HomeMy WebLinkAbout1.28 Level III Traffic Impact Study
LEVEL III TRAFFIC IMPACT STUDY
NUTRIENT FARM
Prepared by
DAN COKLEY, PE, PTOE
LICENSE NO. 29799
8/24/21
SGM
SGM
08.24.21
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study ii
TABLE OF CONTENTS
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study iii
LIST OF TABLES
TABLE 1 – PROPOSED DEVELOPMENT LAND USE 3
TABLE 2 – DESIGN HOUR TRIP GENERATION RATE BY LAND USE 5
TABLE 3 – DESIGN HOUR DISTRIBUTION BY LAND USE 6
TABLE 4 – INTERNAL TRIP REDUCTION LAND USE CATEGORIES 7
TABLE 5 –INTERNAL CAPTURE RATES BY LAND USE 8
TABLE 6 - LEVEL OF SERVICE (LOS) CRITERIA 8
TABLE 7 - BASELINE INTERSECTION OVERALL LOS AND MOE SUMMARY 11
TABLE 8 - BACKGROUND INTERSECTION OVERALL LOS AND MOE SUMMARY 12
TABLE 9 - PROJECT TRIP GENERATION 12
TABLE 10 - TOTAL INTERSECTION (LESS MUSIC) OVERALL LOS AND MOE SUMMARY 14
TABLE 11 - TOTAL INTERSECTION (WITH MUSIC) OVERALL LOS AND MOE SUMMARY 14
TABLE 12 – ROAD IMPACT FEE CALCULATION 19
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Traffic Impact Study iv
LIST OF FIGURES
Figure 1 – Vicinity Map 2
Figure 2 – Conceptual Development Plan 4
Figure 3 – CR 335 and Bruce Road Intersection 9
Figure 4-7, 10-12 – See Appendix B Appendix B
Figure 8 – CR 335 & Bruce Road Trip Assignment less Music Fest 12
Figure 9 – CR 335 & Bruce Road Trip Assignment Music Fest only 12
Figure 13 – CR 335 WB 16
Figure 14 -- CR 335 WEB 17
Figure 15 – Bruce Road looking west 17
Figure 16 – Bruce Road looking east 18
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LIST OF APPENDICES
A – Conceptual Development Plan
B – Traffic Volume Figures 4-7, 10-12
C - Synchro output
D – January 2020 Traffic Counts / 2015 CDOT traffic data
E - Trip Generation, Reduction, Distribution, Assignment Worksheet
F - Combined Scenario Results – MOE’s by Movement
G – Trip Generation and Internal Capture Background Data
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Nutrient Farm – Level III Traffic Impact Study August 2021
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2.1 Project Description
The proposed Nutrient Farm development is shown in a Conceptual Development Plan
provided in Figure 2, and in Appendix A.
Based on the Conceptual Development Plan provided by the Client (May 2021), the
proposed development of the Nutrient Farm will consist of a land use mix comprised of the
following summarized in Table 1.
TABLE 1 – PROPOSED DEVELOPMENT LAND USE
Use Amount Units
Single Family Residential 19 Units
Accessory Dwelling Unit 20 Units
Warehouse / Processing Building 140,000 sf
General Office 15,000 sf
Retail Space 2000 sf
Farm Sales (Store and Orchard) 4000 sf
Restaurant 7500 sf
Campground / RV / Cabins 67 spaces
Adventure / Off-Road / Water Park 193 visitors
Performing Arts 100 visitors
Retreat 12 rooms
Music Festival 350 visitors
2.2 Location
As shown in Figure 1, the development parcel straddles CR 335 (located south of the
Colorado River and east of the New Castle I-70 interchange (Exit 105). Access to the area is
provided by CR 335 via Bruce Road (I-70 interchange north-south connection to Highway 6).
There are planned to be multiple development access locations from CR 335 as shown in
red in Figure 2.
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Figure 2 – Conceptual Development Plan
Nutrient Farm – Level III Traffic Impact Study August 2021
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The traffic modeling output is contained in Appendix C.
Baseline Traffic
Existing traffic data for CR 335 and the CR 335 and Bruce Road intersection was obtained
from the traffic counts by SGM collected Wednesday and Thursday, January 29th and 30th,
2020. Peak hour factors, directional distribution and other inputs are based upon the January
traffic data.
The heavy vehicle percentage used in the modeling is input as 2% based upon CDOT 2015
traffic data obtained for the I-70 Exit 105 interchange project.
January 2020 counts, and the 2015 CDOT data are provided in Appendix D.
Analysis Years
Operational analysis of the Baseline traffic (2022), 20-year Background traffic (2042) and 20-
year Total (background + project) traffic (2042) was performed. The 2022 traffic counts have
been factored to 2022 Baseline traffic volumes using the 20-year factor of 1.28 (2-year
1.0128) as described below. 2042 Background traffic volumes were used from the 2015
CDOT traffic data. CDOT used a 20-year factor for the roadway segments in the study area
as shown below:
· NB Bruce Road: 20-year factor of 1.30
· SB Bruce Road: 20-year factor of 1.25
· NB/SB Average: 20-year factor of 1.28
Development Land Use Rates and Distribution
The Nutrient Farm is a unique development, with few land use types that are included in the
typically referenced ITE Trip Generation Manual, 10th Edition. As such, the analysis
consisted of a comparison of the estimated number of visitors, the maximum capacity of use
space, and the required parking spaces based on Garfield County LUDC; coupled with the
use of engineering judgement to develop trip generation rates for several of the land uses.
The rate analysis then correlated additional land use types to similar trip generation rates
from the ITE Trip Generation Manual. The land use types presented in the ITE Trip
Generation Manual and shown in Table 1 were input into the ITE web-based Trip Generation
Manual in conjunction with the design hour distribution from the same source resulting in the
design hour trip generation rates shown in Table 2.
TABLE 2 – DESIGN HOUR TRIP GENERATION RATE BY LAND USE
Number ITE Daily Design AM AM AM PM PM PM
Land Use Type of Units Unit Code Rate Rate Entering Exiting Rate Entering Exiting
Single Family Detached 19 Dwelling 210 11.89 0.96 0.24 0.72 1.09 0.68 0.40
ADU (MF, Low-rise)20 Dwelling 220 5.50 0.52 0.12 0.40 0.71 0.44 0.26
Warehousing 140 ksf 150 1.91 0.30 0.23 0.07 0.32 0.09 0.23
General Office Building 15 ksf 710 11.20 2.71 2.33 0.38 1.00 0.16 0.84
Retail 2 ksf 820 37.75 2.13 1.32 0.81 15.03 7.21 7.81
Supermarket (Farm Sales)4 ksf 850 106.78 3.82 2.29 1.53 9.24 4.71 4.53
Restaurant 7.5 ksf 932 112.18 9.94 5.47 4.47 9.77 6.06 3.71
Camp / RV / Cabin 67 spaces * 2.36 0.26 0.14 0.12 0.25 0.16 0.09
Adventure Farm, Off-Road
Park, Water Park 193 visitors ** 1.33 0.13 0.09 0.03 0.13 0.06 0.07
Performing Arts 100 visitors ** 1.33 0.00 0.00 0.00 0.50 0.05 0.45
Retreat 12 rooms *** 2.00 0.50 0.45 0.05 0.50 0.05 0.45
Music Festival 350 visitors **** 1.00 0.00 0.00 0.00 0.33 0.03 0.30
Design Hour Rates
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The land use types that are shown with an asterisk, are calculated based on the description
provided in Table 3, and further described in narrative on the following page. The design
hour distributions for the corresponding land uses are as shown in Table 3.
TABLE 3 – DESIGN HOUR DISTRIBUTION BY LAND USE
The trip generation time period and calculation methods are noted in Table 3. The
calculations are standard ITE trip generation methods with the exceptions and justification
provided below:
· Supermarket – Considers the Farm Store and U-Pick square footage.
· Camp / RV / Cabin - ITE’s Trip Generation (10th Edition) provides trip generation
rates for a Campground and RV Park facility (ITE Code 416) that have 3-6
associated studies for weekday AM and PM peak hour for locations in Rhode Island,
Vermont, and Washington from 1990-2010. Local and more recent trip generation
information are more useful and preferred for use in this study. McDowell
Engineering performed a local Trip Generation study at the KOA Campground in Silt,
Colorado, located south and west of I-70 exit 97. The trip generation count was
completed in July 2016 and consisted of counting RV’s, passenger vehicles and
trucks / trailers, the generation rates are provided in Passenger Car Equivalents
(PCEs).
· Adventure Farm, Off-Road Park, Water Park; Performing Arts; Retreat – These are
unique uses with little or no beneficial data available in the Trip Generation (10th
Edition). Visitors were estimated by analysis of the project Water Demand Study,
parking analysis based on Garfield County Land Use Code, maximum capacity of
use space and engineering judgement. Vehicle trips were calculated assuming and
average of 1.5 visitors per vehicle (Retreat 1.0 visitors per vehicle) and two trips per
day (in & out). Performing Arts events are assumed to have no traffic during the AM
design hour.
· Music Festival – This is a unique use with no beneficial data available in the Trip
Generation (10th Edition). Visitors were estimated by analysis of the project Water
Demand Study, parking analysis based on Garfield County Land Use Code,
AM IN AM OUT PM IN PM OUT
Single Family Detached 210 Fitted Curve 25% 75% 63% 37%
Multi-Family (Low-rise)220 Fitted Curve 23% 77% 63% 37%
Warehousing 150 Fitted Curve 77% 23% 27% 73%
General Office Building 710 Fitted Curve 86% 14% 16% 84%
Retail 820 Ave / Fitted Rate (Peak Hr adj street adj)62% 38% 48% 52%
Supermarket 850 Ave Rate 60% 40% 51% 49%
Restaurant 932 Ave Rate 55% 45% 62% 38%
**KOA Camground count 7/20/16 (Silt, CO)55% 45% 64% 36%
*Average Rate (in PCE's)0.26 0.26 0.25 0.25
Adventure Farm, Off-Road
Park,, Water Park****65% 35% 45% 55%
Performing Arts****90% 10% 10% 90%
Retreat*****90% 10% 10% 90%
Music Festival*******90% 10% 10% 90%
Peak Hour adjacent Street
Peak Hour adjacent Street
Peak Hour adjacent Street
Peak Hour adjacent Street
Camp / RV / Cabin*
**Estimated Visitors/ 1.5 visitors per vehicle
***Estimated Visitors/ 1.0 visitors per vehicle
ITE Ttrip Generation
Manual, 10th Edition
Basis of
RateITE Code
Trip Generation
Method
Peak Hour adjacent Street
****Estimated Vehcle based on parking capacity -
Campground spaces
Design Hour Distribution
**Estimated Visitors / 1.5 visitors per vehicle
Peak Hour adjacent Street
Nutrient Farm – Level III Traffic Impact Study August 2021
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(maximum 175 parking spaces), maximum capacity of use space and engineering
judgement. Vehicle trips were calculated based upon parking availability and an
average of 2 visitors per vehicle and two trips per day (in & out). Music Festival
events are assumed to have no traffic during the AM design hour.
See Appendix G for additional background data.
Design Hour Volume
The proposed development design hour volumes calculated in this study are conservative
and generally based on all land use types open and occurring in the same timeframe. The
project design hour traffic volumes are added to the 2042 Background volumes for the
weekday AM and PM design hour.
Trip Reductions
Internal Capture
As with any mixed-use development, a portion of the trips generated by a land use will be
attracted to another on-site land use as influenced by proximity, and therefore will not impact
the site access beyond the CR 335 corridor, and practically, individual access locations. For
instance, a portion of the customers at the restaurant can be expected to consist of
occupants of the residential housing or campground areas who may simply walk or bike due
to proximity. They may also drive to and from interior origins and destinations and not impact
the CR 335 Bruce Road intersection. Developments with relatively diverse land uses tend to
generate more internal trips than do developments that are principally of one type of land
use. The ITE Trip Generation Handbook, 3rd Edition, using NCHRP Report 684 – Enhancing
Internal Trip Capture Estimation for Mixed Use Developments methodology has been used
with the unique uses categorized into the NCHRP 684 spreadsheet in the following manner.
TABLE 4 – INTERNAL TRIP REDUCTION LAND USE CATEGORIES
This development is well-suited for significant internal trips from residents and destination
campground visitors for retail, restaurant, and on-site activities or non-staying visitors with
more than a single destination (i.e., water park, restaurant, adv. farm). Using the general
guidance and engineering judgement from the above table, the following table shows the
internal trip capture rates applied to specific uses based on NCHRP 684. Background
calculation data is provided in the full NCHRP 684 spreadsheet attached in Appendix G.
ITE LUCs1 Quantity Units
Office / Warehousing 750 / 150 155 ksf
Retail / Supermarket 820 / 850 6 ksf
Restaurant 932 8 ksf
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)
Residential 220 39 dwelling
Hotel (Camping / RV / Retreat) *79 spaces / rooms
Development Data (For Information Only )
Land Use
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TABLE 5 –INTERNAL CAPTURE RATES BY LAND USE
Multi-modal
Multi-modal trips could consist of walking, biking, car-pooling and transit options. The
development site is not convenient to transit or within a typical US average walking and
biking distance for a commute or other trip of 0.25 miles and 3 miles, respectively. A multi-
modal reduction is not used in the study.
3.1 Intersection Capacity Analysis
Weekday AM and PM level of service estimates were prepared in accordance with the
Highway Capacity Manual (Transportation Research Board, 2016). For unsignalized
intersections, the Highway Capacity Manual defines level of service and delay in terms of
seconds of stopped delay per vehicle, which is based on the number of acceptable gaps in
the conflicting traffic stream. In general, the traffic movements analyzed are those controlled
by stop signs or yield signs, and the left turn movements from the uncontrolled major street.
The following table represents the level of service criteria for unsignalized intersections:
TABLE 6 - LEVEL OF SERVICE (LOS) CRITERIA
Unsignalized Intersections
Level of Service Delay (seconds)
A < 10.0
B 10.1 to 15
C 15.1 to 25
D 25.1 to 35
E 35.1 to 50
F > 50.0
Source: Highway Capacity Manual, 2010
The “overall” intersection level of service at an unsignalized intersection corresponds with
the average delay experienced on the minor street approaches and the uncontrolled major
Number ITE
Land Use Type of Units Unit Code AM IN AM OUT PM IN PM OUT
Single Family Detached 19 Dwelling 210 9% 24% 58% 45%
ADU (MF, Low-rise)20 Dwelling 220 9% 24% 58% 45%
Warehousing 140 ksf 150 22% 88% 36% 11%
General Office Building 15 ksf 710 22% 88% 36% 11%
Retail 2 ksf 820 41% 42% 66% 65%
Supermarket (Farm Sales)4 ksf 850 41% 42% 66% 65%
Restaurant 7.5 ksf 932 33% 19% 30% 68%
Camp / RV / Cabin 67 spaces * 5% 23% 44% 14%
Adventure Farm, Off-Road
Park, Water Park 193 visitors ** 0% 0% 14% 3%
Performing Arts 100 visitors ** 0% 0% 14% 3%
Retreat 12 rooms *** 5% 23% 44% 14%
Music Festival 350 visitors **** 0% 0% 14% 3%
Internal Capture Rates
Trip Reduction
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street movements. The unconflicted major street through movements are considered to have
no delay. Because the majority of the intersection movements are major street movements
with no delay, the overall intersection results in a LOS with less delay than the minor street
approaches and conflicting major street movements (left turns) actually experience.
In general, CDOT considers the overall intersection operation of LOS “D” or better
acceptable during the peak hours. The goal is to also provide a similar LOS for each
controlled intersection movement and/or approach. The MOE analysis by movement
provides an overview of all intersection approach and conflicting movements and provides a
more realistic picture of operations by controlled movement or approach as experienced and
perceived by users. The MOE’s also provide a valuable reference point for comparison of
LOS, Delay and Queue between scenarios.
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Figure 3 – CR 335 and Bruce Road Intersection
The intersection of CR 335 and Bruce Road is an all-way stop condition. The intersection
layout is shown in Figure 3
4.2 Baseline Traffic Volumes (2022)
Existing traffic data for CR 335 and the CR 335 and Bruce Road intersection was obtained
from the traffic counts by SGM collected Wednesday and Thursday, January 29th and 30th,
2020.
Directional distribution at the CR 335 and Bruce Road intersection is 95% oriented to and
from the north, and 5% oriented to and from the west.
The 3-day average peak hour data at the CR 335 and Bruce Road intersection is
summarized below:
· AM peak hour 7:30 to 8:30; DHV is 417
· PM peak hour 4:30 to 5:30; DHV at is 446.
· AM PHF 0.86; PM PHF 0.93
· CR 335 ADT of 400-500 vpd east of Park Drive
January 2020 traffic volumes and 2015 CDOT data are provided in Appendix D.
4.3 Baseline Intersection Capacity Analysis
Using the baseline traffic volumes shown in Figure 4 and 5 in Appendix B, the capacity
analysis was modeled in Synchro to estimate level of service and delay for each
intersection.
Table 6 shows the overall results of the capacity analysis for the existing intersection. The
intersection operates at an overall LOS A and approaches operate at LOS B or better under
baseline conditions.
R45ft
R60ft
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The MOE’s; LOS, delay (seconds) and 95th percentile queue lengths (feet) by approach
movement are also presented in Table 7 and provide a reference point of 2022 Baseline
traffic conditions to understand the effect of growth unrelated to the proposed development
presented with the 2042 Background traffic volumes.
TABLE 7 - BASELINE INTERSECTION OVERALL LOS AND MOE SUMMARY
Delay expressed as average delay per vehicle in seconds/vehicle
Queuing is reported for each approach movement at the study intersection to provide
another indication of intersection performance. A queue length of 20 ft represents a single
vehicle.
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TABLE 8 - BACKGROUND INTERSECTION OVERALL LOS AND MOE SUMMARY
MOE analysis is also presented in Table 8 and provides an overview of intersection
approach movements with 2042 Background traffic conditions for comparison to 2022
Baseline traffic conditions to understand the effect of background traffic volumes.
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The assignment of project traffic for the total traffic scenarios with and without the music
festival from the Nutrient Farm to the CR 335 and Bruce Road intersection is shown in the
figures below for the AM and PM design hour.
Figure 8
CR 335 / Bruce Road Trip Assignment Project LESS Music Fest
Figure 9
CR 335 / Bruce Road Trip Assignment Project Music Fest ONLY
A full calculation of trip reductions and directional distribution is provided in the Appendix E.
6.2 Total 2042 Traffic Volumes
124 187 63
AM DESIGN HOUR
BRUCE ROAD
124
63
CR 335 7 3 CR 335
76 225 149
PM DESIGN HOUR
BRUCE ROAD
76
149
CR 335 4 8 CR 335
0 0 0
AM DESIGN HOUR
BRUCE ROAD
0
0
CR 335 0 0 CR 335
10 105 96
PM DESIGN HOUR
BRUCE ROAD
10
96
CR 335 1 5 CR 335
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The 2042 Total traffic volumes less music fest is the sum of the 2042 Background traffic
volumes (Figures 6 & 7) plus the proposed site-generated volumes (Figures 8 & 9).
Total traffic volumes less music fest is shown in Figures 10 and 11 in Appendix B for the
study intersections as shown in the Synchro output.
The Total traffic volumes including the Music Festival is shown in Figures 12 & 13 in
Appendix B.
6.3 Total Intersection Capacity Analysis
Table 10 shows the overall results of the capacity analysis for the existing All-way Stop
condition at the CR 335 and Bruce Road intersection with Total traffic less music festival
scenario.
TABLE 10 - TOTAL INTERSECTION (LESS MUSIC) OVERALL LOS AND MOE SUMMARY
The overall intersection operates at LOS C in the AM and PM design hour. The MOE
analysis is also presented in Table 10 and provides an overview of intersection approach
movements for 2042 Total traffic (less music) conditions to understand the effect of project
traffic volumes in addition to the 2042 Background traffic. All approach movements operate
acceptably at LOS D or better.
The 2042 Total traffic (with music) conditions, the overall intersection operates at LOS C in
the AM and PM design hour. The MOE analysis is also presented in Table 11, all approach
movements operate at LOS D or better.
TABLE 11 - TOTAL INTERSECTION (WITH MUSIC) OVERALL LOS AND MOE SUMMARY
Overall
LOS
Overall
Delay LOS Delay 95th Q
Approach Movement
EB AM C 16.4 C 20.0 119
PM C 18.3 B 12.1 68
WB AM B 11.4 78
PM B 11.4 72
SB AM C 15.7 84
PM D 23.5 122
CR 335 /
Bruce Road
All-way STOP
2042 TOTAL TRAFFIC (less Music)
Overall
LOS
Overall
Delay LOS Delay 95th Q
Approach Movement
EB AM C 16.4 C 20.0 119
PM C 23.4 B 12.9 69
WB AM B 11.4 78
PM C 15.5 83
SB AM C 15.7 84
PM D 31.9 128
2042 TOTAL TRAFFIC (with Music)
CR 335 /
Bruce Road
All-way STOP
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Overall, the three-way Stop controlled intersection operates acceptably in both 2042 Total
traffic scenario’s, with acceptable delay and queue lengths. The longer delays during music
events can be managed and alleviated using Uniform Traffic Control or Certified Traffic
Control supervision at the CR 335 and Bruce Road and CR 335 and event access
intersections for the larger events.
For reference, the distance along Bruce Road from the CR 335 intersection to the south side
I-70 ramp intersections is 450 feet. CDOT planned improvements at the Exit 105 interchange
are currently in design phase and include a roundabout at the I-70 south ramps. The
distance to the limits of that construction and roundabout approach is 350 feet. Both
distances are more than adequate to accommodate design hour queuing without impact to
the I-70 ramp intersections.
The combined baseline, background and total LOS and MOE tables are provided in the
Appendix F as a combined table for comparison purposes.
6.4 State Highway Access Permit Evaluation
Based on the State Highway Access Code (SHAC), an access permit is required when a
change of greater than 20% occurs when accessing a state highway. A comparison of the
project traffic volumes (less music festival) and the Baseline 2022 traffic volumes are
provided below:
· AM – 187 vph (Project Traffic) / 465 vph (Baseline 2022 traffic) = 29%
· PM - 225 vph (Project Traffic) / 497 vph (Baseline 2022 traffic) = 31%
Based on project developed traffic volumes in comparison to Baseline 2022 traffic volumes
crossing the Colorado River bridge approach to I-70, an access permit will be required for
the development of the Nutrient Farm project.
6.5 Total Traffic Analysis
CR 335 Two-lane Roadway
The Baseline 2022 Average Daily Traffic (ADT) is approximately 450-500 vehicles per day
(vpd) as counted in January 2020 (and factored to 2022) east of Park Drive, the entrance to
the riverside apartment buildings. The volume near the CR 335 and Bruce Road intersection
is on the order of 1000 vpd. The proposed development traffic will add an estimated 2000
vpd on days when all on-site amenities (less music events) have been constructed and are
operating at capacity. The total 2042 ADT is estimated at 2300 vpd east of Park Drive and
2800 vpd west of Park Drive.
The practical capacity of a two-lane rural roadway with a speed limit of 35 mph is on the
order of 5000-6000 vpd. Garfield County LUDC Standards call for a Major Collector standard
at volumes greater than 2501 vpd. The main geometric difference in roadway template
between Minor and Major Collector is shoulder width. The Major Collector standard has a
shoulder width 2 ft wider than the Minor standard.
CR 335 and Bruce Road Auxiliary Turn Lanes
The analysis provided shows that the intersection will operate acceptably as an All-way Stop
with existing single lane approaches on each leg. Additional intersection approach lanes are
not required for operation or safety, as demonstrated by the 95th percentile queue lengths.
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Internal Intersections
Internal intersections were not analyzed individually, rather the highest volume intersection
was analyzed based on SHAC requirements. The highest volume intersection is the south
access to the main camping and cabin, water park, retreat, and performing arts areas. A
20% / 80% east / west traffic distribution is assumed.
Auxiliary turn lane requirements for access to Colorado State Highways are based on the
projected DHVs, the speed limit and geometry of the highway adjacent to the access, and
the classification of the highway. For design purposes, the speed limit of CR 335 is 35 mph.
Based on the SHAC for an F-R roadway; Auxiliary turn lanes shall be installed according to
the criteria below:
· A left turn deceleration lane with taper and storage length is required for any access
with a projected peak hour left ingress turning volume greater than 25 vph. The taper
length will be included within the required deceleration length.
o WB left volume 8 vph – Lane NOT warranted
· A right turn deceleration lane and taper length is required for any access with a
projected peak hour right ingress turning volume greater than 50 vph. The taper
length will be included within the required deceleration length.
o EB right volume 30 vph – Lane NOT warranted
· A right turn acceleration lane and taper length is required for any access with a
projected peak hour right turning volume greater than 50 vph when the posted speed
on the highway is greater than 40 mph. The taper length will be included within the
required acceleration length.
o The lane is NOT warranted since the volume is 8 vph and the speed limit is
35 mph at the access.
· A left turn acceleration lane may be required if it would be a benefit to the safety and
operation of the roadway or for specifically identified and documented safety and
operation reasons a left turn acceleration lane may be required when unique location
factors such as; highway speed and traffic density, access volume, the volume of
commercial trucks, the influence of nearby access, existing highway auxiliary lanes
close to the access, nearby traffic control devices, available stopping sight distance,
and where other topographic and highway design factors exist that determine the
need.
o NB Left Turn Acceleration lane is NOT warranted (volume 70 vph) based on
the following conditions:
The conflicting volumes are less than 50 vph
The posted WB speed limit is 35 mph
The entering sight distance is acceptable
6.6 Sight Distance and Access Conditions
The CR 335 and Bruce Road intersection is currently an All-way Stop intersection. There is
adequate sight distance at the intersection based on a posted speed limit of 35 mph (450
feet). Google Earth street view images are provided following.
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Figure 13 – CR 335 WB
Figure 14 – CR 335 EB
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Figure 15 – Bruce Road looking west
Figure 15 – Bruce Road looking east
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6.7 Road Impact Fee Calculation
The Road Impact Fee Calculation based on Garfield County LUDC is estimated below:
TABLE 12 – ROAD IMPACT FEE CALCULATION
The above calculation is approximate and will be based upon actual development and paid
at time of development. These impacts fees can be used by the County for any needed CR
335 shoulder widening if the future traffic volume exceeds the 2501 vpd Minor Collector
threshold based upon Nutrient Farm development activities.
Nutrient Farm – Level III Traffic Impact Study August 2021
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7.2 Proposed Mitigation Measures
· Nutrient Farm access road intersections constructed on CR 335 shall provide
acceptable sight distance based on 35 mph design (450 ft). Design sight triangles
must be developed and maintained as clear zone with the development each access
to accommodate passenger vehicles and single-unit trucks.
· The CR 335 estimated 2042 Total traffic volume exceeds the Minor Collector
standard based on the proposed development activities. If the actual development
activity exceeds that threshold, the Road Impact Fees will be used to widen and pave
a 2 ft shoulder on each side of CR 335 from Park Drive to Bruce Road to maintain the
County Roadway Standards.
· The CR 335 and Bruce Road intersection and CR 335 accesses operate adequately
including the projected Music Festival traffic volumes when modeled in this study.
Because of the variability of the peak flow rate associated with those events, the
owner shall consider using either Uniform Traffic Control or Certified Traffic Control
supervision at the CR 335 and Bruce Road and CR 335 and event access
intersections to provide safe operations during the peak entry and exiting periods of
the event for smaller events and should be required for larger events.
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix A
Appendix A
Conceptual Development Plan
OELOELx
x
xxxFARM STORERESTURANTU-PICK ORCHARDU-PICK PUMPKINCORN MAIZEWATER PARKCABINSMUSICFESTPERF.ARTSRETREATRV SITESCOMMERCIAL/ OFFICEADVENTUREFARMFARMRESIDENTIALCAMPINGCAMPINGFARMFARMFARMFARMFARMFARMBIKE PARKACCESS(TYPICAL)CR 335I-70Colorado River
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix B
Appendix B
Traffic Volume Figures 4-7, 10-12
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix C
Appendix C
Synchro output
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2022 AM 1:12 pm 06/23/2020 Baseline Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2022 PM 1:29 pm 06/23/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 AM BACKGROUND 4:48 pm 07/01/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 12
Intersection LOS B
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 PM BACKGROUND 4:49 pm 07/01/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 11.8
Intersection LOS B
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 AM LESS MUSIC 2:29 pm 06/23/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 16.4
Intersection LOS C
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 PM LESS MUSIC 3:52 pm 06/23/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 18.4
Intersection LOS C
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 AM WITH MUSIC 3:55 pm 06/23/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 16.4
Intersection LOS C
Movement EBL EBT WBT WBR SBL SBR
HCM 6th AWSC
2: CR 335 & Bruce Rd 08/24/2021
2042 PM WITH MUSIC 3:54 pm 06/23/2020 Synchro 11 Report
NutrientFarm_ALLWAYSTOP.syn Page 1
Intersection
Intersection Delay, s/veh 23.4
Intersection LOS C
Movement EBL EBT WBT WBR SBL SBR
Queuing and Blocking Report
Baseline 08/22/2021
2022 AM SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft)93 77 71
Average Queue (ft)53 35 41
95th Queue (ft)81 59 63
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/22/2021
2022 PM SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft)48 31 68
Average Queue (ft)36 26 52
95th Queue (ft)54 42 78
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 AM BACKGROUND SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft) 124 80 64
Average Queue (ft) 63 38 38
95th Queue (ft)103 62 58
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 PM BACKGROUND SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft)71 40 126
Average Queue (ft)41 25 64
95th Queue (ft)63 45 99
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 AM LESS MUSIC SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft) 138 101 98
Average Queue (ft) 70 48 55
95th Queue (ft)119 78 84
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 PM LESS MUSIC SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft)80 90 152
Average Queue (ft)43 46 77
95th Queue (ft)68 72 122
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 AM WITH MUSIC SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft) 155 106 127
Average Queue (ft) 75 51 68
95th Queue (ft)130 83 106
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Queuing and Blocking Report
08/24/2021
2042 PM WITH MUSIC SimTraffic Report
Page 1
Intersection: 2: CR 335 & Bruce Rd
Movement EB WB SB
Directions Served LT TR LR
Maximum Queue (ft)80 105 157
Average Queue (ft)43 53 81
95th Queue (ft)69 83 128
Link Distance (ft)341 457 337
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 0
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix D
Appendix D
January 2020 Traffic Counts / 2015 CDOT traffic data
Study NameStart DateEnd DateSite CodeTime PeriodClass.RLUIORTUIOTLUIOTotalPeak 1All Vehicles (no classification)118 21 0 142 275 73 3 0 75 23 2 200 0 201 120 418Specified Period% 100% 100% 0% 100% 100% 100% 100% 0% 100% 100% 100% 100% 0% 100% 100% 100%7:00 AM - 9:15 AMTotal 118 21 0 142 275 73 3 0 75 23 2 200 0 201 120 418417One Hour Peak PHF 0.78 0.77 0.38 0.8 0.78 0.73 0.63 0 0.73 0.72 0.38 0.79 0 0.79 0.79 0.867:30 AM - 8:30 AMApproach %34% 66%18% 6%48% 29%7:15 AM - 8:15 AMPeak 2All Vehicles (no classification)208 76 0 284 157 37 3 0 39 78 2 120 0 122 210 445Specified Period% 100% 100% 0% 100% 100% 100% 100% 0% 100% 100% 100% 100% 0% 100% 100% 100%4:00 PM - 6:15 PMTotal 208 76 0 284 157 37 3 0 39 78 2 120 0 122 210 445446One Hour Peak PHF 0.87 0.71 0.13 0.86 0.8 0.83 0.38 0 0.86 0.73 0.38 0.77 0 0.77 0.87 0.934:00 PM - 5:00 PMApproach %64% 35%9% 18%27% 47%5:00 PM - 6:00 PMCR335 & I70 - Nutrient FarmsWednesday, January 29, 2020 7:00 AMThursday, January 30, 2020 6:15 PMReport Summary - TWO DAY AVERAGESouthboundWestboundEastbound
Wed 1/29/20 WB EB Thu 1/30/20 WB EB Fri 1/31/20 WB EB
Date Time Channel 1 Channel 2 TOTAL Date Time Channel 1 Channel 2 TOTAL Date Time Channel 1 Channel 2 TOTAL
1/29/2020 12:00 AM 0 0 0 1/30/2020 12:00 AM 0 1 1 1/31/2020 12:00 AM 0 0 0
1/29/2020 12:15 AM 0 0 0 1/30/2020 12:15 AM 0 0 0 1/31/2020 12:15 AM 0 0 0
1/29/2020 12:30 AM 0 0 0 1/30/2020 12:30 AM 0 1 1 1/31/2020 12:30 AM 0 1 1
1/29/2020 12:45 AM 0 0 0 1/30/2020 12:45 AM 0 0 0 1/31/2020 12:45 AM 0 0 0
1/29/2020 01:00 AM 0 0 0 1/30/2020 01:00 AM 0 0 0 1/31/2020 01:00 AM 0 0 0
1/29/2020 01:15 AM 1 0 1 1/30/2020 01:15 AM 0 0 0 1/31/2020 01:15 AM 0 0 0
1/29/2020 01:30 AM 0 0 0 1/30/2020 01:30 AM 0 0 0 1/31/2020 01:30 AM 0 0 0
1/29/2020 01:45 AM 0 1 1 1/30/2020 01:45 AM 0 0 0 1/31/2020 01:45 AM 0 0 0
1/29/2020 02:00 AM 0 0 0 1/30/2020 02:00 AM 0 0 0 1/31/2020 02:00 AM 0 0 0
1/29/2020 02:15 AM 0 0 0 1/30/2020 02:15 AM 0 0 0 1/31/2020 02:15 AM 0 0 0
1/29/2020 02:30 AM 0 0 0 1/30/2020 02:30 AM 0 0 0 1/31/2020 02:30 AM 0 0 0
1/29/2020 02:45 AM 0 0 0 1/30/2020 02:45 AM 0 0 0 1/31/2020 02:45 AM 0 0 0
1/29/2020 03:00 AM 0 1 1 1/30/2020 03:00 AM 0 0 0 1/31/2020 03:00 AM 0 0 0
1/29/2020 03:15 AM 0 0 0 1/30/2020 03:15 AM 0 0 0 1/31/2020 03:15 AM 0 0 0
1/29/2020 03:30 AM 1 0 1 1/30/2020 03:30 AM 1 0 1 1/31/2020 03:30 AM 0 0 0
1/29/2020 03:45 AM 0 0 0 1/30/2020 03:45 AM 0 0 0 1/31/2020 03:45 AM 1 0 1
1/29/2020 04:00 AM 0 0 0 1/30/2020 04:00 AM 0 0 0 1/31/2020 04:00 AM 0 0 0
1/29/2020 04:15 AM 0 0 0 1/30/2020 04:15 AM 0 0 0 1/31/2020 04:15 AM 0 0 0
1/29/2020 04:30 AM 1 0 1 1/30/2020 04:30 AM 2 0 2 1/31/2020 04:30 AM 2 0 2
1/29/2020 04:45 AM 3 1 4 1/30/2020 04:45 AM 2 0 2 1/31/2020 04:45 AM 0 0 0
1/29/2020 05:00 AM 2 0 2 1/30/2020 05:00 AM 3 0 3 1/31/2020 05:00 AM 2 0 2
1/29/2020 05:15 AM 1 0 1 1/30/2020 05:15 AM 1 0 1 1/31/2020 05:15 AM 1 0 1
1/29/2020 05:30 AM 2 0 2 1/30/2020 05:30 AM 3 0 3 1/31/2020 05:30 AM 1 1 2
1/29/2020 05:45 AM 1 2 3 1/30/2020 05:45 AM 1 2 3 1/31/2020 05:45 AM 1 0 1
1/29/2020 06:00 AM 6 0 6 1/30/2020 06:00 AM 2 2 4 1/31/2020 06:00 AM 2 1 3
1/29/2020 06:15 AM 8 1 9 1/30/2020 06:15 AM 11 2 13 1/31/2020 06:15 AM 6 0 6
1/29/2020 06:30 AM 7 2 9 1/30/2020 06:30 AM 5 0 5 1/31/2020 06:30 AM 2 0 2
1/29/2020 06:45 AM 5 1 6 1/30/2020 06:45 AM 9 0 9 1/31/2020 06:45 AM 5 1 6
1/29/2020 07:00 AM 12 1 13 1/30/2020 07:00 AM 6 3 9 1/31/2020 07:00 AM 7 3 10
1/29/2020 07:15 AM 8 0 8 1/30/2020 07:15 AM 5 2 7 1/31/2020 07:15 AM 7 0 7
1/29/2020 07:30 AM 9 3 12 1/30/2020 07:30 AM 12 0 12 1/31/2020 07:30 AM 5 0 5
1/29/2020 07:45 AM 6 2 8 1/30/2020 07:45 AM 6 0 6 1/31/2020 07:45 AM 6 3 9
1/29/2020 08:00 AM 10 3 13 1/30/2020 08:00 AM 4 5 9 1/31/2020 08:00 AM 3 1 4
1/29/2020 08:15 AM 6 1 7 1/30/2020 08:15 AM 5 2 7 1/31/2020 08:15 AM 5 2 7
1/29/2020 08:30 AM 2 0 2 1/30/2020 08:30 AM 6 0 6 1/31/2020 08:30 AM 4 1 5
1/29/2020 08:45 AM 1 1 2 1/30/2020 08:45 AM 2 1 3 1/31/2020 08:45 AM 2 0 2
1/29/2020 09:00 AM 4 2 6 1/30/2020 09:00 AM 3 1 4 1/31/2020 09:00 AM 2 0 2
1/29/2020 09:15 AM 2 2 4 1/30/2020 09:15 AM 1 2 3 1/31/2020 09:15 AM 5 2 7
1/29/2020 09:30 AM 4 2 6 1/30/2020 09:30 AM 4 3 7 1/31/2020 09:30 AM 3 1 4
1/29/2020 09:45 AM 4 3 7 1/30/2020 09:45 AM 5 1 6 1/31/2020 09:45 AM 1 2 3
1/29/2020 10:00 AM 4 2 6 1/30/2020 10:00 AM 5 5 10 1/31/2020 10:00 AM 3 4 7
1/29/2020 10:15 AM 4 2 6 1/30/2020 10:15 AM 1 4 5 1/31/2020 10:15 AM 4 2 6
1/29/2020 10:30 AM 3 2 5 1/30/2020 10:30 AM 2 0 2 1/31/2020 10:30 AM 1 3 4
1/29/2020 10:45 AM 3 1 4 1/30/2020 10:45 AM 1 2 3 1/31/2020 10:45 AM 3 1 4
1/29/2020 11:00 AM 3 4 7 1/30/2020 11:00 AM 2 3 5 1/31/2020 11:00 AM 3 2 5
1/29/2020 11:15 AM 6 1 7 1/30/2020 11:15 AM 8 4 12 1/31/2020 11:15 AM 4 0 4
1/29/2020 11:30 AM 5 4 9 1/30/2020 11:30 AM 2 1 3 1/31/2020 11:30 AM 2 1 3
1/29/2020 11:45 AM 5 5 10 1/30/2020 11:45 AM 3 3 6 1/31/2020 11:45 AM 5 2 7
1/29/2020 12:00 PM 4 6 10 1/30/2020 12:00 PM 4 4 8 1/31/2020 12:00 PM 3 2 5
1/29/2020 12:15 PM 0 1 1 1/30/2020 12:15 PM 3 4 7 1/31/2020 12:15 PM 4 2 6
1/29/2020 12:30 PM 2 1 3 1/30/2020 12:30 PM 2 7 9 1/31/2020 12:30 PM 4 4 8
1/29/2020 12:45 PM 2 2 4 1/30/2020 12:45 PM 5 1 6 1/31/2020 12:45 PM 3 2 5
1/29/2020 01:00 PM 3 3 6 1/30/2020 01:00 PM 3 2 5 1/31/2020 01:00 PM 1 7 8
1/29/2020 01:15 PM 5 2 7 1/30/2020 01:15 PM 3 4 7 1/31/2020 01:15 PM 3 5 8
1/29/2020 01:30 PM 2 7 9 1/30/2020 01:30 PM 3 7 10 1/31/2020 01:30 PM 3 1 4
1/29/2020 01:45 PM 4 3 7 1/30/2020 01:45 PM 5 2 7 1/31/2020 01:45 PM 3 2 5
1/29/2020 02:00 PM 4 2 6 1/30/2020 02:00 PM 4 1 5 1/31/2020 02:00 PM 4 1 5
1/29/2020 02:15 PM 0 2 2 1/30/2020 02:15 PM 6 3 9 1/31/2020 02:15 PM 3 4 7
1/29/2020 02:30 PM 5 3 8 1/30/2020 02:30 PM 3 3 6 1/31/2020 02:30 PM 1 2 3
1/29/2020 02:45 PM 1 5 6 1/30/2020 02:45 PM 5 9 14 1/31/2020 02:45 PM 3 2 5
1/29/2020 03:00 PM 7 8 15 1/30/2020 03:00 PM 4 2 6 1/31/2020 03:00 PM 2 1 3
1/29/2020 03:15 PM 5 2 7 1/30/2020 03:15 PM 3 3 6 1/31/2020 03:15 PM 4 5 9
1/29/2020 03:30 PM 5 9 14 1/30/2020 03:30 PM 5 3 8 1/31/2020 03:30 PM 4 4 8
1/29/2020 03:45 PM 4 2 6 1/30/2020 03:45 PM 4 4 8 1/31/2020 03:45 PM 2 6 8
1/29/2020 04:00 PM 2 9 11 1/30/2020 04:00 PM 4 4 8 1/31/2020 04:00 PM 12 7 19
1/29/2020 04:15 PM 4 6 10 1/30/2020 04:15 PM 3 5 8 1/31/2020 04:15 PM 3 8 11
1/29/2020 04:30 PM 3 6 9 1/30/2020 04:30 PM 4 11 15 1/31/2020 04:30 PM 6 5 11
1/29/2020 04:45 PM 7 7 14 1/30/2020 04:45 PM 5 6 11 1/31/2020 04:45 PM 1 8 9
1/29/2020 05:00 PM 2 10 12 1/30/2020 05:00 PM 0 5 5 1/31/2020 05:00 PM 5 6 11
1/29/2020 05:15 PM 3 6 9 1/30/2020 05:15 PM 2 4 6 1/31/2020 05:15 PM 2 13 15
1/29/2020 05:30 PM 2 8 10 1/30/2020 05:30 PM 2 6 8 1/31/2020 05:30 PM 4 3 7
1/29/2020 05:45 PM 6 9 15 1/30/2020 05:45 PM 2 13 15 1/31/2020 05:45 PM 2 5 7
1/29/2020 06:00 PM 0 6 6 1/30/2020 06:00 PM 2 6 8 1/31/2020 06:00 PM 0 6 6
1/29/2020 06:15 PM 2 9 11 1/30/2020 06:15 PM 4 4 8 1/31/2020 06:15 PM 1 2 3
1/29/2020 06:30 PM 0 2 2 1/30/2020 06:30 PM 1 4 5 1/31/2020 06:30 PM 3 6 9
1/29/2020 06:45 PM 1 1 2 1/30/2020 06:45 PM 2 5 7 1/31/2020 06:45 PM 3 2 5
1/29/2020 07:00 PM 0 4 4 1/30/2020 07:00 PM 2 2 4 1/31/2020 07:00 PM 0 5 5
1/29/2020 07:15 PM 0 6 6 1/30/2020 07:15 PM 3 4 7 1/31/2020 07:15 PM 0 4 4
1/29/2020 07:30 PM 1 3 4 1/30/2020 07:30 PM 1 2 3 1/31/2020 07:30 PM 3 1 4
1/29/2020 07:45 PM 2 0 2 1/30/2020 07:45 PM 4 1 5 1/31/2020 07:45 PM 2 6 8
1/29/2020 08:00 PM 2 4 6 1/30/2020 08:00 PM 1 2 3 1/31/2020 08:00 PM 2 2 4
1/29/2020 08:15 PM 2 1 3 1/30/2020 08:15 PM 3 0 3 1/31/2020 08:15 PM 5 1 6
1/29/2020 08:30 PM 1 2 3 1/30/2020 08:30 PM 1 3 4 1/31/2020 08:30 PM 0 2 2
1/29/2020 08:45 PM 1 2 3 1/30/2020 08:45 PM 1 1 2 1/31/2020 08:45 PM 2 0 2
1/29/2020 09:00 PM 1 3 4 1/30/2020 09:00 PM 3 6 9 1/31/2020 09:00 PM 0 0 0
1/29/2020 09:15 PM 1 3 4 1/30/2020 09:15 PM 2 0 2 1/31/2020 09:15 PM 0 2 2
1/29/2020 09:30 PM 1 2 3 1/30/2020 09:30 PM 0 3 3 1/31/2020 09:30 PM 1 2 3
1/29/2020 09:45 PM 0 2 2 1/30/2020 09:45 PM 0 0 0 1/31/2020 09:45 PM 1 2 3
1/29/2020 10:00 PM 3 0 3 1/30/2020 10:00 PM 0 1 1 1/31/2020 10:00 PM 1 3 4
1/29/2020 10:15 PM 2 1 3 1/30/2020 10:15 PM 0 1 1 1/31/2020 10:15 PM 1 1 2
1/29/2020 10:30 PM 2 1 3 1/30/2020 10:30 PM 1 0 1 1/31/2020 10:30 PM 0 2 2
1/29/2020 10:45 PM 1 0 1 1/30/2020 10:45 PM 0 0 0 1/31/2020 10:45 PM 0 3 3
1/29/2020 11:00 PM 0 2 2 1/30/2020 11:00 PM 0 2 2 1/31/2020 11:00 PM 0 0 0
1/29/2020 11:15 PM 2 0 2 1/30/2020 11:15 PM 0 1 1 1/31/2020 11:15 PM 1 1 2
1/29/2020 11:30 PM 0 0 0 1/30/2020 11:30 PM 0 1 1 1/31/2020 11:30 PM 0 0 0
1/29/2020 11:45 PM 0 0 0 1/30/2020 11:45 PM 0 0 0 1/31/2020 11:45 PM 0 0 0
246 223 469 238 212 450 206 192 398
CR 355 - TOTAL TRIPS FOR 1/29/20 & 1/30/20 & 1/31/20
AMPMAM % HVPM % HVAMPMAM % HVPM % HVAMPMAM % HVPM % HVLeft9095201161262014916400Thru122212221322Right413420524220675400Total vph / Wtd avg % HV1321312.00.01691702.00.02172210.00.0LT from N Spur leg584128227581602298720422T from I-70 EB Off Ramp122212221322RT from S Spur leg126322216142222065522Total7111622.02.09202042.02.011942622.02.0Left19802225105223113122Right129192221672522221131422Total1482722.02.01923572.02.02424452.02.0Thru183129222411742231722822Right126322216142222065522Total3091612.02.04022162.02.05232832.02.0Left282922343622444622Thru257205223232642244234622Total2852342.02.03573002.02.04863922.02.0Left584128227581602298720422Thru106251221403152218541222Total6903792.02.08984752.02.011726162.02.0LT from S Spur leg584128227581602298720422T from I-70 WB Off Ramp022202220322RT from N Spur leg89108221111362214217622Total6732382.02.08692982.02.011293832.02.0Left181112222139222817622Thru022202220322Right7348122916112211778922Total915942.02.01137522.02.01459682.02.0Left7121055902615511332755Thru214424222845572237172922Right2841554057555579553136752.93.14148752.93.153911352.93.1Thru6982602287633622114444022Right89108221111362214217622Total7873682.02.09874722.02.012866162.02.0Left546322667722819522Thru432955533655694755Right25791553201115540313855Total3541834.54.04392244.54.05532804.64.0LT from S Spur leg7121055902615511332755T from US 6151075519134552417455RT from N Spur leg6079227395228911722Total1463963.84.41824903.84.42266183.84.4LT from N Spur leg461622622222843022T from US 6432955533655694755RT from S Spur leg284155405755557955Total117863.84.41551153.84.42081563.84.4Left1694553581554911155Thru151075519134552417455Right25592222129222817622Total562603.74.3763444.13.91014614.23.9Left615822807622999522Thru163361222134742226759122Right601622279213229828522Total2845812.02.03727632.02.04649712.02.0Left461622622222843022Thru485216226322802283436722Right6079227395228911722Total5913112.02.07673972.02.010075142.02.0Left242822303522394622Thru77229922111122Right473822634922776222Total78732.02.0102932.02.01271192.02.0LT from S Spur leg615822807622999522T from New Castle102422123022163922RT from N Spur leg531822662922862922Total1241002.02.01581352.02.02011632.02.0LT from N Spur leg245122306422398322T from New Castle77229922111122RT from S Spur leg601622279213229828522Total912202.02.01182862.02.01483792.02.0Left161152221147222618722Thru102422123022163922Right1389221611222114522Total392282.02.0491882.02.0633712.02.0Left245122306422398322Thru512158226832012283825822Right531822662922862922Total5892272.02.07792942.02.09633702.02.0LT from New Castle242822303522394622T from S Spur leg163361222134742226759122RT from New Castle1389221611222114522Total2004782.02.02595202.02.03277822.02.0Left231272815937208Thru012101Total231280.00.0301600.00.0372090.00.0Thru234434Right222451205736374Total224480.00.0124610.00.0366780.00.0T from CR 335230044003400RT from Spur129192221672522221131422Total1311952.02.01712562.02.02143182.02.0LT from N Spur leg19800025105003113100T from CR 335012221220122Total19810.00.0271060.10.0311320.00.002225449475667123I-70 WB ramp SB to I-70 EB rampI-70 WB ramp NB to US 6I-70 WB Off RampI-70 WB On Ramp1.2663560000287729291269133063532015 to 2025 Growth FactorI-70 EB Off RampCR 335 NB to I-70 EB RampI-70 EB ramp SB to CR 335I-70 EB On RampNew Castle Plaza Access EB E/O SpurNew Castle Plaza Access WB W/O SpurNew Castle Plaza Access EB W/O SpurNew Castle Plaza Access SB to US 6US 6 NB to New Castle Plaza AccessUS 6 WB E/O SpurUS 6 EB E/O SpurUS 6 WB W/O SpurUS 6 EB W/O SpurUS 6 SB to I-70 WB rampI-70 EB ramp NB to I-70 WB ramp1.311.291.291.311.331.331.241.23Castle Valley SB to New Castle Plaza AccessNew Castle Plaza Access WB E/O Spur2362233056391001954CR 335 EB E/O SpurCR 335 WB W/O SpurCR 335 WB E/O SpurCR 335 EB W/O SpurCastle Valley NB to X32270245425134069141328491383282013794925484257993559173701.181.170.781.141.151.310.891.30334801572220016111.301.301.291.301.251.301.342015 ADT2025 ADT20152025Movement1.311.311.291.291.301.261.281.281.271821523932851.232040203552792007410392860042084111235367862883578398251.241.421.292.401.251.311.261.24002025 to 2040 Growth Factor2040 ADT83050000361436781711178080321.301.831.261.261.351.341.261.301.301.292025 (expected year of construction) DirectionalADT
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix E
Appendix E
Trip Generation, Reduction, Distribution, Assignment Worksheet
Nutrient Farm - Trip GenerationITE Trip Generation, 10th EditionNumber ITEDaily DesignAMAMAMPMPMPMDesignAMAMPMPMAMAMPMPMIndustrialCommericalInstitutionalOffice & OtherLand Use Typeof UnitsUnitCodeRateRateEnteringExitingRateEnteringExitingTrafficINOUTINOUTAM INAM OUTPM INPM OUTINOUTINOUTUnit FeeTotal FeeFee(per 1000 sf)(per 1000 sf)(per 1000 sf)(per 1000 sf)Single Family Detached19 Dwelling21011.890.960.240.721.090.680.40226 5 141389%24%58%45%511 5 4 1,332$ 25,308$ < 900 486$ 379$ 2,523$ 1,008$ 1,092$ ADU (MF, Low-rise)20 Dwelling2205.500.520.120.400.710.440.26110 28959%24%58%45%2 6 4 3 986$ 19,720$ 901 - 1400 986$ Warehousing140ksf1501.910.300.230.070.320.090.232673210123322%88%36%11%251829379$ 53,060$ 1401 - 19001,332$ General Office Building15ksf71011.202.712.330.381.000.160.8416835621322%88%36%11%2711121,092$ 16,380$ 1401 - 19001,332$ Retail2ksf82037.752.131.320.8115.037.217.817632141641%42%66%65%21562,523$ 5,046$ 1901 - 24001,598$ Supermarket (Farm Sales)4ksf850106.783.822.291.539.244.714.5342796191841%42%66%65%53662,523$ 10,092$ > 24001,811$ Restaurant7.5ksf932112.189.945.474.479.776.063.718414134452833%19%30%68%27283292,523$ 18,923$ Camp / RV / Cabin67spaces*2.360.260.140.120.250.160.0915817108175%23%44%14%168415486$ 32,562$ Adventure Farm, Off-Road Park, Water Park193 visitors** 1.33 0.13 0.09 0.03 0.13 0.06 0.07 257 17 6 12 26 0% 0% 14% 3%17 6 10 25 2,523$ 18,166$ 7.2 ksfPerforming Arts100visitors**1.330.000.000.000.500.050.45133005450%0%14%3%004442,523$ 12,615$ 5ksfRetreat12 rooms***2.000.500.450.050.500.050.452451155%23%44%14%5 1 1 4 486$ 5,832$ 12 roomsMusic Festival350visitors****1.000.000.000.000.330.030.3035000121040%0%14%3%0010101-$ TOTAL TRIPS:3,037 166 97 152 318131 66 90 258217,703$ 2,687 166 97 140 214 617131 66 80 157 434 1,890AM INAM OUTPM INPM OUTOffice /Warehouse67161446Office /Warehouse52294130%OVERALL DAILY TRIP REDUCTION38151988Retail / Supermarket1283334Retail / Supermarket741112Entertainment17629175Entertainment17624170TOTAL TRIPS less MUSIC FEST:South Access to main camping, cabins, water, retreat, perf artsRoad Impact Fee Residential Unit Design Hour Rates Weekday Design Hour TrafficInternal Capture RatesTrip Reduction Design Hour VolumesRoad Impact Fee
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix F
Appendix F
Combined Scenario Results – MOE’s by Movement
Overall LOSOverall DelayLOSDelay95th QOverall LOSOverall DelayLOSDelay95th QOverall LOSOverall DelayLOSDelay95th QOverall LOSOverall DelayLOSDelay95th QApproach MovementEB AMA 9.1B 10.1 81B 12.0B 14.4 103C16.4C 20.0 119C16.4C 20.0 119PMA 9.9A 9.6 54B 11.8B 10.463C18.3B 12.1 68C23.4B 12.9 69WB AMA 7.6 59A 8.7 62B 11.4 78B 11.4 78PMA 7.8 42A 8.245B 11.4 72C 15.5 83SB AMA 8.5 63A 9.8 58C 15.7 84C 15.7 84PMB 10.4 78B 12.899D 23.5 122D 31.9 1282042 TOTAL TRAFFIC (with Music)CR 335 / Bruce RoadAll-way STOP2022 BASELINE TRAFFIC2042 BACKGROUND TRAFFIC2042 TOTAL TRAFFIC (less Music)
Nutrient Farm – Level III Traffic Impact Study August 2021
Traffic Impact Study Appendix G
Appendix G
Trip Generation and Internal Capture Background Data
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office / Warehousing 750 / 150 155 ksf 83 67 16
Retail / Supermarket 820 / 850 6 ksf 20 12 8
Restaurant 932 8 ksf 75 41 34
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)25 17 8
Residential 220 39 dwelling 29 7 22
Camping / RV / Retreat *79 spaces / rooms 33 22 11
All Other Land Uses 0
Total 265 166 99
Veh. Occ. % Transit % Non-Motorized Veh. Occ.% Transit % Non-Motorized
Office / Warehousing 1.00 1.00
Retail / Supermarket 1.50 1.50
Restaurant 2.00 2.00
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)1.50 1.50
Residential 1.50 1.50
Camping / RV 2.00 2.00
All Other Land Uses2
Office Retail Restaurant Residential Camping / RV
Office / Warehousing 1000 1000 1500 1500
Retail / Supermarket 1000 1000 1000 1000
Restaurant 1000 1000 1000 2000
Entertainment 1000 1500 1500 2000 1000
Residential 1500 1000 1000 2000
Camping / RV 1500 1000 2000 2000
Office Retail Restaurant Residential Camping / RV
Office / Warehousing 4 10 0 0
Retail / Supermarket 3 2 0 0
Restaurant 9 1 1 2
Entertainment 0 0 0 0 0
Residential 1 0 7 0
Camping / RV 2 1 2 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 411 248 163 Office / Warehousing 22%88%
Internal Capture Percentage 22% 18%28% Retail / Supermarket 33%42%
Restaurant 26%19%
External Vehicle-Trips3 205 136 69 Entertainment 0%0%
External Transit-Trips4 0 0 0 Residential 9%24%
External Non-Motorized Trips4 0 0 0 Camping / RV 5%23%
CR 335 Garfield County
AM Street Peak Hour
SGM
DJC
2042
Estimation Tool Developed by the Texas Transportation Institute
Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use
2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A
1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers.
4Person-Trips
*Indicates computation that has been rounded to the nearest whole number.
Table 2-A: Mode Split and Vehicle Occupancy Estimates
Table 4-A: Internal Person-Trip Origin-Destination Matrix*
Destination (To)Origin (From)
Origin (From)Destination (To)
Entertainment
1000
Land Use Entering Trips Exiting Trips
Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance)
1500
NCHRP 8-51 Internal Trip Capture Estimation Tool
Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
0
0
Entertainment
Development Data (For Information Only )
1000
1500
2000
0
0
0
Estimated Vehicle-TripsLand Use
Nutrient farm
Project Name:
Analysis Period:
Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips*
Office / Warehousing 1.00 67 67 1.00 16 16
Retail / Supermarket 1.50 12 18 1.50 8 12
Restaurant 2.00 41 82 2.00 34 68
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)1.50 17 26 1.50 8 12
Residential 1.50 7 11 1.50 22 33
Camping / RV 2.00 22 44 2.00 11 22
Office Retail Restaurant Residential Hotel
Office / Warehousing 4 10 0 0
Retail / Supermarket 3 2 2 0
Restaurant 21 10 3 2
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)0 0 0 0 0
Residential 1 0 7 0
Camping / RV 17 3 2 0
Office Retail Restaurant Residential Hotel
Office / Warehousing 6 19 0 0
Retail / Supermarket 3 41 0 0
Restaurant 9 1 1 2
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)0 0 0 0 0
Residential 2 3 16 0
Camping / RV 2 1 5 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office / Warehousing 15 52 67 52 0 0
Retail / Supermarket 6 12 18 8 0 0
Restaurant 21 61 82 31 0 0
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)0 26 26 17 0 0
Residential 1 10 11 7 0 0
Camping / RV 2 42 44 21 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office / Warehousing 14 2 16 2 0 0
Retail / Supermarket 5 7 12 5 0 0
Restaurant 13 55 68 28 0 0
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)0 12 12 8 0 0
Residential 8 25 33 17 0 0
Camping / RV 5 17 22 9 0 0
All Other Land Uses3 0 0 0 0 0 0
Land Use Table 7-A (D): Entering Trips
2Person-Trips
Person-Trip Estimates
Nutrient farm
AM Street Peak Hour
Table 9-A (D): Internal and External Trips Summary (Entering Trips)
Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin)
Origin (From)Destination (To)
Cinema/Entertainment
Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends
Table 7-A (O): Exiting Trips
0
0
0
Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination)
Origin (From)
Origin Land Use Person-Trip Estimates External Trips by Mode*
External Trips by Mode*
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A
0
*Indicates computation that has been rounded to the nearest whole number.
0
0
0
0
0
Destination (To)
Cinema/Entertainment
0
3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
Destination Land Use
Table 9-A (O): Internal and External Trips Summary (Exiting Trips)
Project Name:Organization:
Project Location:Performed By:
Scenario Description:Date:
Analysis Year:Checked By:
Analysis Period:Date:
ITE LUCs1 Quantity Units Total Entering Exiting
Office / Warehousing 750 / 150 155 ksf 60 14 46
Retail / Supermarket 820 / 850 6 ksf 67 33 34
Restaurant 932 7.5 ksf 73 45 28
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)204 29 175
Residential 220 39 dwelling 35 22 13
Camping / RV / Retreat *79 spaces / rooms 31 9 22
All Other Land Uses 0
Total 470 152 318
Veh. Occ. % Transit % Non-Motorized Veh. Occ.% Transit % Non-Motorized
Office / Warehousing 1.00 1.00
Retail / Supermarket 1.50 1.50
Restaurant 2.00 2.00
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)1.50 1.50
Residential 1.50 1.50
Camping / RV 2.00 2.00
All Other Land Uses2
Office Retail Restaurant Residential Camping / RV
Office / Warehousing 1000 1000 1500 1500
Retail / Supermarket 1000 1000 1000 1000
Restaurant 1000 1000 1000 2000
Entertainment 1000 1500 1500 2000 1000
Residential 1500 1000 1000 2000
Camping / RV 1500 1000 2000 2000
Office Retail Restaurant Residential Camping / RV
Office / Warehousing 3 1 1 0
Retail / Supermarket 1 15 12 3
Restaurant 2 23 5 4
Entertainment 1 2 3 1 0
Residential 1 4 3 1
Camping / RV 0 1 5 0
Total Entering Exiting Land Use Entering Trips Exiting Trips
All Person-Trips 729 249 480 Office / Warehousing 36%11%
Internal Capture Percentage 27% 39%20% Retail / Supermarket 66%65%
Restaurant 30%68%
External Vehicle-Trips3 350 91 259 Entertainment 14%3%
External Transit-Trips4 0 0 0 Residential 58%45%
External Non-Motorized Trips4 0 0 0 Camping / RV 44%14%
1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers.
2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P
*Indicates computation that has been rounded to the nearest whole number.
Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use
4Person-Trips
Estimation Tool Developed by the Texas Transportation Institute
4
0
0
Origin (From)Destination (To)
Entertainment
0
2
1500
2000
1000
Table 4-P: Internal Person-Trip Origin-Destination Matrix*
Origin (From)Destination (To)
Entertainment
1000
1500
Table 2-P: Mode Split and Vehicle Occupancy Estimates
Land Use Entering Trips Exiting Trips
Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance)
2042
PM Street Peak Hour
Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate)
Land Use Development Data (For Information Only ) Estimated Vehicle-Trips
NCHRP 8-51 Internal Trip Capture Estimation Tool
Nutrient farm SGM
CR 335 Garfield County DJC
Project Name:
Analysis Period:
Veh. Occ. Vehicle-Trips Person-Trips*Veh. Occ.Vehicle-Trips Person-Trips*
Office / Warehousing 1.00 14 14 1.00 46 46
Retail / Supermarket 1.50 33 50 1.50 34 51
Restaurant 2.00 45 90 2.00 28 56
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)1.50 29 44 1.50 175 263
Residential 1.50 22 33 1.50 13 20
Camping / RV 2.00 9 18 2.00 22 44
Office Retail Restaurant Residential Hotel
Office / Warehousing 7 1 1 0
Retail / Supermarket 1 15 12 3
Restaurant 2 23 9 4
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)5 55 82 13 5
Residential 1 6 3 1
Camping / RV 0 7 30 1
Office Retail Restaurant Residential Hotel
Office / Warehousing 3 1 1 0
Retail / Supermarket 4 26 15 3
Restaurant 4 25 5 13
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)1 2 3 1 0
Residential 8 4 10 2
Camping / RV 0 1 5 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office / Warehousing 5 9 14 9 0 0
Retail / Supermarket 33 17 50 11 0 0
Restaurant 27 63 90 32 0 0
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)6 38 44 25 0 0
Residential 19 14 33 9 0 0
Camping / RV 8 10 18 5 0 0
All Other Land Uses3 0 0 0 0 0 0
Internal External Total Vehicles1 Transit2 Non-Motorized2
Office / Warehousing 5 41 46 41 0 0
Retail / Supermarket 33 18 51 12 0 0
Restaurant 38 18 56 9 0 0
Entertainment (Adventure, Off-Road, Water Park, Perf Arts, Retreat, Music)7 256 263 171 0 0
Residential 9 11 20 7 0 0
Camping / RV 6 38 44 19 0 0
All Other Land Uses3 0 0 0 0 0 0
11
0
4
14
0
3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator
Table 9-P (O): Internal and External Trips Summary (Exiting Trips)
Origin Land Use Person-Trip Estimates External Trips by Mode*
Person-Trip Estimates External Trips by Mode*
0
Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination)
Origin (From)
2Person-Trips
0
0
Table 9-P (D): Internal and External Trips Summary (Entering Trips)
Destination Land Use
*Indicates computation that has been rounded to the nearest whole number.
Nutrient farm
PM Street Peak Hour
Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends
Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips
Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin)
Origin (From)Destination (To)
Destination (To)
Cinema/Entertainment
Cinema/Entertainment
0
2
1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P