 2 0 6

Day Total : 824

AM Total :PM Total :

Peak AM Hour :Peak PM Hour :

Average Period :Average Hour :

Peak AM Factor :Peak PM Factor :

260 (31.6%)564 (68.4%)

0.8420.845

8.634.3

08:45 =16:15 =

64 (7.8%)98 (11.9%)

Centurion Basic Volume Report Printed: 04/27/17 Page 1Centurion Basic Volume Report Printed: 04/27/17 Page 1



04/26/17 00:00 1 0 0 0 1 Wed 01:00 0 2 1 0 3

02:00 2 1 0 1 403:00 0 1 0 0 104:00 0 0 1 0 105:00 0 0 0 0 006:00 1 5 1 5 1207:00 9 9 15 15 4808:00 17 13 13 21 6409:00 16 8 9 14 4710:00 12 10 11 20 5311:00 14 16 13 20 6312:00 17 11 10 28 6613:00 21 18 16 16 7114:00 20 8 15 17 6015:00 10 19 15 20 6416:00 14 25 27 20 8617:00 28 22 15 15 8018:00 11 16 6 11 4419:00 11 4 6 4 2520:00 9 7 9 7 3221:00 7 2 5 4 1822:00 7 1 3 1 1223:00 0 1 0 1 2

Day Total : 857





297 (34.7%)560 (65.3%)

0.7620.893

8.935.7

08:00 =16:15 =

64 (7.5%)100 (11.7%)

Centurion Basic Volume Report Printed: 04/27/17 Page 2



Lane #3 Basic Volume Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment3. Eastbound Normal Veh. No


04/25/17 00:00 1 0 0 0 1 Tue 01:00 0 0 1 0 1

02:00 0 0 0 0 003:00 0 0 0 0 004:00 0 0 0 2 205:00 0 1 2 0 306:00 1 2 0 3 607:00 3 4 4 11 2208:00 6 7 10 10 3309:00 3 16 11 9 3910:00 9 9 6 10 3411:00 8 15 4 8 3512:00 14 8 6 7 3513:00 11 5 8 9 3314:00 8 4 7 4 2315:00 6 6 13 10 3516:00 8 11 4 8 3117:00 14 8 7 11 4018:00 5 5 6 7 2319:00 1 4 1 3 920:00 1 1 5 1 821:00 2 1 2 3 822:00 0 1 3 1 523:00 2 0 0 1 3

Day Total : 429





176 (41.0%)253 (59.0%)

0.7030.750

4.517.9

09:15 =15:30 =

45 (10.5%)42 (9.8%)




04/26/17 00:00 0 0 0 0 0 Wed 01:00 1 0 0 0 1

02:00 0 0 0 0 003:00 0 0 0 0 004:00 0 0 0 0 005:00 0 1 0 3 406:00 0 2 0 3 507:00 2 3 5 10 2008:00 8 4 5 17 3409:00 10 9 7 9 3510:00 5 4 5 9 2311:00 7 9 10 10 3612:00 4 9 13 8 3413:00 7 9 9 5 3014:00 9 8 11 9 3715:00 8 9 8 12 3716:00 7 5 6 7 2517:00 8 9 5 10 3218:00 7 14 2 7 3019:00 4 3 8 8 2320:00 3 0 3 4 1021:00 2 3 3 0 822:00 1 2 0 1 423:00 1 0 2 0 3

Day Total : 431





158 (36.7%)273 (63.3%)

0.6320.661

4.518.0

08:45 =12:15 =

43 (10.0%)37 (8.6%)


Basic Volume Summary: Las Lomas (seg 1)

Grand Total For Data From: 00:00 - 04/25/2017 To: 23:59 - 04/26/2017

Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane

#1. 1681 2.00 841 8.8 35.0 557 1124(66.2%) (66.9%)(33.1%) #3. 860 2.00 430 4.5 17.9 334 526(33.8%) (61.2%)(38.8%) ALL 2541 2.00 1271 13.3 52.9 891 1650 (64.9%)(35.1%)

Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDate Date

#1. 08:45 = 64 0.842 16:15 = 100 0.89304/25/2017 04/26/2017 #3. 09:15 = 45 0.703 15:30 = 42 0.75004/25/2017 04/25/2017


Basic Volume Report: Las Lomas (seg 2)

Station ID : Las Lomas (seg 2)Info Line 1 : Between Sycamore and SpruceInfo Line 2 : Albuquerque

DB File : LL2 1WB.DBNumber of Lanes :

0.0 mph1





# Dir. Information Volume Mode Volume Sensors Divide By 2 Comment1. We

los lomas road speed study - city of albuquerque · las lomas road speed study final report city of...

Documents