Short-Term Noise Impacts
Construction activities generally are temporary and have a short duration, resulting in periodic increases in the ambient noise environment. Construction activities would include grading, on-site earthwork, building construction, paving, and architectural coating. Ground-borne noise and other types of construction-related noise impacts typically occur during the initial earthwork phase. This phase of construction has the potential to create the highest levels of noise. Typical noise levels generated by construction equipment are shown in Table 4.13-9, Maximum Noise Levels Generated by Construction Equipment. It should be noted that the noise levels identified in Table 4.13-9 are maximum sound levels (Lmax), which are the highest individual sound occurring at an individual time period. Operating cycles for these types 1 While the nearest sensitive receptor property line is located in the City of Whittier, adjacent to the southern portion of the project site, the nearest structure is located approximately 12 feet away.
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of construction equipment may involve one or two minutes of full power operation followed by three to four minutes at lower power settings. Other primary sources of acoustical disturbance would be due to random incidents, which would last less than one minute (such as dropping large pieces of equipment or the hydraulic movement of machinery lifts).
The closest sensitive receptors to the project site are the single-family residential uses immediately to the south of the project site. These sensitive uses may be exposed to elevated noise levels during project construction.
Table 4.13-9
Maximum Noise Levels Generated by Construction Equipment Type of Equipment Acoustical Use Factor1 Lmax at 50 Feet (dBA) Concrete Saw 20 90
Crane 16 81
Augur Drill Rig 20 85
Concrete Mixer Truck 40 79
Backhoe 40 78
Dozer 40 82
Excavator 40 81
Forklift 40 78
Paver 50 77
Roller 20 80
Tractor 40 84
Water Truck 40 80
Grader 40 85
General Industrial Equipment 50 85
Note:
1. Acoustical Use Factor (percent): Estimates the fraction of time each piece of construction equipment is operating at full power (i.e., its loudest condition) during a construction operation.
Source: Federal Highway Administration, Roadway Construction Noise Model (FHWA-HEP-05- 054), January 2006.
Construction noise is difficult to quantify because of the many variables involved, including the specific equipment types, size of equipment used, percentage of time each piece is in operation, condition of each piece of equipment, and number of pieces that would operate on the site. Construction equipment produce maximum noise levels when equipment is operating under full power conditions (i.e., the equipment engine at maximum speed). However, equipment used on construction sites typically operates under less than full power conditions, or part power. To more accurately characterize construction-period noise levels, the average (Leq) noise level associated with each construction stage is calculated based on the quantity, type, and usage factors for each type of equipment that would be used during each construction stage. These noise levels are typically associated with multiple pieces of equipment simultaneously operating on part power. The estimated construction noise levels at the nearest noise-sensitive receptors is presented in Table 4.13-10, Construction Noise Levels at Adjacent Residential Receptors. To present a conservative analysis, the estimated noise levels were calculated for a scenario in which all heavy construction equipment were assumed to operate simultaneously in each phase of construction and be located at the construction area nearest to the affected receptors.
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Table 4.13-10
Construction Noise Levels at Adjacent Residential Receptors Nearest
Sensitive
Receptor to
Project Site
Distance to
Construction
Activities
(Feet)
Construction
Phase
Estimated Exterior
Construction Noise
Level (dBA Leq)1
Estimated Exterior
Construction Noise
Level (dBA Leq) with
Mitigation2
Construction
Noise
Standard
(dBA Leq)3
Exceeds
Standards
with
Mitigation?
Southern
Residences
20 Grading 92.7 72.7 75 No
20 Paving 90.3 70.3 75 No
275 Building
Construction 79.9 59.9 75 / 60 No
275 Architectural
Coatings 61.9 41.9 60 No
Notes:
1. These noise levels conservatively assume the simultaneous operation of all heavy construction equipment at the same precise location.
2. Project estimated exterior construction noise levels with mitigation include a sound reduction of 20 dBA from Mitigation Measure NOI-2.
3. The Los Angeles County Code Section 12.08.440 identifies mobile (i.e., 75 dBA) and stationary (i.e. 60 dBA) noise standards for construction activities occurring in the vicinity of single-family residential uses. For the purposes of this analysis, mobile (i.e., 75 dBA) and/or stationary (i.e., 60 dBA) noise standards were applied to construction phases with mobile and/or stationary construction equipment.
Source: Federal Highway Administration, Roadway Construction Noise Model (RCNM), 2006 (see Appendix E, Noise Data).
Pico Rivera Municipal Code Section 18.42.050 exempts construction activities from the noise standard providing that such activities take place between the hours of 7:00 a.m. to 7:00 p.m. except for purposes of emergencies. Los Angeles County Code Section 12.08.440 exempts construction activities from the noise standard providing that such activities take place between the hours of 7:00 a.m. to 7:00 p.m. (except Sundays and holidays) and the construction noise levels generated do not exceed the construction mobile noise standard (i.e., 75 dBA) or the construction stationary noise standard (i.e., 60 dBA) at single-family residential uses. As depicted in Table 4.13-10, adjacent residential receptors could be exposed to temporary and intermittent noise levels ranging from 61.9 to 92.7 dBA, which exceeds the County’s construction mobile (i.e., 75 dBA) and construction stationary (i.e., 60 dBA) noise standards. It should be noted that the City does not have construction noise standards for residential uses. As previously noted, noise levels presented in Table 4.13-10 are conservative, as these noise levels assume the simultaneous operation of all construction equipment at the same precise location. In reality, construction equipment would be used throughout the project site and would not be concentrated at the point closest to the sensitive receptors.
To ensure compliance with the County’s construction noise standards (outlined in Los Angeles County Code Section
12.08.440) and reduce construction-generated noise at nearby receptors, the proposed project would be required to implement Mitigation Measure NOI-1 and NOI-2. Mitigation Measure NOI-1 would require construction equipment to be equipped with properly operating and maintained mufflers and other state required noise attenuation devices.
Further, as shown in Table 4.13-10, implementation of Mitigation Measure NOI-2 would reduce the project’s construction noise levels below the County’s construction mobile (i.e., 75 dBA) and construction stationary (i.e. 60 dBA) noise standards with the use of a temporary noise barrier or enclosure along the southern/southwestern portion of the project site to break the line of sight between the construction equipment and the adjacent residences. Therefore, project construction activities would not generate noise levels in excess of County standards with implementation of Mitigation Measures NOI-1 and NOI-2. A less than significant impact would occur in this regard.
Construction Truck Trips
Construction activities would also cause increased noise along access routes to and from the site due to movement of equipment and workers, as well as hauling trips. Grading of the project site would require the import of approximately 65,000 cubic yards and export of approximately 2,000 cubic yards, which would result in approximately 8,375 soil
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hauling trips.2 It is anticipated that construction worker trips would be a maximum of 349 trips per day, and vendor trips during the building construction phase would equate to a total of 136 trips per day.3 As a result, mobile source noise would increase along access routes to and from the project site during construction. However, mobile traffic noise from construction trips would be temporary and would cease upon project completion.
As discussed above, project construction would result in increased noise levels in the project area. Although the City does not have construction noise limits, the County limits mobile construction noise levels to 75 dBA (Los Angeles County Code Section 12.08.440). A maximum of 60 trips per day (i.e., construction worker trips, vendor trips, and truck hauling trips) are anticipated to occur along Eduardo Avenue, between the hours of 7:00 a.m. to 7:00 p.m. in compliance with Pico Rivera Municipal Code Section 18.42.050 and Los Angeles County Code Section 12.08.440. The operation of dump trucks would produce the loudest source of noise from construction truck trips. Based on FTA data, dump trucks generate a noise level of 72.5 dBA at a distance of 50 feet.4 Affected structures along Eduardo Avenue contain either block walls or chain-link fence. The nearest affected structure is a residential use with a block wall along Eduardo Avenue, located approximately 25 feet from dump truck operations along Eduardo Avenue. The block wall would attenuate dump truck noise levels by approximately 10 dBA.5 Therefore, accounting for the intervening block wall, dump truck noise levels would be approximately 68.5 dBA. The remaining affected structures (i.e., residential uses) contain chain-link fence along Eduardo Avenue. These affected structures are located approximately 38 feet from dump truck operations along Eduardo Avenue. At this distance, dump truck noise levels would be approximately 74.9 dBA. Therefore, mobile traffic noise from construction trips would not exceed the County’s 75 dBA mobile construction noise standard. Thus, upon compliance with the City and County’s allowable construction hours (Pico Rivera Municipal Code Section 18.42.050 and Los Angeles County Code Section 12.08.440), short-term noise impacts from construction equipment would be less than significant.
Long-Term Noise Impacts
Off-Site Mobile Noise
Future development generated by the proposed project would result in additional traffic on adjacent roadways, thereby increasing vehicular noise in the vicinity of existing and proposed land uses. According to the Highway Traffic Noise Analysis and Abatement Policy and Guidance, a doubling of traffic volumes would result in a 3 dB increase in traffic noise levels, which is barely detectable by the human ear.6 Existing Conditions
According to Table 4.13-11, Existing With Project Traffic Noise Levels, under the “Existing” scenario, noise levels at a distance of 100 feet from the roadway centerline would range from approximately 61.7 dBA to 66.6 dBA, with the highest noise levels occurring along Beverly Boulevard, between the I-605 Southbound on-ramp and Pioneer Boulevard. The “Existing With Project” scenario noise levels at a distance of 100 feet from the roadway centerline would range from approximately 62.3 dBA to 66.6 dBA, with the highest noise occurring along the same roadway segment. As shown in Table 4.13-11, the noise levels would result in a maximum increase of 0.1 dBA as a result of the proposed project. As these noise level increases are below 3.0 dBA7, a less than significant impact would occur in this regard.
2 Based on California Emissions Estimator Model version 2020.4.0 (CalEEMod) outputs; refer to Appendix A, Air Quality/Greenhouse Gas/Energy Data. 3 Ibid. 4 Federal Highway Administration, Roadway Construction Noise Model (RCNM), 2006. 5 Federal Highway Administration, Roadway Construction Noise Model User’s Guide, January 2016. 6 U.S. Department of Transportation, Highway Traffic Noise Analysis and Abatement Policy and Guidance, updated August 24, 2017, https://www.fhwa.dot.gov/environMent/noise/regulations_and_guidance/polguide/polguide02.cfm, accessed on October 7, 2020. 7 According to the California Department of Transportation’s Traffic Noise Analysis Protocol, dated May 2011, a 3.0 dB difference in noise level is generally the point at which the human ear will perceive a difference in noise level. As such, 3.0 dB is considered a conservative and reasonable threshold of significance, as the City of Pico Rivera does not have an established threshold in this regard.
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Opening Year Conditions
The “Opening Year Without Project” and “Opening Year With Project” scenarios were compared (opening year has been analyzed as 2022). According to Table 4.13-12, Opening Year Traffic Noise Levels, under the “Opening Year Without Project” scenario, the noise levels would range from approximately 61.8 dBA to 66.6 dBA, with the highest noise levels occurring along Beverly Boulevard, between the I-605 Southbound on-ramp and Pioneer Boulevard.
Under the “Opening Year With Project” scenario, the noise levels would range from approximately 61.8 dBA to 66.6 dBA, with the highest noise levels occurring along Beverly Boulevard, between the I-605 Southbound on-ramp to Pioneer Boulevard. As shown in Table 4.13-12, the noise levels would result in a maximum increase of 0.1 dBA as a result of the proposed project. This increase in noise would occur at three segments along Beverly Boulevard and Pioneer Boulevard. As these noise level increases are below 3.0 dBA, a less than significant impact would occur in this regard.
Cumulative Mobile Source Impacts
A project’s contribution to a cumulative traffic noise increase would be considered significant when the combined effect exceeds perception level (i.e., auditory level increase) threshold. The combined effect compares the “Opening Year With Project” condition to “Existing” conditions. This comparison accounts for the traffic noise increase generated by a project combined with the traffic noise increase generated by related projects in the project vicinity including Pico Rivera, Whittier, and Montebello; refer to Table 7-6, Cumulative Projects, of the Traffic Operations Report provided in Appendix F, Vehicle Miles Traveled Memorandum/Traffic Operations Report of this Initial Study. The cumulative projects consist of 12 residential, industrial, commercial, retail, and recreational uses. The following criterion has been utilized to evaluate the combined effect of the cumulative noise increase. • Combined Effect. The cumulative with project noise level (“Opening Year With Project”) would cause a significant cumulative impact if a 3.0 dB increase over existing conditions occurs and the resulting noise level exceeds the applicable exterior standard at a sensitive use.
Although there may be a significant noise increase due to the proposed project in combination with other related projects (combined effects), it must also be demonstrated that the project has an incremental effect. In other words, a significant portion of the noise increase must be due to the proposed project. The following criterion has been utilized to evaluate the incremental effect of the cumulative noise increase. • Incremental Effects. The “Opening Year With Project” causes a 1.0 dBA increase in noise over the “Opening Year Without Project” noise level.
Table 4.13-11
Existing With Project Traffic Noise Levels
Roadway Segment
Existing Existing With Project
Difference
In dBA @
100 Feet
from
Roadway
ADT1
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
ADT1,2
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
Beverly Boulevard
Paramount
Boulevard to
Rosemead
Boulevard
28,600 65.2 223 103 - 28,800 65.2 224 104 - 0.0
Rosemead
Boulevard to
Durfee Avenue
35,400 66.1 257 119 - 35,700 66.2 258 120 - 0.1
Durfee Avenue to
San Gabriel River
Parkway
36,100 66.2 260 121 - 36,400 66.3 262 121 - 0.1
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Table 4.13-11 (continued)
Existing With Project Traffic Noise Levels
Roadway Segment
Existing Existing With Project
Difference
In dBA @
100 Feet
from
Roadway
ADT1
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
ADT1,2
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
San Gabriel River
Parkway to I-605
Southbound ramp
39,700 66.4 266 123 57 40,200 66.4 268 124 58 0.0
I-605 Southbound
Ramp to Pioneer
Boulevard
41,700 66.6 275 127 59 42,000 66.6 276 128 59 0.0
Pioneer Boulevard
to Norwalk
Boulevard
34,800 66.1 254 118 - 34,900 66.1 254 118 - 0.0
East of Norwalk
Boulevard 38,200 66.5 270 125 - 38,300 66.5 271 126 - 0.0 Rosemead Boulevard
North of Beverly
Boulevard 32,000 65.7 241 112 - 32,100 65.7 242 112 - 0.0 South of Beverly
Boulevard 30,400 65.2 221 103 - 30,500 65.2 221 103 - 0.0 San Gabriel River Parkway
North of Beverly
Boulevard 10,600 61.7 130 60 - 10,600 61.7 130 60 - 0.0 Pioneer Boulevard
I-605 Northbound
Ramp to Beverly
Boulevard
16,700 62.6 149 69 - 16,900 62.6 150 70 - 0.0
ADT = average daily trips; dBA = A-weighted decibels; CNEL = community noise equivalent level- = Contour located within the roadway right of way.
Notes:
1. For the existing scenario, the average daily trips (ADTs) volumes that include the planned Interstate 605 improvement were utilized for the FHWA RD-77-108 noise modeling; refer to Appendix E.
2. “Existing With Project” ADT’s were calculated by adding the “Project with the I-605 improvement: ADT’s to the “Existing with I-605 improvement scenario”; refer to Appendix E.
Source: Based on traffic data within the Beverly Boulevard Warehouse Project Traffic Operations Report, prepared by Michael Baker International, November 2020.
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Table 4.13-12
Opening Year Traffic Noise Levels
Roadway Segment
Opening Year Without Project Opening Year With Project
Difference
In dBA @
100 Feet
from
Roadway
ADT1
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
ADT1
dBA @
100 Feet
from
Roadway
Centerline
Distance from Roadway
Centerline to: (Feet)
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
60 CNEL
Noise
Contour
65 CNEL
Noise
Contour
70 CNEL
Noise
Contour
Beverly Boulevard
Paramount
Boulevard to
Rosemead
Boulevard
28,800 65.2 224 104 - 29,000 65.3 225 104 - 0.1
Rosemead
Boulevard to
Durfee Avenue
35,700 66.2 258 120 - 36,000 66.2 260 121 - 0.0
Durfee Avenue to
San Gabriel River
Parkway
36,400 66.3 262 121 - 36,700 66.3 263 122 - 0.0
San Gabriel River
Parkway to I-605
Southbound ramp
40,000 66.4 267 124 58 40,500 66.5 269 125 58 0.1
I-605 Southbound
Ramp to Pioneer
Boulevard
42,000 66.6 276 128 59 42,300 66.6 277 129 60 0.0
Pioneer
Boulevard to
Norwalk
Boulevard
35,100 66.1 255 118 - 35,200 66.1 256 119 - 0.0
East of Norwalk
Boulevard 38,500 66.5 272 126 - 38,600 66.5 272 126 - 0.0 Rosemead Boulevard
North of Beverly
Boulevard 32,300 65.8 243 113 - 32,400 65.8 243 113 - 0.0 South of Beverly
Boulevard 30,600 65.2 222 103 - 30,700 65.2 222 103 - 0.0 San Gabriel River Parkway
North of Beverly
Boulevard 10,700 61.8 131 61 - 10,700 61.8 131 61 - 0.0 Pioneer Boulevard
I-605 Northbound
Ramp to Beverly
Boulevard
16,800 62.6 149 69 - 17,000 62.7 150 70 - 0.1
ADT = average daily trips; dBA = A-weighted decibels; CNEL = community noise equivalent level, - = Contour located within the roadway right of way.
Notes:
1. The average daily trips (ADTs) volumes that include the planned Interstate 605 improvement were utilized for the FHWA RD-77-108 noise modeling; refer to Appendix E.
Source: Based on traffic data within the Beverly Boulevard Warehouse Project Traffic Operations Report, prepared by Michael Baker International, November 2020.
A significant impact would result only if both the combined and incremental effects criteria have been exceeded. Noise by definition is a localized phenomenon, and reduces as distance from the source increases. Consequently, only the proposed project and growth due to occur in the project site’s general vicinity (i.e., the 12 residential, industrial, commercial, retail, and recreational uses projects identified in the Traffic Operations Report) would contribute to cumulative noise impacts. Table 4.13-13, Cumulative Traffic Noise Levels, provides traffic noise effects along roadway segments in the project vicinity for “Existing,” “Opening Year Without Project,” and “Opening Year With Project” conditions, including incremental and net cumulative impacts. As indicated in Table 4.13-13, noise levels under the combined effects criterion would not exceed 3.0 dBA under the combined effect criterion or 1.0 dBA under the incremental effect criterion.
As such, a cumulative noise impact would not occur. Therefore, there would not be any roadway segments that would be subject to significant cumulative impacts, as they would not exceed both the combined and incremental effects criteria.
Therefore, the proposed project, in combination with cumulative background traffic noise levels, would result in less than significant cumulative impacts.
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Table 4.13-13
Cumulative Traffic Noise Levels
Roadway Segment
Existing
Opening
Year
Without
Project
Opening
Year With
Project
Combined
Effects
Incremental
Effects
Cumulatively
Significant
Impact? dBA @
100 Feet
from
Roadway
Centerline
dBA @ 100
Feet from
Roadway
Centerline
dBA @ 100
Feet from
Roadway
Centerline
Difference In
dBA Between
Existing and
Future With
Project
Difference in dBA
Between Future
Without Project
and Future With
Project
Beverly Boulevard
Paramount Boulevard to Rosemead
Boulevard 65.2 65.2 65.3 0.1 0.1 No
Rosemead Boulevard to Durfee Avenue 66.1 66.2 66.2 0.1 0.0 No Durfee Avenue to San Gabriel River
Parkway 66.2 66.3 66.3 0.1 0.0 No
San Gabriel River Parkway to I-605
Southbound ramp 66.4 66.4 66.5 0.1 0.1 No
I-605 Southbound Ramp to Pioneer
Boulevard 66.6 66.6 66.6 0.0 0.0 No
Pioneer Boulevard to Norwalk
Boulevard 66.1 66.1 66.1 0.0 0.0 No
East of Norwalk Boulevard 66.5 66.5 66.5 0.0 0.0 No
Rosemead Boulevard
North of Beverly Boulevard 65.7 65.8 65.8 0.1 0.0 No
South of Beverly Boulevard 65.2 65.2 65.2 0.0 0.0 No
San Gabriel River Parkway
North of Beverly Boulevard 61.7 61.8 61.8 0.1 0.0 No
Pioneer Boulevard
I-605 Northbound Ramp to Beverly
Boulevard 62.6 62.6 62.7 0.1 0.1 No
Notes: ADT = average daily trips; dBA = A-weighted decibels; CNEL = community noise equivalent level.
1. The average daily trips (ADTs) volumes that include the planned Interstate 605 improvement were utilized for the FHWA RD-77-108 noise modeling; refer to Appendix E.
Source: Based on traffic data within the Beverly Boulevard Warehouse Project Traffic Operations Report, prepared by Michael Baker International, November 2020. [ Stationary Noise Impacts
The project proposes a warehousing/distribution building and a print shop facility. Stationary noise sources associated with the proposed project would include mechanical equipment, slow moving trucks, and parking activities. As noted above, the nearest sensitive receptors are located within the unincorporated County of Los Angeles. A discussion of the project’s stationary noise sources is provided below.
Mechanical Equipment. HVAC systems typically result in noise levels that average 55 dBA at 50 feet from the source.8
The nearest sensitive receptors, residential uses, are located approximately 280 feet southeast of the proposed HVAC units for the warehouse building and main office. HVAC units would be included on the roof of the structure and could be located toward the southern portion of the structure. These HVAC units would be screened by a parapet wall, which would reduce noise levels. At a distance of 280 feet, HVAC noise levels would attenuate to 40 dBA. Therefore, HVAC noise levels would not exceed the County’s exterior daytime (i.e. 50 dBA) or nighttime (i.e. 45 dBA) noise standards for residential uses; refer to Table 4.13-3. Furthermore, HVAC noise levels would be much lower than the existing ambient noise within the project vicinity (58.3 to 69.4 dBA) as shown in Table 4.13-8. Thus, the proposed project would not result in noise impacts to nearby receptors from HVAC units, and the nearest receptors would not be directly exposed to substantial noise from on-site mechanical equipment. Impacts in this regard would be less than significant. 8 U.S. Environmental Protection Agency, Community Noise, 1971.
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Slow-Moving Trucks. Typically, slow-moving, heavy-duty delivery trucks accessing loading docks can generate a noise level of approximately 79 dBA at a distance of 50 feet.9 These are noise levels generated by a truck that is operated by an experienced “reasonable” driver with typically applied accelerations. Higher noise levels may be generated by the excessive application of power. Lower levels may be achieved but would not be considered representative of a nominal truck operation.
The project proposes a warehouse building near the southern portion of the project site. The warehouse building would have 18 dock doors at the southern end, approximately 330 feet from the nearest sensitive receptor to the south. At a distance of 330 feet, slow moving and heavy-duty delivery trucks would generate a maximum noise of 62.6 dBA.
Additionally, in compliance with Pico Rivera Municipal Code Chapter 18.40.050 Note 19(h), a 6-foot masonry wall would be constructed along the property line, which would break the line of sight and shield the nearest sensitive receptors from the dock noises, reducing noise levels by about 3 dBA.10 As such, on-site slow-moving truck noise would be approximately 59.6 dBA. It should be noted that existing ambient noise levels near the sensitive receptors range from 58.3 to 69.4 dBA; refer to Table 4.13-8. Therefore, slow-moving truck noise levels would not be perceptible above ambient noise levels. Further, Los Angeles County Code Section 12.08.570 exempts transportation noise from motor vehicles on public right-of-way and private property. A less than significant impact would occur in this regard.
Loading Docks. Loading docks would predominantly produce noise from back-up alarms (also known as back-up beepers). These back-up beepers are required to warn on-site workers that trucks are reversing. Back-up beepers produce a typical volume of 97 dBA at one meter (3.28 feet) from the source. The property line of the nearest sensitive receptor (i.e., a residence) would be located approximately 330 feet south of the trailer loading docks. At this distance, exterior noise levels from back-up beepers would be approximately 57 dBA. However, the Los Angeles County Code Section 12.08.570 specifically exempts warning devices from noise level regulations. Therefore, a less than significant impact would occur in this regard.
Parking Areas. Traffic associated with parking lots is typically not of sufficient volume to exceed community noise standards, which are based on a time-averaged scale such as the CNEL scale. However, the instantaneous maximum sound levels generated by a car door slamming, engine starting up, and car pass-bys may be an annoyance to adjacent noise-sensitive receptors. Estimates of the maximum noise levels associated with some parking lot activities are presented in Table 4.13-14, Typical Noise Levels Generated by Parking Lots.
Table 4.13-14
Typical Noise Levels Generated by Parking Lots
Noise Source Maximum Noise Levels
at 50 Feet from Source
Car door slamming 63 dBA Leq
Car starting 60 dBA Leq
Car idling 61 dBA Leq
Source: Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991.
It should be noted that parking lot noises are instantaneous noise levels compared to noise standards in the CNEL scale, which are averaged over time. As a result, actual noise levels over time resulting from parking lot activities would be far lower than what is identified in Table 4.13-14. Parking lot noise would occur within the on-site surface parking lot adjacent to sensitive receptors to the south. The nearest surface parking would be approximately 25 feet from the sensitive receptors. At this distance, parking noise levels would range from 66 to 69 dBA, based on data provided in Table 4.13-14 and considering distance attenuation. While parking lot noise may be as loud as 69 dBA, 9 Elliot H. Berger, Rick Neitzel, and Cynthia A. Kladden, Noise Navigator Sound Level Database with Over 1700 Measurement Values, July 6, 2010.
10 Federal Highway Administration, FHWA Construction Noise Model User’s Guide, January 2006.
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these noise levels would be short-term and intermittent. Additionally, parking lot noise levels would not exceed the measured ambient noise levels within the vicinity of the sensitive receptors and project site (69.4 dBA near the proposed parking lot) as shown in Table 4.13-8. Furthermore, Los Angeles County Code Section 12.08.570 exempts transportation noise from motor vehicles on public right-of-way and private property. Therefore, noise generated from parking lots near the sensitive receptors would be short-term and would be below ambient noise levels. A less than significant impact would occur.
Mitigation Measures:
NOI-1 Prior to issuance of any grading or building permit, the project applicant shall demonstrate, to the satisfaction of the City of Pico Rivera City Engineer that the project complies with the following:
• Construction contracts specify that all construction equipment, fixed or mobile, shall be equipped with properly operating and maintained mufflers and other state required noise attenuation devices.
• Property owners and occupants located within 1,000 feet of the project boundary shall be sent a notice, at least 15 days prior to commencement of construction, regarding the construction schedule of the proposed project. A sign, legible at a distance of 50 feet shall also be posted at the project construction site. All notices and signs shall be reviewed and approved by the City of Pico Rivera Public Works Department prior to mailing or posting and shall indicate the dates and duration of construction activities, as well as provide a contact name and a telephone number where residents can inquire about the construction process and register complaints. • The construction contractor shall provide evidence that a construction staff member will be designated as a Noise Disturbance Coordinator and will be present on-site during construction activities. The Noise Disturbance Coordinator shall be responsible for responding to any local complaints about construction noise. When a complaint is received, the Noise Disturbance Coordinator shall notify the City within 24-hours of the complaint and determine the cause of the noise complaint (e.g., starting too early, bad muffler, etc.) and shall implement reasonable measures to resolve the complaint, as deemed acceptable by the City of Pico Rivera Public Works Department. All notices that are sent to residential units immediately surrounding the construction site and all signs posted at the construction site shall include the contact name and the telephone number for the Noise Disturbance Coordinator. • The project applicant shall demonstrate to the satisfaction of the City of Pico Rivera City Engineer that construction noise reduction methods shall be used, including but not limited to, shutting off idling equipment, maximizing the distance between construction equipment staging areas and occupied residential areas, and the use of electric air compressors and similar power tools, to the extent feasible.
• During construction, stationary construction equipment shall be placed such that emitted noise is directed away from sensitive noise receivers.
• In compliance with Los Angeles County Code Section 12.08.440, construction shall only occur between the hours of 7:00 a.m. to 7:00 p.m. Monday through Saturday, with no work permitted on Sundays or holidays.
NOI-2 In order to reduce construction noise, a temporary noise barrier or enclosure shall be used along the southern and southwestern portion of the project site to break the line of sight between the construction equipment and the adjacent residences; Assessor’s Parcel Number (APN) 8130-023-011, 8130-023-012, and 8130-023-017.
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The temporary noise barrier shall have a sound transmission class (STC) of 20 or greater in accordance with American Society for Testing and Materials Test Method E90, or at least 2 pounds per square foot to ensure adequate transmission loss characteristics. In order to achieve this, the barrier may consist of 3-inch steel tubular framing, welded joints, a layer of 18-ounce tarp, a 2-inch-thick fiberglass blanket, a half-inch-thick weatherwood asphalt sheathing, and 7/16-inch sturdy board siding with a heavy duct seal around the perimeter.
The length, height, and location of noise control barrier walls shall be adequate to assure proper acoustical performance. In addition, to avoid objectionable noise reflections, the source side of the noise barrier shall be lined with an acoustic absorption material meeting a noise reduction coefficient rating of 0.70 or greater in accordance with American Society for Testing and Materials Test Method C423. All noise control barrier walls shall be designed to preclude structural failure due to such factors as winds, shear, shallow soil failure, earthquakes, and erosion. A provision for this noise attenuation feature shall be indicated on project plans and specifications for verification by the City of Pico Rivera City Engineer. b) Generation of excessive groundborne vibration or groundborne noise levels? Less Than Significant Impact With Mitigation Incorporated. Project construction can generate varying degrees of ground-borne vibration, depending on the construction procedure and the construction equipment used. Operation of construction equipment generates vibrations that spread through the ground and diminish in amplitude with distance from the source. The effect on buildings located in the vicinity of a construction site often varies depending on soil type, ground strata, and construction characteristics of the receiver building(s). The results from vibration can range from no perceptible effects at the lowest vibration levels, to low rumbling sounds and perceptible vibration at moderate levels, to slight damage at the highest levels. Ground-borne vibration from construction activities rarely reach levels that damage structures.
Although the City of Pico Rivera has established a vibration threshold, the nearest sensitive receptors and structures are located in the unincorporated County of Los Angeles, thus the Pico Rivera vibration threshold would not apply. As previously discussed, the County as established a vibration threshold of 0.01 inch/second at or beyond the property boundary or the source. However, the County’s vibration threshold is applicable to ongoing operational vibration impacts. Therefore, the Federal Transit Administration (FTA) vibration thresholds were utilized. The FTA has published standard vibration velocities for construction equipment operations. In general, the FTA architectural damage criterion for continuous vibrations (i.e., 0.20 inch/second) appears to be conservative. The types of construction vibration impact include human annoyance and building damage. Human annoyance occurs when construction vibration rises significantly above the threshold of human perception for extended periods of time. Building damage can be cosmetic or structural. Ordinary buildings that are not particularly fragile would not experience any cosmetic damage (e.g., plaster cracks) at distances beyond 30 feet. This distance can vary substantially depending on the soil composition and underground geological layer between vibration source and receiver. In addition, not all buildings respond similarly to vibration generated by construction equipment.
The project would utilize an impact pile driver during bridge construction. Based on FTA data, impact pile drivers generate
1.518 inch/second PPV at a distance of 25 feet. Sensitive receptors would be located further than 500 feet from proposed impact pile driver activities. However, the nearest structure (i.e., industrial use) would be locate approximately 230 feet from impact pile driver activities. At this distance, groundborne vibration generated by impact pile driver activities would be approximately 0.054 inch/second PPV. Therefore, impact pile driver vibration levels would not exceed the 0.2 inch/second PPV significance threshold for building damage and human annoyance.
The vibration produced by construction equipment utilized during the development of the warehousing/distribution building and a print shop facility are illustrated in Table 4.13-15, Typical Vibration Levels for Construction Equipment.
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Table 4.13-15
Typical Vibration Levels for Construction Equipment
Equipment
Approximate peak
particle velocity at 26
feet (inches/second)
Approximate peak particle
velocity at 25 feet
(inches/second)
Approximate peak particle
velocity at 12 feet
(inches/second)
Large bulldozer 0.084 0.089 0.268
Loaded trucks 0.072 0.076 0.229
Small bulldozer 0.003 0.003 0.009
Vibratory Roller 0.198 0.210 0.631
Jackhammer 0.033 0.035 0.105
Notes:
1. Federal Transit Administration, Transit Noise and Vibration Impact Assessment Guidelines, September 2018. Table 12-2.
2. Calculated using the following formula:
PPV equip = PPVref x (25/D)1.5
where: PPV (equip) = the peak particle velocity in in/sec of the equipment adjusted for the distance PPV (ref) = the reference vibration level in in/sec from Table 12-2 of the FTA Transit Noise and Vibration Impact Assessment Guidelines
D = the distance from the equipment to the receiver
The highest degree of groundborne vibration during the warehousing/distribution building and print shop facility construction would be generated during the paving phase due to the operation of a vibratory roller. As seen in Table 4.13- 15, vibration velocities from vibratory roller operations are approximately 0.631 inch/second peak particle velocity (PPV) at 12 feet and approximately 0.198 inch/second PPV at 26 feet from the source of activity.11 As such, structures located greater than 26 feet from vibratory roller operations would not experience groundborne vibration above the 0.2 inch/second PPV significance threshold for building damage and human annoyance.
All residential structures surrounding the project site are located more than 26 feet from vibratory roller operations with the exception of the residences located approximately 12 feet to the south of the project boundary (Assessor’s Parcel Numbers [APNs] 8130-023-017, 8130-023-012, and APN: 8130-023-011). At this distance, vibration velocities from vibratory roller operations would be approximately 0.631 inch/second PPV and would exceed the FTA significance threshold for building damage and human annoyance. Therefore, groundborne vibration generated from vibratory roller construction activities is potentially significant. Implementation of Mitigation Measure NOI-3 would ensure the use of a static (non-vibratory) roller, as an alternative to vibratory rollers, within 26 feet of the southern residences to ensure vibration levels do not exceed the 0.2 inch/second PPV significance threshold for building damage and human annoyance.
With implementation of Mitigation Measure NOI-3, impacts would be reduced to less than significant.
Operational Vibration Impacts
Operation of the project would not include or require equipment, facilities, or activities that would result in perceptible groundborne vibration. Heavy duty trucks would travel to and from the project site on surrounding roadways. According to the FTA, it is unusual for vibration from sources such as buses and trucks to be perceptible, even in locations close to major roads.12 As such, it can be reasonably inferred that the operations of the project would not create perceptible vibration impacts to the nearest sensitive receptors. A less than significant impact would occur in this regard.
Mitigation Measures:
NOI-3 Prior to issuance of a grading permit, the project applicant shall prepare a paving control plan to ensure that the paving construction phase does not result in damage to existing residential structures to the south of the project site. The paving control plan shall be subject to approval by the City of Pico Rivera City Engineer. To reduce groundborne vibration levels, the paving control plan shall stipulate that static (non11 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018. 12 Ibid.
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vibratory) rollers be used, as an alternative to vibratory rollers, within 26 feet of the southern residential structures (Assessor’s Parcel Numbers [APNs] 8130-023-017, 8130-023-012, and 8130-023-011).
Vibratory roller operations shall be prohibited within 26 feet of APNs 8130-023-017, 8130-023-012, and 8130-023-011.
c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The project site is not located within an airport land use plan and there are no public or private airports or airstrips within two miles of the project site. Thus, no impact would result in this regard.
Mitigation Measures: No mitigation is required.
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4.14 POPULATION AND HOUSING
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Induce substantial unplanned population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?
b. Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing
elsewhere?
a) Induce substantial unplanned population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?
Less Than Significant Impact. A project could induce population growth in an area, either directly (for example, by proposing new homes and/or businesses) or indirectly (for example, through extension of roads or other infrastructure).
No residential uses would be developed as part of the project. Therefore, the project would not induce direct population growth in the City through new housing development.
The proposed project would involve the construction of a warehouse and print shop facility on vacant and undeveloped land. The addition of new facilities on a previously vacant site would increase employment within the City. Thus, the project would lead to an increase in the daytime employee population within the area. This additional employment created by the proposed project has the potential to result in an indirect growth in the City’s population, since the potential exists that “future employees” (and their families) that currently reside outside of the City could choose to relocate to the City. Estimating the number of future employees who may choose to relocate to the City would be highly speculative, since many factors influence personal housing location decisions (e.g., family income levels and the cost and availability of suitable housing in the local area). Additionally, housing opportunities exist for the project’s future employees in the communities surrounding the City.
The project would generate approximately 128 employees. Based on a conservative estimate of 128 employees relocating to Pico Rivera and the City’s average household size of 3.76, project implementation would result in a population increase of approximately 481 persons.1 Based on this information, population growth associated with the project would represent only a 0.7 percent increase above the City’s estimated 2021 population of 63,157persons2 Potential population growth impacts are also assessed based on a project’s consistency with adopted plans that have addressed growth management from a local and regional standpoint. The Southern California Association of Governments (SCAG) growth forecasts estimate the City’s population to reach 69,100 persons by 2040, representing a total increase of 5,700 between 2016 and 2040.3 SCAG’s regional growth forecasts are based upon long-range development assumptions (i.e., General Plans) of the relevant jurisdiction. The project’s anticipated population increase (481 persons) would represent approximately 8.4 percent of the City’s anticipated population growth by 2040, or 0.6 percent of the City’s projected population by 2040. 1 California Department of Finance Demographic Research Unit, Report E-5 Population and Housing Estimates for Cities, Counties, and the State, January 1, 2011-2021, with 2010 Benchmark, Sacramento, California, May 1, 2021. 2 Ibid. 3 Southern California Association of Governments, 2025-2040 RTP/SCS Technical Report, Demographics and Growth Forecast, September 3, 2020.
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Although the proposed project would result in direct population growth, project would not induce substantial population growth exceeding existing local conditions (0.7 percent) or regional projections (0.5 percent). The project does not eliminate a barrier to growth, but rather complies with the City’s planned growth within the project area since it is consistent with the General Plan land use designation and Municipal Code zoning for the majority of the project site.
As such, impacts in this regard would be less than significant.
Mitigation Measures: No mitigation is required.
b) Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere?
No Impact. The project site is currently located on vacant, undeveloped land. There is no existing housing on-site.
Project implementation would not displace any existing housing or persons; thus, would not necessitate the construction of replacement housing elsewhere. No impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
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4.15 PUBLIC SERVICES
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services:
1) Fire protection?
2) Police protection?
3) Schools?
4) Parks?
5) Other public facilities?
a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services:
1) Fire protection?
Less Than Significant Impact. The Los Angeles County Fire Department (LACFD) provides fire prevention, protection, and control services to the City of Pico Rivera and the project site. There are three LACFD stations located in the City.1 The station that would serve the project site is Fire Station 40, located at 4864 South Durfee Avenue, approximately 0.55 miles southwest of the site. According to the City’s General Plan, the expected average response time for the first arriving LACFD station is four minutes for 90 percent of incidents.
The proposed project is not expected to require the construction of new or physically altered fire facilities. The proposed project would be subject to payment of development fees to the City and site plan review by both the City and LACFD.
Additionally, the overall project design will be subject to compliance with the requirements set forth in the 2016 California Fire Code (CFC), CBC and Los Angeles County Code Title 32, Fire Code. The proposed project would include features such as fire-resistant construction materials, fire alarm/sprinkler systems, hydrants, and adequate fire access for emergency vehicles. Upon payment of development fees, site plan review, and adherence to local and State regulations, impacts in this regard would be less than significant.
Mitigation Measures: No mitigation is required.
1 City of Pico Rivera, Fire Department, http://www.pico-rivera.org/residents/fire.asp, accessed September 11, 2020.
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2) Police protection?
Less Than Significant Impact. The Los Angeles County Sherriff’s Department (LACSD) provides law enforcement services to the City. The Sherriff’s Department provides one station for the City of Pico Rivera at 6631 Passons Boulevard, which is approximately 2.05 miles southwest of the project site.2 According to the General Plan, the expected average response time for LACSD is four minutes for 90 percent of incidents.
The project proposes to construct a warehouse and print shop facility on vacant land. The project would provide additional planned employment opportunities and could result in indirect population growth within the City that could result in additional demand for police protection services; however, it is not anticipated that long-term operation of the project would require new or physically altered police facilities, the construction of which could cause significant environmental impacts. The project would be subject to development fees and site plan review by the City to ensure that it meets City and LACSD safety requirements provided under Municipal Code Title 15, Buildings and Construction, including unobstructed emergency access and security lighting to minimize potential concerns regarding public safety.
Thus, impacts in this regard would be less than significant.
Mitigation Measures: No mitigation is required.
3) Schools?
Less Than Significant Impact. The area surrounding the project site is served by the El Rancho Unified School District, which includes 14 public schools and two magnet schools in the City of Pico Rivera3. Charles A Buffum Elementary, is located approximately 0.45 mile east of the project site. Additionally, Benjamin F Tucker Elementary is located approximately 0.68 mile southeast of the project site.
The project proposes to construct a warehouse and print shop facility, which could result in indirect population growth within the City. However, the project would be subject to the requirements of AB 2926 and SB 50, which allows school districts to collect development impact fees to minimize potential impacts to school districts as a result of new development. Thus, upon payment of development fees by the project applicant consistent with existing State requirements, impacts in this regard would be less than significant.
Mitigation Measures: No mitigation is required.
4) Parks?
Less Than Significant Impact. The project does not propose new or physically altered parks or recreational facilities.
According to the City of Pico Rivera Parks and Facilities Department, the City maintains eight parks and five community centers, among other recreational programs and services.4 The nearest park to the project site is Pico Park, located at 4220 Durfee Avenue, approximately 0.5 mile west of the project site. The proposed project is not expected to substantially impact the City’s existing parks or recreational facilities. Although the project could indirectly increase population growth within the project vicinity, the potential increase is not anticipated to generate substantive additional demands for parkland or other recreational facilities. Less than significant impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
2 Los Angeles County Sherriff’s Department, Pico Rivera Sherriff’s Station, https://lasd.org/pico-rivera/, accessed September 11, 2020. 3 El Rancho Unified School District, Our Schools – El Rancho Unified School District, https://www.erusd.org/apps/pages/ index.jsp?uREC_ID=1473231&type=d&pREC_ID=1625802, accessed September 11, 2020. 4 City of Pico Rivera, Parks and Facilities website, http://www.pico-rivera.org/depts/parks/facilities/default.asp, accessed September 11, 2020.
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5) Other public facilities?
Less Than Significant Impact. Other public services that could potentially be impacted by the proposed project include public libraries. Library services for the City of Pico Rivera are provided by the Pico Rivera Public Library and the Rivera Library. The closest public library to the project site is the Pico Rivera Public Library, located at 9001 Mines Avenue, approximately 1.34 miles west of the site. The proposed project is industrial in nature and would not result in impacts to public libraries. As noted above, the project would provide additional planned employment opportunities and could result in indirect population growth within the City that could result in additional demand for library services; however, it is not anticipated that long-term operation of the project would require new or physically altered library facilities, the construction of which could cause significant environmental impacts. Therefore, less than significant impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
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4.16 RECREATION
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?
b. Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?
a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?
Less Than Significant Impact. Refer to Response 4.15(a)(4). The proposed project would not result in a substantial increase in demand for parks or other recreational facilities, including the San Gabriel River Trail west of the project site and would not result in physical deterioration of these facilities. The project would lead to an increase in the daytime employee population within the area; however, as concluded in Response 4.14(a), unplanned direct and indirect population growth impacts would be less than significant. As such, less than significant impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No Impact. Refer to Response 4.15(a)(4). The project does not include recreational facilities, nor would it require the construction or expansion of existing recreational facilities. No impacts would result in this regard.
Mitigation Measures: No mitigation is required.
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4.17 TRANSPORTATION
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Conflict with a program plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities?
b. Would the project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)?
c. Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)?
d. Result in inadequate emergency access?
This section is based upon the Beverly Boulevard Warehouse VMT Assessment Memorandum (VMT Memorandum) prepared by Michael Baker, dated July 9, 2021 and the Beverly Boulevard Warehouse Traffic Operations Report (TOR) prepared by Michael Baker, dated July 9, 2021. The VMT Memorandum and the TOR are provided as part of Appendix F, Vehicle Miles Traveled Memorandum/Traffic Operations Report). a) Conflict with a program plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities?
Less Than Significant Impact. The proposed project would not result in significant impacts related to conflicts with a program, ordinance, or policy addressing the circulation system including the Los Angeles County Bicycle Master Plan, General Plan, Municipal Code regulations and standards, and Los Angeles County Congestion Management Plan.
The project would be consistent with City standards including Municipal Code Title 15, Buildings and Construction, which adopts the California Building Code standards and regulations related to access and circulation, and would be subject to review by the City’s Public Works Department during final design to ensure adherence to local requirements for internal site circulation, bridge design, secondary access, and primary access from Beverly Boulevard.
Transit service near the project site is provided by Montebello Bus Lines (MBL). Specifically, MBL provides service via Route 40 Beverly boulevard and Route 90 Express. Route 90 provides access directly to downtown Los Angeles, as well as neighboring communities. There are two Route 40 transits stops within the vicinity of the project site located at the Beverly Boulevard intersections with Abbeywood Avenue (adjoining the northwest portion of the project site) and Pioneer Boulevard (approximately 0.2-mile southeast of the project site). The closest Route 90 Express service bus stop is located at the Beverly Boulevard and Durfee Avenue intersection (approximately 0.6-mile northwest of the project site). Metro rail service does not exist in proximity to the project site. The project would not interfere or conflict with MBL transit service or stops within the site vicinity, and no impacts would occur in this regard.
The project site is located within approximately 0.05-mile of the San Gabriel River Bicycle Path to the west. The bike path is classified as a Class I - Bike Path by the Los Angeles County Department of Public Works. According to the Los Angeles County Bicycle Master Plan and the City’s General Plan, there are no dedicated bicycle routes within the project area. The project would not interfere or impact any existing bicycle routes or facilities within the project area, and the project would also include a bridge/sidewalks over the UPRR alignment for bicyclist/pedestrian connectivity
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between the project site and Beverly Boulevard, and the project would provide 22 bicycle parking spaces for employees and customers. Impacts would not occur in this regard.
As noted in Section 2.0, Project Description, sidewalk improvements would be provided for pedestrian connectivity.
The proposed sidewalk would connect to existing sidewalk along the southerly side of Beverly Boulevard, continue over the proposed bridge and around the western and southern sides of the print shop and end at the warehouse building. Impacts in regard to pedestrian mobility would not be significant.
Mitigation Measures: No mitigation is required.
b) Would the project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)? Less Than Significant Impact. The VMT Memo prepared for the project follows the CEQA guidance for determining transportation impacts in accordance with SB 743. The City has not yet established VMT analysis procedures at this time; therefore, in lieu of the City adopting and setting its own VMT metric and thresholds, this analysis is consistent with the approach provided in the Los Angeles County Public Works Transportation Impact Guidelines, dated July 23, 2020 (County Guidelines). The Governor’s Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA, December 2018 (Technical Advisory) has been used as a secondary resource.
Land use projects that meet the County Guidelines screening thresholds identified in Table 4.17-1, Screening Criteria for Land Use Projects Exempt from VMT Calculation, are assumed to result in a less than significant transportation impact under CEQA and do not require a detailed quantitative VMT assessment. The project does not meet any of the Screening Criteria for land use projects which would allow a determination of a less than significant impact on VMT, thus a project-specific VMT assessment is required.
Table 4.17-1
Screening Criteria for Land Use Projects Exempt from VMT Calculation Screening Criteria OPR Recommended Screening Criteria Project Evaluation Result
3.1.2.1 – Non-Retail
Project Trip
Generation
Screening Criteria
Does the development project generate a net
increase of 110 or more daily vehicle trips?
Project is anticipated to generate
approximately 800 daily trips.
Does Not Meet
Criteria
3.1.2.2 – Retail
Project Site Plan
Screening Criteria
Does the project contain retail uses that
exceed 50,000 square feet of gross floor
area?
The project includes industrial
(warehouse) and service (copy,
print, and express ship store)
uses.
Does Not Meet
Criteria
3.1.2.3 – Proximity to
Transit Based
Screening Criteria
Is the project located within a one-half mile
radius of a major transit stop or an existing
stop along a high-quality transit corridor?
The project is not located within a
Transit Priority Area.
Does Not Meet
Criteria
3.1.2.4 – Residential
Land Use Based
Screening Criteria
Are 100% of the units, excluding manager’s
units, set aside for lower income households?
Project does not include any
residential housing.
Does Not Meet
Criteria
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
Project Trip Generation
The number of project site trips was estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual (10th Edition). Table 4.17-2, Trip Generation Rates, provides the trip generation rates and Table 4.17-3, Project Trip Generation, shows the trip generation calculations for the proposed project.
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Table 4.17-2
Trip Generation Rates
Land Use
ITE
Land
Use
Code
Vehicle Type
Breakdown
Daily Trip
Rate
AM Peak Hour PM Peak Hour
Rate In/Out Rate In/Out
Warehouse 150
Passenger Car 69% 1.201/KSF 0.117
77% / 23%
0.131
27% / 73%
2 Axle Truck 6.8% 0.118/KSF 0.012 0.013
3 Axle Truck 5.5% 0.096/KSF 0.009 0.010
4+ Axle Truck 18.7% 0.325/KSF 0.032 0.036
Total Truck 31.0% 0.539/KSF 0.053 0.059
Total 1.74/KSF 0.170 0.190
Copy, Print,
Express
Ship Store
920 Passenger Car 100% 74.2/KSF 2.78 75% / 25% 7.42 44% / 56% Notes: KSF = 1,000 square feet, Warehousing vehicle breakdown based on ITE-South Coast Air Quality Management District’s (SCAQMD) High-Cube Warehouse Vehicle Trip Generation Analysis (October 2016).
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
Table 4.17-3
Project Trip Generation
Land Use
ITE
Land
Use
Code
Intensity Vehicle Type Breakdown Daily
Trips
AM Peak Hour PM Peak Hour
Volume In Out Volume In Out
Warehouse 150 357.903 ksf
Passenger Car 69% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 42 4 3 1 5 1 4
3 Axle Truck 5.5% 34 3 2 1 4 1 3
4+ Axle Truck 18.7% 116 11 8 3 13 4 9
Total Truck 31.0% 192 18 13 5 22 6 16
Total: 622 60 45 15 69 19 50
Copy, Print,
Express Ship
Store
920 2.5 ksf Passenger Car 100% 186 7 5 2 19 8 11
Total: 808 67 50 17 88 27 61
Notes: KSF = 1,000 square feet
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
VMT Threshold of Significance
Table 4.17-4, County Guidelines Impact Thresholds, shows the thresholds of significance per the County Guidelines.
As shown, the primary site use (industrial warehouse) is not directly addressed in the guidance. Since the County Guidelines do not provide direct guidance and City-specific thresholds have not been developed, an assumption was made regarding an appropriate and reasonable threshold for the purposes of this analysis.
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Table 4.17-4
County Guidelines Impact Thresholds
Project Type VMT Metric Threshold of Significance
Residential VMT/Capita The project’s residential VMT per capita would not be
16.8% below the existing residential VMT per capita for the Baseline Area in which the project is located.
Office VMT/Employee The project’s employment VMT per employee exceeding would not be 16.8% below the existing
employment VMT per employee for the Baseline Area
in which the project is located.
Regional Service Retail Total VMT The project would result in a net increase in existing total VMT.
Land Use Plans VMT/Service Population The plan total VMT per service population (residents and employees) would not be 16.8% below the existing
VMT per service population for the Baseline Area in
which the plan is located.
Other Land Use Types Varies based on land use type Contact Public Works to determine which of the above area an appropriate threshold of significance to be
utilized.
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
The VMT metric is based on the two uses planned for the site. The warehouse component of the project would be a combination of employee trips and truck trips. Per the Technical Advisory, trucks are excluded from the assessment and thus only employees are considered under the warehouse evaluation. The County Guidelines do not specify a metric for warehouse, and as summarized in Table 4.17-4, other project types metrics are at the discretion of the local agency. The copy, print, express ship store component of the project would be a combination of employee trips and patron trips. Given the mix of employee and patron trips anticipated for this site and since the County Guidelines state that the local agency may select the appropriate metric for use in the analysis, VMT per service population was considered for the overall project VMT metric in this analysis.
Service population is defined as the total employees for the site and the total patrons to the facility (per day). Table
4.17-5, Baseline Impact Criteria, shows the impact thresholds as provided in the County Guidelines. The project falls within the South County area. The impact metric for the South County Area for the Project is 16.8% below the Baseline, or 25.9 VMT/Service Population.
Table 4.17-5
Baseline Impact Criteria
Baseline VMT for North and South County
Baseline Area Residential VMT per
Capita
Employment VMT per
Employee
Total VMT per Service
Population
North County 22.3 19.0 43.1
South County 12.7 18.4 31.1
VMT Impact Criteria (16.8% Below Area Baseline)
Baseline Area Residential VMT per
Capita
Employment VMT per
Employee
Total VMT per Service
Population
North County 18.6 15.8 35.9
South County 10.6 15.3 25.9
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.17-5 Transportation
Project Level VMT Analysis
The VMT Memorandum included project specific travel demand modeling evaluation using the Southern California Association of Governments (SCAG) regional Travel Demand Model (TDM). The model was provided to the City by SCAG for use on this Project in August 2020. The 2016 SCAG RTP model with 2020 Socio-Economic Data (SED) was used for the evaluation of project and background VMT.
This analysis uses the SCAG Regional Travel Demand Model (TDM) toto conduct project-specific travel demand modeling. The 2016 SCAG RTP model with 2020 Socio-Economic Data (SED) was used for the evaluation of project and background VMT.
Based on the VMT Memorandum, employee forecasts for the warehouse were based on the ratio of trips generated based on area versus trips generated per employee and employee forecasts for the copy, print, express ship store were an assumption based on experience with operations of similar uses. A total of 128 employees are estimated for the project as a whole, as summarized in Table 4.17-6, Employee Estimates. Additionally, the number of copy, print, express ship store patrons were estimated by removing the employee trips from the total trip generation and assuming two trips per patron (one trip to the facility and one leaving the facility), as shown in Table 4.17-7, Print Shop Patron Estimate.
Table 4.17-6
Employee Estimates
Table 4.17-7
Print Shop Patron Estimate
Category Value
Number of Employees 5
Assumed Daily Trips Per Employee 3
Estimated Number of Employee Trips 15
Estimated Daily Trips (Trip Generation Analysis*) 186
Patron Trips** 171
Assumed Daily Trips Per Patron 2
Number of Patrons*** 86
Notes:
* Daily trip estimate (2.5 ksf * 74.2 trips/ksf = 186 trips/ksf) ** Patron Trips = 186 total trips – 15 employee trips
*** Number of Patrons = 171 patron trips / 2 trips per patron = 86 patrons Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
Land Use
Thousand
Square Feet
(KSF)
ITE Land Use
Code Trips Per KSF* Trips Per Employee**
Total Number of
Employees
Warehousing 357.903 150 1.74 5.05 123
Print Shop 2.500 920 -- -- 5***
TOTAL 128
Notes:
* Per ITE Trip Generation Manual, 10th Edition.
** Per ITE Trip Generation Manual, 10th Edition (warehouse). *** Assumption based on anticipated use.
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.17-6 Transportation
The VMT travel demand model calculation results are shown in Table 4.17-8, Project VMT Summary. As stated previously, the impact threshold is assumed to be based on service population. The project is estimated to generate a daily total (Production-Attraction, PA) VMT of 4,207. The resulting VMT/Service Population is 19.66 (4,207 VMT / 214 service population).1 A comparison of the Project VMT/Service Population (19.66 VMT/Service Population) to the Citywide VMT/Service Population (27.21 VMT/Service Population) shows that the Project VMT/Service Population is anticipated to be 72.25 percent of the City VMT/Service Population. Since the project is 15 percent below the Citywide VMT/Service Population threshold, the project is not anticipated to result in a significant transportation impact under SB 743.
Table 4.17-8
Project VMT Summary
Description Year 2020
South County Baseline Year 2020 Project
Total Population -- --
Total Employment -- 128
Patrons -- 86
Total Service Population -- 214
Daily Total PA VMT -- 4,207
VMT/Service Population 25.9 19.66 (75.9% of the
Baseline)
Is Project above or below Impact Threshold? Below
Transportation Impact? NO
Note: Impact Threshold of 16.8% below the South County Baseline (31.1 VMT/Service Population) equals 25.9 VMT/Service Population.
Source: Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, July 9, 2021; refer to Appendix F. c) Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? No Impact. The project does not propose changes to the City’s circulation system, such as sharp curves or dangerous intersections, and would not introduce incompatible uses to area roadways (e.g., farm equipment). Rather, the project proposes alterations to existing entrances and driveways that would improve circulation within the area. The project proposes to construct a vehicular/bicycle/pedestrian bridge that would span over the UPRR to provide connectivity between Beverly Boulevard and the project site. The project would utilize the existing SCE driveway and entrance along Beverly Boulevard as the primary access point to the bridge and project site. The project access point would be designed to accommodate motor vehicles and be compatible with the City’s existing circulation system. Additionally, the existing access point to the project site at Eduardo Avenue would be maintained as a secondary site access location. The existing gate would also be maintained and off-site improvements are not anticipated. As discussed in Section 2.0, Project Description, inbound traffic would enter the site from Beverly Boulevard via a new yield protected, eastbound right-turn lane and an existing unprotected, westbound left-turn pocket, which would be restriped to accommodate 150 feet of queuing. As such, the project would not increase hazards due to a geometric design feature or incompatible use and no impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
d) Result in inadequate emergency access?
Less Than Significant Impact. As detailed above in Response 4.17(c), the project would include two access points for the project, one of which would have limited use as a secondary emergency access (Eduardo Avenue). The 1 The 128 employees and 86 print shop patrons make up the total 214 service population.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.17-7 Transportation
proposed access and circulation improvements would meet fire and other emergency access requirements as the City will conduct a Site Plan Review prior to issuing any permits per City standards.
The proposed project would require improvements along Beverly Boulevard, which may result in temporary impacts to circulation that could impede emergency access. Inbound vehicular traffic would enter the site from Beverly Boulevard via a new yield protected, eastbound right-turn lane and an existing unprotected, westbound left-turn pocket. The leftturn pocket along westbound Beverly Boulevard would be restriped to accommodate 150 feet of queuing. Project construction activities could result in short-term temporary impacts to street traffic along Beverly Boulevard. To address this temporary issue, Mitigation Measure TR-1 would be implemented. Mitigation Measure TR-1 would require implementation of a Transportation Management Plan (TMP), which would include various provisions to ensure continuous and adequate emergency access during the construction process. The TMP could include measures such as construction signage, pedestrian protection, limitations on timing for lane closures to avoid peak hours, temporary striping plans, construction vehicle routing plans, and the need for a construction flag person to direct traffic during heavy equipment use. With implementation of Mitigation Measure TR-1, the impact would be less than significant.
Mitigation Measures:
TR-1 Prior to the initiation of construction, the City of Pico Rivera shall ensure that a Traffic Management Plan (TMP) has been prepared for the proposed project and incorporated into the final project plans, specifications, and estimates (PS&E). The TMP shall include measures to minimize the potential safety impact during the short-term construction process, when partial lane closures may be required. It shall include, but not be limited to, measures such as construction signage, pedestrian protection, limitations on timing for lane closures to avoid peak hours, temporary striping plans, construction vehicle routing plans, and the need for a construction flag person to direct traffic during heavy equipment use. The TMP shall be incorporated into project specifications for verification prior to final plan approval.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.18-1 Tribal Cultural Resources
4.18 TRIBAL CULTURAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site,
feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
1) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of
historical resources as defined in Public Resources
Code section 5020.1(k), or
2) A resource determined by the lead agency, in its
discretion and supported by substantial evidence, to
be significant pursuant to criteria set forth in
subdivision (c) of Public Resources Code Section
5024.1. In applying the criteria set forth in
subdivision (c) of Public Resource Code Section
5024.1, the lead agency shall consider the
significance of the resource to a California Native
American tribe.
The analysis of cultural resources is partially based upon the Cultural and Paleontological Resources Assessment Report for the Pico Rivera Industrial Project, City of Pico Rivera, Los Angeles County, California (Cultural Assessment), prepared by Cogstone (dated August 2020); refer to Appendix C, Cultural Assessment.
As of July 1, 2015, California Assembly Bill 52 (AB 52) was enacted and expanded CEQA by establishing a formal consultation process for California tribes within the CEQA process. The bill specifies that any project may affect or cause a substantial adverse change in the significance of a tribal cultural resource would require a lead agency to “begin consultation with a California Native American tribe that is traditional and culturally affiliated with the geographic area of the proposed project.” Section 21074 of AB 52 also defines a new category of resources under CEQA called tribal cultural resources. Tribal cultural resources are defined as “sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe” and is either listed on or eligible for the California Register of Historical Resources or a local historic register, or if the lead agency chooses to treat the resource as a tribal cultural resource.
Signed into law in 2004, Senate Bill 18 (SB 18) requires that cities and counties notify and consult with California Native American Tribes about proposed local land use planning decisions for the purpose of protecting traditional tribal cultural sites. Cities and counties must provide general and specific plan amendment proposals to California Native American Tribes that have been identified by the Native American Heritage Commission as having traditional lands located within the city’s boundaries. If requested by the Native American Tribes, the city must also conduct consultations with the tribes prior to adopting or amending their general and specific plans.
As required under AB 52 and SB 18, the City of Pico Rivera distributed letters to tribes, based on a tribal consultation list provided by the Native American Heritage Commission (NAHC) dated July 1, 2020. The letters provided a description of the project, and notified each tribe of the opportunity to consult with the City regarding the proposed
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.18-2 Tribal Cultural Resources
project. As of the conclusion of the 90-day tribal response period under SB18, no tribal responses have been received by the City.
a) Would the project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is:
1) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k), or Less Than Significant Impact. Refer to Response 4.5(a). Based on the Cultural Assessment prepared for the project, two historic built environment resources were encountered during the field survey: a drainage ditch and a railroad segment associated with the previously documented UPRR (P-19-186112). However, the drainage ditch and railroad segment were determined not eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k) that would be affected by the project.
Thus, impacts to historic resources would be less than significant in this regard.
Mitigation Measures: No mitigation is required.
2) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe.
Less Than Significant Impact With Mitigation Incorporated. As noted above, the City solicited consultation with potentially affected Native American tribes regarding the proposed project in accordance with AB 52 and SB 18. No tribes responded to the City’s solicitation for consultation. Based on the literary records search and the intensive field survey conducted for the Cultural Assessment, no archaeological resources were identified in the area of potential effect (APE). Based on the results of the field survey and records search, 17 cultural resources occur within a one-mile radius from the designated APE. The cultural resources include one archaeological site and 16 historic built environment resources. The records search identified a total of 39 previous studies that were completed within a onemile radius, and four previous studies that included a portion of the APE.
No cultural resources are known to occur or were observed on-site. However, given the proximity of the project site to resources identified within the archaeological records search, the Cultural Assessment concluded that the APE has a moderate sensitivity for prehistoric cultural resources. As such, Mitigation Measure CUL-1 is recommended which would require archaeological and Native American monitoring to minimize impacts related to the potential discovery of previously unknown archaeological/tribal cultural resources. In the event that archaeological/tribal cultural resources are encountered during earth disturbing activities, all work would be required to be halted in the vicinity of the find (a minimum of a 50-foot radius) until the resources can be properly evaluated by a qualified archaeologist. If warranted, and in consultation with the Native American monitor, the archaeologist would have the authority to temporarily divert, redirect, or halt the ground disturbance activities to allow identification, evaluation, and potential recovery of cultural resources. In the event Native American resources are discovered, the City shall consult with the Native American monitor and affected tribe(s). Upon implementation of this mitigation measure, potential impacts to unknown tribal cultural resources that may underlie the project site would be reduced to less than significant levels.
Mitigation Measures: Refer to Mitigation Measure CUL-1 within Section 4.5, Cultural Resources.
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4.19 UTILITIES AND SERVICE SYSTEMS
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Require or result in the relocation or construction of new or expanded water, or wastewater treatment or storm water
drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects?
b. Have sufficient water supplies available to serve the project and reasonably foreseeable future development during
normal, dry and multiple dry years?
c. Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments?
d. Generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals?
e. Comply with Federal, State, and local management and reduction statutes and regulations related to solid waste? a) Require or result in the relocation or construction of new or expanded water, or wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? Less Than Significant Impact.
Water
The project site and its surrounding area are served by the City of Pico Rivera Water Authority (PRWA), one of two water purveyors for the City. The other supplier is the Pico Water District (PWD). According to the City of Pico Rivera Water Authority 2015 Urban Water Management Plan (UWMP), PRWA’s primary source of potable water supply has been groundwater extracted from the Central Basin Municipal Water District’s (CMBWD) groundwater aquifer; which is comprised of a number of sources: 1) natural recharge from precipitation and runoff from regional/local watersheds; 2) artificial recharge supplied through purchased imported water; and 3) treated effluent from regional wastewater treatment facilities. Based on the UWMP, groundwater supplies have been generally sufficient to meet the area’s water demands.
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Based on the UWMP, the City’s projected water demand is currently 5,365 acre-feet per year (AFY). 1 The UWMP projects
that water demand in 2035 would increase to 5,412 AFY. The UWMP includes an analysis of water supply reliability projected through 2035. Based on the analysis, the City would be capable of providing adequate water supply to its service area under a normal supply and demand scenario, single dry-year supply and demand scenario, and multiple dryyear supply and demand scenario through 2035. Thus, the PRWA UWMP accounts for increased demand as growth within the City occurs. In addition, the project is consistent with the City’s planned growth within the project area.
The proposed project would entail the construction and development of a warehouse and print shop facility on vacant land, thus, resulting in construction of new pipelines and utilities to accommodate the new development and increased water demand on-site. The proposed project would install a domestic water pipeline, water service laterals, and an irrigation service line, each with associated meter and back flow preventor (BFP), to connect to the City’s existing water infrastructure. Payment of standard water connection and user fees to PRWA would ensure that potential impacts to existing water facilities are adequately offset. It is not anticipated that project implementation would require construction of new or expanded water facilities that could result in substantial environmental impacts. A less than significant impact would occur in this regard.
Wastewater
The Los Angeles County Sanitation District (LACSD) oversees treatment facilities that serve the City of Pico Rivera.2 Wastewater generated by the proposed project would be treated at the Los Coyotes Water Reclamation Plant (WRP).
WRP is located in the City of Cerritos, and provides primary, secondary, and tertiary treatment at a capacity of 37.5 million gallons of wastewater per day (mgd).
3 As mentioned above, the project would entail the construction and development of a new warehouse and print shop facility on vacant land requiring new pipelines and utilities to accommodate the proposed new development. Given the remaining capacity of 37.4 mgd available at the WRP, 4 and an estimated increase of average water waste flow from the project site of approximately 9,0973 gallons per day (gpd), sufficient capacity exists to serve the project. New wastewater treatment facilities or expansion of existing facilities would not be necessary. Notwithstanding, the project would be required to pay standard wastewater connection fees and ongoing user fees to LACSD to ensure that sufficient wastewater treatment capacity is available. Based on payment of fees and existing LACSD treatment capacity, it is not anticipated that project implementation would require construction of new or the expansion of existing wastewater facilities that would result in a substantial environmental impact. Less than significant impacts would occur in this regard.
Stormwater
Stormwater and non-stormwater runoff generated within City limits is transported through the MS4, and then discharged, untreated, into local waterbodies such as the San Gabriel River. Existing stormwater facilities on-site include a concrete-lined drainage ditch that traverses the site in an east to west direction and a drainage culvert located at the north-eastern side of project site. The project would require removal of the existing concrete-lined drainage ditch and implementation of water quality features sized to meet the project’s design capture volume in accordance with the City’s MS4 permit requirement; refer to Section 4.10, Hydrology and Water Quality. Therefore, it is not anticipated that project implementation would require construction of new or expanded stormwater facilities that could result in substantial environmental impacts. As discussed in Section 4.10, compliance with relevant laws, ordinances, and regulations would ensure the project’s impacts associated with the proposed storm drain improvements are less than significant.
1 City of Pico Rivera, Pico Rivera Water Authority 2015 Urban Water Management Plan, June 2016. 2 City of Pico Rivera, Utilities Division. http://www.pico-rivera.org/depts/pw/utilities.asp. Accessed October 1, 2020. 3 Los Angeles County Reclamation Plant, Los Coyotes Water Reclamation Plant. https://www.lacsd.org/services/ wastewatersewage/facilities_information/wwfacilities/wwtreatmentplant/loscoyoteswrp.asp Accessed September 16,2020. 4 Los Angeles County Sanitation District. Table 1: Loadings for Each Class of Land Use. https://www.lacsd.org/civicax/ filebank/blobdload.aspx?blobid=3531. Accessed October 6, 2020.
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Dry Utilities
The General Plan indicates that So Cal Gas and SCE are responsible for the provision of natural gas and electric services within the City, respectively. The project would involve constructing new private on-site dry utility lines to serve the proposed warehousing and print shop uses. Payment of standard utility connection fees and ongoing user fees to So Cal Gas and SCE would be required to ensure these utility services would be able to accommodate the proposed development. Construction of the project’s dry utilities would be subject to compliance with all applicable building and construction requirements identified within Title 15 of the City’s Municipal Code (Buildings and Construction). As such, project impacts would be less than significant in this regard.
Mitigation Measures: No mitigation is required.
b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry, and multiple dry years? Less Than Significant Impact. Refer to Response 4.19(a). Based on the UWMP, the City would be capable of providing adequate water supply to its service area under a normal supply and demand scenario, single dry-year supply and demand scenario, and multiple dry-year supply and demand scenario through 2035. The UWMP projections are based upon growth and buildout as provided within the City’s General Plan, and the proposed project is consistent with the site’s land use designation of General Industrial. Payment of standard water connection fees and ongoing user fees to PRWA would ensure that the project’s impacts on water demand are adequately offset. Further, the project would be required to comply with water efficiency standards in the 2019 California Building Energy Efficiency Standards and CALGreen. As such, impacts in this regard would be less than significant.
Mitigation Measures: No mitigation is required.
c) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments?
Less Than Significant Impact. As discussed in Response 4.19(a), project implementation would result in an increase in wastewater generation compared to existing conditions. However, the project is not anticipated to be a substantial source of wastewater. The WRP has adequate capacity to serve the project’s projected demand for wastewater treatment. Therefore, the project’s impacts would be less than significant.
Mitigation Measures: No mitigation is required.
d) Generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? Less Than Significant Impact. Nasa Services collects all solid waste generated in the City.5 In 2018, a total of 59,365 tons of solid waste were disposed in the 13 permitted landfills serving the City.6 Among the sites, Olinda Alpha Landfill, El Sobrante Landfill, Azusa Land Reclamation, and the Frank R. Bowerman Sanitary Landfill, admitted the majority of the City’s waste.7
5 City of Pico Rivera, Trash and Sweeper Services. http://www.pico-rivera.org/depts/pw/sweeper.asp. Accessed 10/01/2020. 6 CalRecycle, Jurisdiction Disposal and Alternative Daily Cover (ADC) Tons by Facility, https://www2.calrecycle.ca.gov/ LGCentral/DisposalReporting/Destination/DisposalByFacility, accessed September 21, 2020. 7 CalRecycle, Transported Solid Waste, https://www2.calrecycle.ca.gov/LGCentral/DisposalReporting/Statewide/TransportedSolid Waste, accessed September 21 ,2020.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.19-4 Utilities and Service Systems
Construction
All construction activities would be subject to conformance with relevant Federal, State, and local requirements related to solid waste disposal. Specifically, the project would be required to demonstrate compliance with the California Integrated Waste Management Act of 1989 (AB 939), which requires all California cities to “reduce, recycle, and reuse solid waste generated in the State to the maximum extent feasible.” AB 939 requires that at least 50 percent of waste produced is recycled, reduced, or composted. Local jurisdictions, including the City of Pico Rivera, are monitored by the State (CalRecycle) to verify if waste disposal rates set by CalRecycle are being met that comply with the intent of AB939. As of the latest data available (2018), the City has met the target rates set by CalRecycle.8 The project would also be required to demonstrate compliance with CALGreen, which includes design and construction measures that act to reduce construction-related waste though material conservation measures and other constructionrelated efficiency measures. Compliance would be verified by the City through review of project plans and specifications. Compliance with these programs would ensure the project’s construction-related solid waste impacts are less than significant.
Operation
Based on the project’s air quality and GHG modeling, project operations are expected to generate approximately 327 tons of waste per year, or approximately 0.9 tons per day (tpd); refer to Appendix A, Air Quality/Greenhouse Gas/Energy Data. This represents less than one percent of the daily permitted throughput capacities identified in Table
4.19-1, Landfills Serving the City, below. As such, the project is not anticipated to generate solid waste in excess of State or local standards (such as waste disposal targets established under AB 939), or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals. Impacts would be less than significant in this regard.
Table 4.19-1
Landfills Serving the City
Landfill/Location
Amount
Disposed by
City in 2018
(tons/day)
Maximum
Daily
Throughput
(tons per day)
Remaining
Capacity
(cubic yards)
Anticipated
Closure Date
Olinda Alpha Landfill
1942 North Valencia Avenue, Brea, CA 92823 44,011 8,000 148,800,000 12/31/2021 El Sobrante Landfill
10910 Dawson Canyon Road Corona, CA 91719 2,906 16,054 143,977,170 01/01/2051 Azusa Land Reclamation
1211 West Gladstone Street, Azusa, CA 91702 1,265 8,000 51,512,201 01/01/2045 Frank R. Bowerman Sanitary Landfill
11002 Bee Canyon Access Road Irvine, CA 92618 10290 11,500 205,000,000 12/31/2053 Notes: Antelope Valley Public Landfill, Chiquita Canyon Sanitary Landfill, Clean Harbors Buttonwillow LLC, Commerce Refuse-To-Energy Facility, Lancaster Landfill and Recycling Center, Mid-Valley Sanitary Landfill, Prima Deshecha Landfill, Simi Valley Landfill & Recycling Center, and Southeast Resource Recovery Facility are excluded from Table 4.19-1 as these facilities accepted less than one percent of the City’s solid waste in 2018 (the last available reporting year).
Source: CalRecycle, SWIS Facility/Site Search. https://www2.calrecycle.ca.gov/SolidWaste/Site/Search. accessed September 21, 2020.
Mitigation Measures: No mitigation is required.
8 https://www2.calrecycle.ca.gov/LGCentral/DiversionProgram/JurisdictionDiversionPost2006.
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Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.19-5 Utilities and Service Systems
e) Comply with Federal, State, and local management and reduction statutes and regulations related to solid waste?
Less Than Significant Impact. Refer to Response 4.19(d), above. The proposed project would comply with all Federal, State, and local statutes (including AB 939) and regulations related to solid waste management and reduction during construction and operations. Less than significant impacts would occur in this regard.
Mitigation Measures: No mitigation is required.
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4.20 WILDFIRE
If located in or near State responsibility areas or lands classified as very high fire hazard severity zones, would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Substantially impair an adopted emergency response plan or emergency evacuation plan?
b. Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire?
c. Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment?
d. Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes?
a) Substantially impair an adopted emergency response plan or emergency evacuation plan? No Impact. According to the California Department of Forestry and Fire Protection’s Los Angeles County Fire Hazard Severity Zones in SRA Map, the City of Pico Rivera is not located in or near a State Responsibility Area nor is the City designated as a very high fire hazard severity zone.
1 No impact would occur in this regard.
Mitigation Measures: No mitigation is required.
b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? No Impact. Refer to Response 4.20(a).
Mitigation Measures: No mitigation is required.
c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? No Impact. Refer to Response 4.20(a).
Mitigation Measures: No mitigation is required.
1 California Department of Forestry and Fire Protection, Los Angeles County Fire Hazard Severity Zones in SRA Map, updated May 15, 2018.
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d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? No Impact. As noted in Response 4.20(a), the project is not located within a State Responsibility Area or very high fire hazard severity zone. Given the low fire risk and high developed nature of the project site and surrounding area, the risk of post-fire flooding, runoff, slope instability, and drainage changes is considered low. Refer to Section 4.10, Hydrology and Water Quality, for an analysis of impacts related stormwater drainage and runoff.
Mitigation Measures: No mitigation is required.
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.21-1 Mandatory Findings of Significance
4.21 MANDATORY FINDINGS OF SIGNIFICANCE
Would the project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or
prehistory?
b. Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are
considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?
c. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below selfsustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?
Less Than Significant Impact With Mitigation Incorporated. As discussed in Section 4.4, Biological Resources, no special-status plant species or vegetation communities are expected to occur on-site and the project site has a low potential to support the following special-status wildlife: Cooper’s hawk (Accipiter cooperii), coastal whiptail (Aspidoscelis tigris stejnegeri), burrowing owl (Athene cunicularia), yellow-breasted chat (Icteria virens), coast horned lizard (Phrynosoma blainvillii), coastal California gnatcatcher (Polioptila californica californica), and least Bell’s vireo (Vireo bellii pusillus). All remaining special-status wildlife species are not expected to occur within the project site. As such, project implementation is not anticipated to result in a substantial impact, either directly or through habitat modifications, on any sensitive species. Since the proposed project may result in the removal of on-site ornamental vegetation and trees, the proposed project could result in potential impacts to nesting birds protected by the MBTA.
Mitigation Measure BIO-1 has been included in order to minimize potential impacts to nesting birds in the event any mature trees are affected during the avian nesting season.
As described within Sections 4.5, Cultural Resources, and Section 4.18, Tribal Cultural Resources, there are two historic built environment resources located within the project site: a drainage ditch and a railroad segment associated with the previously documented UPRR (P-19-186112). However, neither resource is considered an historical resource under CEQA. Additionally, no archaeological resources are known to occur onsite. Should an unexpected resource be uncovered during the grading and excavation process, implementation of Mitigation Measure CUL-1 would reduce potential impacts to unknown cultural resources. Thus, impacts in this regard would be less than significant.
As discussed within Section 4.7, Geology and Soils, no previous fossil localities have been recorded within the project site, and no paleontological resources were observed during the field analysis conducted for the project. More than eight feet below the modern surface, middle to late Pleistocene older alluvium sediments, which are assigned a
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.21-2 Mandatory Findings of Significance moderate potential for fossils due to similar deposits producing fossils at that depth near the project site occur. As such, Mitigation Measure GEO-2 shall require paleontological monitoring during excavations that are more than eight feet below the ground surface into native sediments. With Mitigation Measure GEO-2 implemented, impacts in this regard would be less than significant.
b) Does the project have impacts that are individually limited, but cumulatively considerable? (“Cumulatively considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?
Less Than Significant Impact With Mitigation Incorporated. The project site is currently undeveloped and vacant.
The project is not anticipated to result in substantial population growth within the area, either directly or indirectly.
Although the project may incrementally affect other resources that were determined to be less than significant, the project’s contribution to these effects is not considered “cumulatively considerable,” in consideration of the relatively nominal impacts of the project and mitigation measures provided. As noted in Section 4.13, a total of 12 related cumulative projects were identified within the project vicinity, within the jurisdictions of Pico Rivera, Whittier, and Montebello; refer to Table 7-6, Cumulative Projects, of the Traffic Operations Report provided in Appendix F, Vehicle Miles Traveled Memorandum/Traffic Operations Report of this Initial Study. The cumulative projects consist of 12 residential, industrial, commercial, retail, and recreational uses. Implementation of mitigation measures at the projectlevel would reduce the potential for the incremental effects of the proposed project to be considerable when viewed in connection with the effects of these identified related cumulative projects. As such, impacts in this regard would be less than significant.
c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
Less Than Significant Impact With Mitigation Incorporated. Previous sections of this Initial Study reviewed the proposed project’s potential impacts related to aesthetics, air quality, geology and soils, GHG, hydrology/water quality, noise, hazards and hazardous materials, and other issues. As concluded in these previous discussions, the proposed project would result in less than significant environmental impacts with implementation of the recommended mitigation measures. Therefore, the proposed project would not result in environmental impacts that would cause substantial adverse effects on human beings.
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.22-1 References
4.22 REFERENCES
The following references were utilized during preparation of this Initial Study. These documents are available for review at the City of Pico Rivera Community and Economic Development Department, located at 6615 Passons Boulevard, Pico Rivera, California 90660, and on the associated website as indicated below, if applicable.
1. California Air Resources Board, California Greenhouse Gas Emissions for 2000 to 2017, https://ww3.arb.ca.gov/cc/inventory /pubs/reports/2000_2017/ghg_inventory_trends_00-17.pdf, accessed September 30, 2020.
2. California Air Resources Board, EMFAC 2017 Web Database, https://www.arb.ca.gov/emfac/2017/, accessed October 1, 2020.
3. California Air Resources Board, 2017 Scoping Plan, November 2017.
4. California Department of Conservation, Update of Mineral Land Classification for Portland Cement ConcreteGrade Aggregate in the San Gabriel Valley Production-Consumption Region, Los Angeles County, California, 2010.
5. California Department of Finance Demographic Research Unit, Report E-5 Population and Housing Estimates for Cities, Counties, and the State, January 1, 2011-2021, with 2010 Benchmark, Sacramento, California, May 1, 2021.
6. California Department of Fish and Wildlife, California Regional Conservation Plans Map, April 2019.
7. California Department of Forestry and Fire Protection, Los Angeles County Fire Hazard Severity Zones in SRA Map, updated May 15, 2018.
8. California Department of Transportation, Scenic Highways, https://dot.ca.gov/programs/design/laplandscape-architecture-and-community-livability/lap-liv-i-scenic-highways, accessed July 22, 2020.
9. California Energy Commission, California Energy Demand 2018-2030 Revised Forecast, February 2018.
10. California Energy Commission, Electricity Consumption by County, http://www.ecdms. energy.ca.gov/elecbycounty.aspx, accessed October 5, 2020.
11. California Energy Commission, 2019 Building Energy Efficiency Standards, dated March 2018.
12. California Energy Commission, 2019 Integrated Energy Policy Report, February 20, 2020, https://efiling.energy.ca.gov/ GetDocument.aspx?tn=232922&DocumentContentId=65363, accessed October 8, 2020.
13. California Environmental Protection Agency, Cortese List Data Resources, https://calepa.ca.gov/SiteCleanup/CorteseList/, accessed on September 4, 2020.
14. California Geologic Survey, CGS Information Warehouse: Tsunami, available at https://maps.conservation.ca.gov/cgs/ informationwarehouse/tsunami/, accessed on September 11, 2020.
15. California Waterboards, Los Angeles – R4. Revised March 2020. Water Quality Control Plan: Los Angeles Region Basin Plan for the Coastal Watersheds of Los Angeles and Ventura Counties. Available at:
https://www.waterboards.ca.gov/losangeles/water_issues/ programs/basin_plan/. Accessed on September 10, 2020.
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.22-2 References
16. CalRecycle, Jurisdiction Disposal and Alternative Daily Cover (ADC) Tons by Facility, https://www2.calrecycle.ca.gov/ LGCentral/DisposalReporting/Destination/DisposalByFacility, accessed September 21, 2020.
17. CalRecycle. Jurisdiction Diversion/Disposal Rate Summary. https://www2.calrecycle.ca.gov/LGCentral/DiversionProgram/JurisdictionDiversionPost2006, accessed September 21, 2020.
18. :CalRecycle, SWIS Facility/Site Search. https://www2.calrecycle.ca.gov/SolidWaste/Site/Search. accessed September 21, 2020.
19. City of Pico Rivera, Fire Department, http://www.pico-rivera.org/residents/fire.asp, accessed September 11, 2020.
20. City of Pico Rivera, Multi-Jurisdictional Hazard Mitigation Plan Update, City of Pico Rivera Disaster Route Map, dated June 28, 2008.
21. City of Pico Rivera, Parks and Facilities website, http://www.pico-rivera.org/depts/parks/facilities/default.asp, accessed September 11, 2020.
22. City of Pico Rivera, Pico Rivera Water Authority 2015 Urban Water Management Plan, June 2016.
23. City of Pico Rivera, Trash and Sweeper Services. http://www.pico-rivera.org/depts/pw/sweeper.asp.
Accessed 10/01/2020.
24. City of Pico Rivera, Utilities Division. http://www.pico-rivera.org/depts/pw/utilities.asp. Accessed October 1, 2020.
25. City of Whittier, General Plan Noise Element, August 1993.
26. Cogstone, Cultural and Paleontological Resources Assessment Report for the Pico Rivera Industrial Project, City of Pico Rivera, Los Angeles County, California, August 2020.
27. Edison International, Sustainability Report 2019,
https://www.edison.com/content/dam/eix/documents/sustainability/eix-2019-sustainability-report.pdf, accessed October 8, 2020
28. El Rancho Unified School District, Our Schools – El Rancho Unified School District, https://www.erusd.org/apps/pages/ index.jsp?uREC_ID=1473231&type=d&pREC_ID=1625802, accessed September 11, 2020.
29. Federal Emergency Management Agency, Flood Insurance Rate Map #06037C1664F and 06037C1803F, revised September 26, 2008.
30. Federal Highway Administration, Roadway Construction Noise Model (FHWA-HEP-05-054), January 2006.
31. Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, September 2018.
32. Kariel, H. G., Noise in Rural Recreational Environments, Canadian Acoustics 19(5), 3-10, 1991.
33. Los Angeles County Reclamation Plant, Los Coyotes Water Reclamation Plant. https://www.lacsd.org/services/
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.22-3 References
wastewatersewage/facilities_information/wwfacilities/wwtreatmentplant/loscoyoteswrp.asp Accessed September 16,2020.
34. Los Angeles County Sanitation District. Table 1: Loadings for Each Class of Land Use. https://www.lacsd.org/civicax/ filebank/blobdload.aspx?blobid=3531. Accessed October 6, 2020.
35. Los Angeles County Sherriff’s Department, Pico Rivera Sherriff’s Station, https://lasd.org/pico-rivera/, accessed September 11, 2020.
36. Michael Baker International, Biological Resources Assessment of the Pico Rivera Office Building Project, June 12, 2020.
37. Michael Baker International, Beverly Boulevard Warehouse Project Traffic Operations Report, November 2020.
38. Michael Baker International, Beverly Boulevard Warehouse VMT Assessment Memorandum, November 2020.
39. Michael Baker International, Cultural and Paleontological Resources Assessment for the Pico Rivera Industrial Project, City of Pico Rivera, Los Angeles County, California, August 2020.
40. Michael Baker International, Delineation of Jurisdictional Waters for the Pico Rivera Office Building Project, June 13, 2020.
41. Roux Associates, Phase I Environmental Site Assessment, Beverly Boulevard, Pico Rivera, California, June 29, 2020.
42. Scripps Institution of Oceanography, Carbon Dioxide Concentration at Mauna Loa Observatory, https://scripps.ucsd.edu/ programs/keelingcurve/, accessed September 30, 2020.
43. South Coast Air Quality Management District, AB2588 and Rule 1402 Supplemental Guidelines – page 16, July 2018.
44. South Coast Air Quality Management District, CEQA Air Quality Handbook, November 1993.
45. South Coast Air Quality Management District, SCAQMD Meteorological Data for AERMOD, http://www.aqmd.gov/home/air-quality/air-quality-data-studies/meteorological-data/data-for-aermod, accessed October 1, 2020.
46. South Coast Air Quality Management District, South Coast AQMD Air Quality Significance Thresholds, revised April 2019, http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality-significancethresholds.pdf, accessed September 30, 2020.
47. Southern California Association of Governments, 2025-2040 Regional Transportation Plan/Sustainable Communities Strategy – Connect SoCal, September 3, 2020.
48. Southern California Geotechnical, Geotechnical Investigation Proposed Commercial/Industrial Development, June 4, 2020.
49. United States Environmental Protection Agency¸ Carbon Monoxide Emissions, https://cfpub.epa.gov/roe/indicator_pdf.cfm?i=10, accessed by September 8, 2020.
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.22-4 References
50. U.S. Department of Transportation, Highway Traffic Noise Analysis and Abatement Policy and Guidance, updated August 24, 2017,
https://www.fhwa.dot.gov/environMent/noise/regulations_and_guidance/polguide/polguide02.cfm, accessed on October 7, 2020.
51. U.S. Environmental Protection Agency, User’s Guide for the AERMOD Terrain Preprocessor (AERMAP), https://www3.epa.gov/ttn/scram/models/aermod/aermap/aermap_userguide_v18081.pdf, accessed October 1,2020.
52. U.S. Fish and Wildlife Service, Carlsbad Fish and Wildlife Office, HCP/NCCP Planning Areas in Southern California, October 2008.
53. U.S. Green Building Council, Green Building Costs and Savings, https://www.usgbc.org/articles/greenbuilding-costs-and-savings
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.23-1 Report Preparation Personnel
4.23 REPORT PREPARATION PERSONNEL
LEAD AGENCY
CITY OF PICO RIVERA
6615 Passons Boulevard
Pico Rivera, CA 90660
Mike Garcia, Director of Community and Economic Development Hector Hernandez, Planner
Kenner Guerrero, Associate Engineer
Elie Farah, Traffic Engineer
PROJECT APPLICANT
INSITE PROPERTY GROUP
19191 South Vermont Avenue, Suite 680
Torrance, CA 90502
Brian Sorensen, Development Manager
Annie Baek, Development Coordinator
PREPARERS OF THE CEQA DOCUMENT
MICHAEL BAKER INTERNATIONAL
5 Hutton Centre Drive, Suite 500
Santa Ana, California 92707
Alan Ashimine, Project Manager
Eddie Torres, Technical Manager
Jessica Ditto, Senior Environmental Analyst
Eleni Getachew, Environmental Analyst
Winnie Woo, Environmental Analyst
Danielle Regimbal, Air Quality/GHG/Noise
Zhe Chen, Air Quality/GHG/Noise
Tom Millington, Project Biologist
Tim Tidwell, Regulatory Specialist
Carla Dietrich, Transportation Planner
Faye Stroud, Graphic Artist and Document Preparation
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 4.23-2 Report Preparation Personnel
TECHNICAL CONSULTANTS
COGSTONE RESOURCE MANAGEMENT
1518 West Taft Avenue
Orange CA 92865
John Gust, Archaeologist
Kim Scott, Paleontologist
ROUX ASSOCIATES, INC.
5150 East Pacific Coast Highway, Suite 450
Long Beach, CA 90804
Rocio Quinones, Project Scientist
Mauricio Escobar, Principal Geologist
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 5-1 Consultant Recommendation
5.0 CONSULTANT RECOMMENDATION
Based on the information and environmental analysis contained in the Initial Study/Environmental Checklist, we recommend that the City of Pico Rivera prepare a mitigated negative declaration for the Beverly Boulevard Warehouse Project. We find that the proposed project could have a significant effect on a number of environmental issues, but that mitigation measures have been identified that reduce such impacts to a less than significant level. We recommend that the second category be selected for the City of Pico Rivera’s determination (see Section 6.0, Lead Agency Determination/Mitigated Negative Declaration).
December 2021
Date Alan Ashimine, Project Manager
Michael Baker International
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 5-2 Consultant Recommendation
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BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 6-1 Lead Agency Determination/MND
6.0 LEAD AGENCY DETERMINATION/MITIGATED
NEGATIVE DECLARATION
On the basis of this initial evaluation:
I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared.
I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION has been prepared.
I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposed project MAY have a “potentially significant impact” or “potentially significant unless mitigated” impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.
I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required.
Signature:
Title: Project Planner
Printed Name: Hector Hernandez
Agency: City of Pico Rivera
Date: December 2021
BEVERLY BOULEVARD WAREHOUSE PROJECT
Public Review Draft Initial Study/Mitigated Negative Declaration December 2021 6-2 Lead Agency Determination/MND
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TRAFFIC OPERATIONS REPORT
Beverly Boulevard Warehouse Project
City of Pico Rivera
Prepared for:
InSite Property Group
811 N Catalina Avenue, Suite 1360
Redondo Beach, CA 90277
July 22, 2021
(Previous Versions: November 9, 2020, February 2, 2021, and July 9, 2021) Prepared by:
Carla Dietrich, PTOE
Dawn Wilson, P.E., T.E.
1g
Page i
CERTIFICATION
July 22, 2021
Mr. Brian Sorenson
InSite Property Group
811 N Cataline Avenue, Suite 1360
Redondo Beach, CA 90277
RE: Traffic Operations Report, Beverly Boulevard Warehouse, Pico Rivera, CA Dear Mr. Sorenson,
We are pleased to submit herewith our Traffic Operations Report for the proposed Beverly Boulevard Warehouse Project which we have prepared at your request. We certify the following report has been prepared under the sup ervision of a registered traffic engineer.
If you have any questions regarding this report, please contact the undersigned for clarification.
Sincerely,
MICHAEL BAKER INTERNATIONAL
Carla Dietrich, P.E. (PA), PTOE
Transportation Planner
Dawn Wilson, P.E., T.E.
Traffic Engineer
Page ii
TABLE OF CONTENTS
Certification............................................................................................................................................................................ i 1 Executive Summary................................................................................................................................................ES-1
1.1 Project Description..........................................................................................................................................ES-1
1.2 Results Summary............................................................................................................................................ES-1 2 Introduction................................................................................................................................................................. 1
2.1 Project Description............................................................................................................................................... 1
2.2 Project Location ................................................................................................................................................... 1
2.3 Site Plan............................................................................................................................................................... 2
2.4 Study Intersections............................................................................................................................................... 2 3 Area Conditions & Plans............................................................................................................................................. 4
3.1 Surrounding Roadway Network........................................................................................................................... 4
3.2 City-Planned Roadway Improvement Projects.................................................................................................... 5
3.3 Pedestrian & Bicycle Facilities.............................................................................................................................. 5
3.4 Transit Service...................................................................................................................................................... 5
3.5 Area Plans............................................................................................................................................................ 7
3.6 Existing Lane Configurations............................................................................................................................... 7 4 Operations Analysis Methodology............................................................................................................................. 9
4.1 Analysis Scenarios................................................................................................................................................ 9
4.2 Study Facilities..................................................................................................................................................... 9
4.3 Assumptions and Methodologies........................................................................................................................ 9
4.3.1 Pico Rivera Methodology................................................................................................................................... 10
4.3.2 Whittier Methodology........................................................................................................................................ 10
4.3.3 Caltrans Methodology....................................................................................................................................... 10
4.3.4 Analysis Software............................................................................................................................................... 11
4.3.5 Segment Analysis Methodology........................................................................................................................ 11
4.3.6 Operational Criteria – Intersections.................................................................................................................. 11
4.3.7 Traffic Signal Warrant Analysis Methodologies................................................................................................. 11
4.4 City Coordination............................................................................................................................................... 12
4.5 Other Planned Transportation Projects............................................................................................................. 12
4.6 Project Features................................................................................................................................................. 13 5 Existing Condition Traffic Volumes.......................................................................................................................... 14
5.1 COVID-19 Adjustment Factor............................................................................................................................ 14
5.2 Traffic Counts..................................................................................................................................................... 14
5.3 Bicycle and Pedestrian Counts........................................................................................................................... 15 6 Project Traffic Volumes............................................................................................................................................. 17
6.1 Trip Generation.................................................................................................................................................. 17
6.2 Site Plan Revision Trip Generation Comparison................................................................................................ 18
6.3 Project Trip Distribution & Assignment............................................................................................................. 19 7 Traffic Volume Forecasts........................................................................................................................................... 28
7.1 Existing Year (2020) Plus Project....................................................................................................................... 28
7.2 Opening Year (2022).......................................................................................................................................... 30
7.2.1 Opening Year (2022) (W/O I-605 Interchange Improvements)......................................................................... 30
7.2.2 Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements).................................................... 32
7.2.3 Opening Year (2022) (W/ I-605 Interchange Improvements)........................................................................... 34
7.2.4 Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements)....................................................... 36
7.3 Cumulative Conditions (2022) Traffic Volumes................................................................................................. 38
7.3.1 Cumulative Projects........................................................................................................................................... 38
7.3.2 Cumulative Conditions (2022) (W/O I-605 Interchange Improvements).......................................................... 39
7.3.3 Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements....................................... 41
7.3.4 Cumulative Conditions (2022) (W/ I-605 Interchange Improvements)............................................................. 43 Page iii
7.3.5 Cumulative Conditions (2022) Plus Project (W/ I-605 Interchange Improvements)......................................... 45
7.4 Build-out Year (2042)......................................................................................................................................... 47
7.5 Build-out Year (2042) Plus Project..................................................................................................................... 49 8 Traffic Operations Analysis....................................................................................................................................... 51
8.1 Existing Year (2020)........................................................................................................................................... 51
8.2 Opening Year (2022) (W/O I-605 Interchange Improvements)......................................................................... 53
8.3 Opening Year (2022) (W/ I-605 Interchange Improvements)........................................................................... 55
8.4 Cumulative Conditions (2022) (W/O I-605 Interchange Improvements).......................................................... 57
8.5 Cumulative Conditions (2022) (W/ I-605 Interchange Improvements)............................................................. 59
8.6 Build-out Year (2042)......................................................................................................................................... 61
8.7 Traffic Signal Warrant Analysis.......................................................................................................................... 63
8.8 Potential Off-Site Improvements....................................................................................................................... 63
8.8.1 Evaluation Summary.......................................................................................................................................... 64 9 Detailed Traffic Operations Analysis........................................................................................................................ 66
9.1 Site Driveway Operations................................................................................................................................... 66
9.2 Queuing Along Beverly Boulevard..................................................................................................................... 66
9.2.1 Evaluation Summary.......................................................................................................................................... 68 10 Safety Review............................................................................................................................................................. 69
10.1 Safety Review Findings...................................................................................................................................... 72 11 Intersection Control Evaluation (ICE)....................................................................................................................... 73
11.1 ICE Step One Analysis........................................................................................................................................ 73
11.2 ICE Step Two Analysis........................................................................................................................................ 73
11.2.1 Warrant Analysis................................................................................................................................................ 73
11.2.2 Operational Screening....................................................................................................................................... 73
11.2.3 Roundabout Feasibility Review.......................................................................................................................... 74 12 Design Elements........................................................................................................................................................ 76
12.1 Site Driveway...................................................................................................................................................... 76
12.2 Rail Crossing Considerations............................................................................................................................. 83 13 Parking Review.......................................................................................................................................................... 84 14 Truck Activity During Construction.......................................................................................................................... 85 15 Findings and Recommendations.............................................................................................................................. 86
LIST OF EXHIBITS
Exhibit 2-1: Project Location ................................................................................................................................................. 1 Exhibit 2-2: Site Area............................................................................................................................................................. 2 Exhibit 2-3: Site Plan............................................................................................................................................................. 3 Exhibit 3-1: Area Transit Service Map................................................................................................................................... 6 Exhibit 3-2: City of Pico Rivera Circulation Plan.................................................................................................................... 7 Exhibit 3-3: Existing Intersection Lane Configurations......................................................................................................... 8 Exhibit 4-1: Planned I-605 Southbound Ramp Signalized Intersection.............................................................................. 12 Exhibit 5-1: Existing Year (2020) Peak Hour Traffic Volumes in PCEs................................................................................ 16 Exhibit 6-1: Project Traffic Distribution............................................................................................................................... 20 Exhibit 6-2: Project Traffic Peak Hour Trip Assignment - Passenger Cars (W/O I-605 Interchange Improvements)........ 21 Exhibit 6-3: Project Traffic Peak Hour Trip Assignment - Trucks (W/O I-605 Interchange Improvements)...................... 22 Exhibit 6-4: Project Traffic Peak Hour Trip Assignment - Passenger Cars (W/ I-605 Interchange Improvements)........... 23 Exhibit 6-5: Project Traffic Peak Hour Trip Assignment - Trucks (W/ I-605 Interchange Improvements)......................... 24 Exhibit 6-6: Project Traffic Peak Hour Trip Assignment in PCEs (W/O I-605 Interchange Improvements)....................... 25 Page iv
Exhibit 6-7: Project Traffic Peak Hour Trip Assignment in PCEs (W/ I-605 Interchange Improvements).......................... 26 Exhibit 7-1: Existing Year (2020) Plus Project Peak Hour Volumes in PCEs....................................................................... 29 Exhibit 7-2: Opening Year (2022) (W/O I-605 Interchange Improvements) Peak Hour Traffic Volumes in PCEs............. 31 Exhibit 7-3: Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) Peak Hour Volumes in PCEs.... 33 Exhibit 7-4: Opening Year (2022) (W/ I-605 Interchange Improvements) Peak Hour Volumes in PCEs........................... 35 Exhibit 7-5: Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) Peak Hour Volumes in PCEs....... 37 Exhibit 7-7: Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) Peak Hour Volumes in PCEs.......... 40 Exhibit 7-8: Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements) Peak Hour Volumes in PCEs...................................................................................................................................................................................... 42 Exhibit 7-9: Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) Peak Hour Volumes in PCEs............. 44 Exhibit 7-10: Cumulative Conditions (2022) Plus Project (W/I-605 Interchange Improvements) Peak Hour Volumes in PCEs .............................................................................................................................................................................................. 46 Exhibit 7-11: Build-out Year (2042) Peak Hour Volumes in PCEs....................................................................................... 48 Exhibit 7-12: Build-out Year (2042) Plus Project Peak Hour Volumes in PCEs................................................................... 50 Exhibit 8-1: Typical Sanctuary Lane..................................................................................................................................... 65 Exhibit 9-1: Intersection Spacing.......................................................................................................................................... 66 Exhibit 10-1: Collision Cluster Map..................................................................................................................................... 71 Exhibit 12-1: Truck Turning Templates Exiting Site Driveway - Eastbound........................................................................ 76 Exhibit 12-2: Truck Turning Templates Exiting Site Driveway - Westbound ...................................................................... 77 Exhibit 12-3: Truck Turning Templates Entering Site Driveway - Westbound.................................................................... 78 Exhibit 12-4: Truck Turning Templates Entering Site Driveway - Eastbound..................................................................... 79 Exhibit 12-5: Corner Sight Distance.................................................................................................................................... 80 Exhibit 12-6: Site Truck Circulation (Route 1 – West Side Truck Parking in Nearest Truck Bay)....................................... 81 Exhibit 12-7: Site Truck Circulation (Route 2 – West Side Truck Parking in Farthest Truck Bay )...................................... 81 Exhibit 12-8: Site Truck Circulation (Route 3 – Around Entire Warehouse)....................................................................... 82 Exhibit 12-9: Site Truck Circulation (Route 4 – South Side Truck Bay Parking)................................................................. 82
LIST OF TABLES
Table 4-1: Study Intersections............................................................................................................................................... 9 Table 4-2: City of Pico Rivera ICU Intersection Level of Service Thresholds...................................................................... 10 Table 4-3: HCM Intersection Level of Service & Delay Thresholds..................................................................................... 10 Table 4-4: City of Pico Rivera Operational Thresholds – Intersections.............................................................................. 11 Table 5-1: Existing Year (2020) ADTs.................................................................................................................................. 14 Table 6-1: Trip Generation Rates........................................................................................................................................ 17 Table 6-2: Site Trip Generation (Vehicles).......................................................................................................................... 17 Table 6-3: Site Trip Generation In PCEs.............................................................................................................................. 18 Table 6-4: Site Trip Generation Comparison In PCEs......................................................................................................... 19 Table 6-5: Project Only ADTs.............................................................................................................................................. 27 Table 7-1: Existing Year (2020) Plus Project ADTs.............................................................................................................. 28 Table 7-2: Opening Year (2022) (W/O I-605 Interchange Improvements) ADTs............................................................... 30 Table 7-3: Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) ADTs........................................... 32 Table 7-4: Opening Year (2022) (W/ I-605 Interchange Improvements) ADTs.................................................................. 34 Page v
Table 7-5: Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) ADTs.............................................. 36 Table 7-6: Cumulative Projects........................................................................................................................................... 38 Table 7-7: Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) ADTs................................................. 39 Table 7-8: Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements) ADTs............................. 41 Table 7-9: Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) ADTs................................................... 43 Table 7-10: Cumulative Conditions (2022) Plus Project (W/ I-605 Interchange Improvements) ADTs............................. 45 Table 7-11: Build-out Year (2042) ADTs............................................................................................................................. 47 Table 7-12: Build-out Year (2042) Plus Project ADTs......................................................................................................... 49 Table 8-1: Existing Year (2020) Segment Results Comparison........................................................................................... 51 Table 8-2: Existing Year (2020) Peak Hour Intersection Results Comparison.................................................................... 52 Table 8-3: Opening Year (2022) (W/O I-605 Interchange Improvements) Segment Results Comparison........................ 53 Table 8-4: Opening Year (2022) (W/O I-605 Interchange Improvements) Peak Hour Intersection Results Comparison . 54 Table 8-5: Opening Year (2022) (W/ I-605 Interchange Improvements) Segment Results Comparison........................... 55 Table 8-6: Opening Year (2022) (W/ I-605 Interchange Improvements) Peak Hour Intersection Results Comparison.... 56 Table 8-7: Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) Segment Results Comparison.......... 57 Table 8-8: Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) Peak Hour Intersection Results Comparison.......................................................................................................................................................................... 58 Table 8-9: Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) Segment Results Comparison ............ 59 Table 8-10: Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) Peak Hour Intersection Results Comparison.......................................................................................................................................................................... 60 Table 8-11: Build-out Year (2042) Segment Results Comparison ...................................................................................... 61 Table 8-12: Build-out Year (2042) Peak Hour Intersection Results Comparison................................................................ 62 Table 8-13: Signal Warrant Analysis Summary................................................................................................................... 63 Table 8-14: Intersection #1 ICU Results With Two Site Exit Lanes..................................................................................... 64 Table 9-1: Queue Lengths – Cumulative Conditions (2022) (W/O I-605 Interchange Improvements)............................. 67 Table 9-2: Queue Lengths – Cumulative Conditions (2022) (W/ I-605 Interchange Improvements)................................ 67 Table 9-3: Queue Lengths – Build-out Year (2042)............................................................................................................ 68 Table 10-1: Collision Summary by Severity and Year......................................................................................................... 69 Table 10-2: Collision Summary by Month........................................................................................................................... 69 Table 10-3: Collision Summary by Day of Week................................................................................................................. 70 Table 10-4: Collisions Summary by Time of Day................................................................................................................ 70 Table 10-5: Collision Summary by Light Conditions........................................................................................................... 70 Table 10-6: Collision Type Summary................................................................................................................................... 71 Table 10-7: Violation Type Summary.................................................................................................................................. 71 Table 11-1: Suggested Intersection Control Strategies by Total ADT Entering.................................................................. 73 Table 13-1: Site Parking Summary...................................................................................................................................... 84 Table 14-1: Anticipated Construction Schedule.................................................................................................................. 85
APPENDICES
Appendix A: Site Plan
Appendix B: Approved Scoping Agreement
Appendix C: Traffic Count Data
Page vi
Appendix D: Traffic Volume Development Worksheets
Appendix E: Revised Trip Generation Comparison
Appendix F: ICU Worksheets
Appendix G: Existing Year (2020) Conditions Synchro Analysis Worksheets Appendix H: Opening Year (2022) (W/O I-605 Interchange Improvements) Synchro Analysis Worksheets Appendix I: Opening Year (2022) (W/ I-605 Interchange Improvements) Synchro Analysis Worksheets Appendix J: Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) Synchro Analysis Worksheets Appendix K: Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) Synchro Analysis Worksheets Appendix L: Build-out Year (2042) Synchro and Sidra Analysis Worksheets Appendix M: Traffic Signal Warrant Worksheets
Appendix N: Queue Length Reports
Appendix O: Truck Circulation and Turning Exhibits
Page ES-1
1 EXECUTIVE SUMMARY
1.1 PROJECT DESCRIPTION
The Project property, located on the southwest corner of Interstate 605 (I-605) and Beverly Boulevard, iscurrently vacant.
The purpose of this study is to document the projected traffic conditions associated with the proposed Beverly Boulevard Warehouse Project including a new357,902 square foot warehouse facility and a 2,500 square footcopy, print, and express ship store facility.
1.2 RESULTS SUMMARY
The study scenarios as requested by City staff are listed below. The Plus Project scenarios include full buildout of the Project site.
• Existing Year (2020) (E)
• Existing Year (2020) Plus Project (E + P)
• Opening Year (2022) (E + Ambient Growth, A)*
• Opening Year (2022) Plus Project (E + A + P)*
• Cumulative Conditions (2022) (E + A + Cumulative Projects, C)* • Cumulative Conditions (2022) Plus Project (E + A + C + P)* • Build-out Year (2042)
• Build-out Year (2042) Plus Project
* Scenario evaluated without and with planned Caltrans I-605 Interchange Improvements.
This traffic operations report has been prepared in accordance with the City of Pico Rivera Traffic Impact Analysis Guidelines for the Carlson Property located on the SWC of I-605 and Beverly Blvd provided to Michael Baker in June 2020.
The scope of this traffic study was coordinated with City staff. The Project was evaluated in terms of passenger car equivalents (PCEs) given the industrial nature of the proposed development. The analysis of the proposed Project assumes 1,133 daily PCE site trips which includes 98 AM Peak Hour PCE trips and 125 PM Peak Hour PCE trips during a typical weekday.
Traffic operations analysis was conducted for the following study intersections:
1. Site Driveway & Beverly Boulevard
2. I-605 Southbound Ramps & Beverly Boulevard
3. Pioneer Boulevard & Beverly Boulevard
4. Norwalk Boulevard/Workman Mill Road &
Beverly Boulevard
5. Pioneer Boulevard & I-605 Northbound Ramps
6. I-605 Southbound Ramp & Rose Hills Road
7. Abbeywood Avenue & Beverly Boulevard
8. San Gabriel River Parkway& Beverly Boulevard
9. Durfee Avenue & Beverly Boulevard
10. Rosemead Boulevard & Beverly Boulevard
Caltrans is currently planning an interchange improvement project at the I-605 / Beverly Boulevard Interchange.
Intersection #6 was only analyzed under the scenarios where the I-605 interchange improvements are not assumed to be constructed and Intersection #2 was analyzed under the scenarios where the interchange improvements are assumed to be constructed.
Page ES-2
Traffic Operations Analysis Results – Intersections
The results of the intersection operations analysis show that all City of Pico Rivera and City of Whittier study intersections are projected to operate at levels which do not exceed threshold differences in v/c under all scenarios with the exception of the Site Driveway / Beverly Boulevard Intersection (#1) which is projected to operate with a v/c increase greater than allowable under the Build-out Year (2042) Plus Project scenario. At each of the Caltrans study intersections, no change is LOS is projected between the baseline and Plus Project conditions for all scenarios.
Traffic Operations Analysis Results – Roadway Segment
The results of the segment operations analysis show that the segment of Beverly Boulevard near the Project is currently over LOS D capacity and is projected to continue to operate over LOS D capacity under all analysis scenarios.
Queuing
Queuing in the area of the Project driveway is anticipated to be minimal under the Cumulative Conditions (2022) (W/O I605 Interchange Improvements). With the planned I-605 Interchange Improvements, including the planned signalized intersection at the I-605 Southbound Ramps, traffic is projected to queue back in the eastbound direction past the site driveway intersection towards the signal at Abbeywood Avenue under both the Cumulative Conditions (2022) and Build - out Year (2042) conditions. This queuing is projected to occur during the baseline and Plus Project conditions.
Recommended Improvements
The following findings are based on the operations analysis results:
Threshold Exceeded Condition #1 – Site Driveway / Beverly Boulevard Intersection (#1) during the Build-out Year (2042) PM Peak Hour.
Proposed Improvement #1A – In addition to the planned Project features of including an eastbound right turn lane into the site and extending the westbound left turn storage lane, restriping the northbound driveway approach to provide two exiting lanes (one right turn and one left turn) will result in an allowable v/cchange between the baseline and Plus Project conditions.
While Proposed Improvement #1Awould not exceed threshold differences in v/cat the Beverly Boulevard / Site Driveway Intersection (#1), other potential improvements could be considered as discussed below. Either of these options below could be combined with Proposed Improvement #1A, however Option A and Option B should not be combined with one another unless time or vehicle classification restrictions were considered under Option B.
Other Potential Improvement Option A – Construct a sanctuary lane on Beverly Boulevard to accommodate left turning vehicles exiting the site driveway. The sanctuary lane provides an area where left turning traffic can enter before merging with conflicting traffic.
Other Potential Improvement Option B – Restrict left-turn movement for traffic exiting the site driveway. This option would require further consideration since it would not only impact access from the proposed Project, but also from existing land uses. Additionally, this potential restriction could only apply to trucks.
Page ES-3
Proposed Improvement #1B – The addition of the Other Potential Improvement Option A (sanctuary lane) and/or Other Potential Improvement Option B (left turn restrictions) at the Site Driveway / Beverly Boulevard Intersection (#1) shall be predicated on a post opening traffic study provided by the developer’s traffic engineer or a traffic engineer selected by the City to analyze left turn movements in and out of the development and the general operation of the driveway. The study is to include a queuing analysis and gap study. If the study finds that left turn gaps are not adequate, left turn restrictions shall be implemented. A post opening traffic will also be required after construction of the I-605/Beverly Boulevard Interchange improvement project if the development opening day occurs prior to interchange improvement implementation.
An improvement is proposed given the results of the queuing analysis.
Threshold Exceeded Condition #2 –Queuing is projected through the Site Driveway / Beverly Boulevard Intersection (#1) during conditions where the I-605 Interchange Improvement project has been constructed both without and with the proposed Project.
Proposed Improvement #2 – Add “Do Not Block” pavement marking along Beverly Boulevard to ensure exiting Project traffic maintains access to all movements. This improvement shall be provided regardless of the post opening study identified under Improvement #1B.
CEQA VMT Assessment
The VMT assessment for the proposed Project is contained in a separate document.
Additional Analysis
This document also details analysis findings relative to intersection queueing, safety analysis, intersection control evaluation, site circulation, proposed parking conditions, and truck activity during construction.
2 INTRODUCTION
2.1 PROJECT DESCRIPTION
The proposed Project would include construction of a warehouse building and a copy, print, and express ship store on the 19.06-acre site. The new warehouse building would encompass 357,903 square feet of building area. The copy, print, and express ship store would encompass 2,500 square feet of building area.
2.2 PROJECT LOCATION
Regionally, the Project site is located within the central portion of the City of Pico Rivera (City), within the County of Los Angeles (County).Locally, the 19.06-acre Project site is situated between the San Gabriel River to the west and Interstate 605 (I-605) to the east, south of Beverly Boulevard. The property is currently vacant. Exhibit 2-1 shows the Project location within the region and Exhibit 2-2 shows the site area.
EXHIBIT 2-1: PROJECT LOCATION
EXHIBIT 2-2: SITE AREA
The project area that extends towards Pioneer Boulevard is along an existing rail line. Surrounding land usesin proximity to the Projectsite are primarily comprised of industrial and residential uses.
2.3 SITE PLAN
The Project site plan is shown in Exhibit 2-3. A full-size Project site plan is included in Appendix A. The total warehouse area includes 357,903 square feet (347,903 square feet of warehouse + 5,000 square feet of warehouse office + 5,000 square feet of warehouse mezzanine). Access to the site is provided at an existing side street stop-controlled intersection at Beverly Boulevard which currently provides access to the existing RV/boat/vehicle storage parcel and utility usage.
2.4 STUDY INTERSECTIONS
The study intersections examined in this report are as follows:
1) Site Driveway & Beverly Boulevard
2) I-605 Southbound Ramps & Beverly Boulevard
3) Pioneer Boulevard & Beverly Boulevard
4) Norwalk Boulevard/Workman Mill Road & Beverly Boulevard 5) Pioneer Boulevard & I-605 Northbound Ramps
6) I-605 Southbound Ramp & Rose Hills Road
7) Abbeywood Avenue & Beverly Boulevard
8) San Gabriel River Parkway & Beverly Boulevard
9) Durfee Avenue & Beverly Boulevard
10) Rosemead Boulevard & Beverly Boulevard
EXHIBIT 2-3: SITE PLAN
Source: RGA
Warehouse: Office 5,000
Warehouse: Mezzanine 5,000
Warehouse 347,903
Total 357,903
Store 2,500
Land Use Summary Size
(Square Feet)
Copy, Print, Express Ship Store
Warehouse
Note: Warehouse square footage shown on site
plan does not include warehouse office square footage.
3 AREA CONDITIONS & PLANS
3.1 SURROUNDING ROADWAY NETWORK
The characteristics of the roadway system nearthe Projectsite are described below:
Beverly Boulevard is a four-lane divided roadway within the Projectvicinity in the City of Pico Rivera. It travels east-west from the eastern city limits, near Pioneer Boulevard, to the western city limits, near Rea Drive. It varies from a four-lane road with two travel lanesin each direction to a six-lane road with three travel lanes in each direction. Sections of Beverly Boulevard have three travel lanes in one direction and two travel lanes in the other direction. Under the City of Pico Rivera General Plan Circulation Element, Beverly Boulevard is classified as a Major Arterial roadway. The posted speed limit is 40 mph within the study area.
Rosemead Boulevard is a four-lane divided roadway within the City of Pico Rivera. It travels north-south from the northern city limits, near Gallatin Road, to the southern city limits, near Telegraph Road. The roadway has two travel lanes in each direction. Under the City of Pico Rivera General Plan Circulation Element, Rosemead Boulevard is classified as a Major Arterial roadway. The posted speed limit is 40 mph within the study area.
Durfee Avenue is a two-lane roadway within the City of Pico Rivera. It travels north to south from the northern city limits, near Kruse Road, to Whittier Boulevard to the south. The roadway has one travel lane in each direction. Under the City of Pico Rivera General Plan Circulation Element, Durfee Avenue is classified as a Collector Arterial north of Beverly Boulevard and a Secondary Arterial south of Beverly Boulevard. The posted speed limit is 25 mph within the study area. Parking is allowed along Durfee Avenue at various locations, but primarily on the west side of the roadway, both north and south of Beverly Boulevard.
San Gabriel River Parkway is a four-lane roadway within the City of Pico Rivera. It travels north to south from Rose Hills Road in the north, to Beverly Road in the south. The northern terminus of the roadway is the I-605 Southbound Off Ramp at Rose Hills Road. From the northern terminus to approximately 1,200’ north of Beverly Boulevard, it is a divided fourlane roadway. From approximately 1,200’ north of Beverly Boulevard to Beverly Boulevard, it is an undivided four-lane roadway. From the intersection with Beverly Boulevard to its southern terminus, it is a two-lane undivided roadway. Under the City of Pico Rivera General Plan Circulation Element, San Gabriel River Parkway is classified as a Secondary Arterial roadway between its northern terminus and Beverly Boulevard. Between Beverly Boulevard and Beverly Road, San Gabriel River Parkway is classified as a Collector roadway under the City of Pico Rivera General Plan Circulation Element. The posted speed limit varies from 25 mph to 45 mph within the study area.
Pioneer Boulevard is a two-lane roadway within the City of Whittier. It travels north to south fromthe northern city limit, near Deveron Drive in the north, to Orchard Avenue in the south. The roadway has one travel lane in each direction. The posted speed limit varies from 30 mph to 40 mph. The City of Whittier General Plan Transportation Element does not provide a classification for Pioneer Boulevard.
Norwalk Boulevard/ Workman Mill Road is a four-lane roadway within the City of Whittier. It travels north to south from the northern city limits, near Strong Avenue, to the southern city limits near Bexley Drive. The roadway has two travel lanes in each direction. The roadway changes names at the Beverly Boulevard intersection. Under the City of Whittier
General Plan Transportation Element, Norwalk Boulevard is classified as a Minor Arterial roadway. The posted speed limit varies from 40 mph to 45 mph within the study area.
Interstate 605 runs north-south within Southern California from near Irwindale in the north to Seal Beach in the south.
Within the project vicinity, I-605 is 10-lane facility with 5 lanes in each direction. The project site is proposed to be located adjacent to the freeway ROW. Interchange access to/from I-605 Northbound is provided via hook ramps on Pioneer Avenue. Interchange access is currently provided to I-605 Southbound via an on-ramp located approximately 275 feet to the east of the existing site access driveway. Access from I-605 Southbound currently does not exist, however an interchange improvement project is currently under development which will result in access from I-605 Southbound.
3.2 CITY-PLANNED ROADWAY IMPROVEMENT PROJECTS
City-planned roadway network improvement projects in the area include the following:
1) Beverly Boulevard Traffic Signal Synchronization Program (2020/2021) – Beverly Boulevard intersections with Abbeywood Avenue, Paramount Boulevard, and Durfee Avenue. 2) Citywide Traffic Signal Upgrades (2020/2021) – Beverly Boulevard intersection with Rosemead Boulevard.
3.3 PEDESTRIAN & BICYCLE FACILITIES
Along Beverly Boulevard within the Projectvicinity, non-buffered sidewalksare provided on both sides of the roadway. A Beverly Boulevard crossing is provided via amarked crosswalk on the east side of the signalized intersection of Abbeywood Avenue and Beverly Boulevard. Additionally, marked crosswalks are provided on 3 of the 4 legs at the intersection of Pioneer Boulevard and Beverly Boulevard, with the missing crosswalk located on the west leg of Beverly Boulevard.
3.4 TRANSIT SERVICE
Transit service near the Project site is provided by Montebello Bus Lines (MBL). Specifically, MBL provides service via Route 40 Beverly Blvd and Route 90 Express, as shown in Exhibit 3-1. Route 90 provides access directly to downtown Los Angeles, as well as neighboring communities. There are two Route 40 transits stops within the vicinity of the Projectsite located at the Beverly Boulevard intersections with Abbeywood Avenue and Pioneer Boulevard. The closest Route 90 Express service bus stop is located at the Beverly Boulevard and Durfee Avenue intersection. Metro rail service does not exist in proximity to the Project site.
EXHIBIT 3-1: AREA TRANSIT SERVICE MAP
Source: http://www.ridembl.com/
Legend:
Project Site
3.5 AREA PLANS
The City of Pico Rivera General Plan Circulation Element (October 2014) lists Beverly Boulevard as Major Arterial as shown in Exhibit 3-2.
EXHIBIT 3-2: CITY OF PICO RIVERA CIRCULATION PLAN
Source: City of Pico Rivera General Plan Circulation Element
3.6 EXISTING LANE CONFIGURATIONS
Exhibit 3-3 shows the Existing study intersection lane geometry and traffic control.
Legend:
Project Site
EXHIBIT 3-3: EXISTING INTERSECTION LANE CONFIGURATIONS
Intersection ID Norwalk Blvd/Workman Mill Pioneer Blvd Pioneer Blvd Beverly Blvd Beverly Blvd Beverly Blvd Beverly Blvd
Beverly Blvd San Gabriel River Pkwy I-605 SB Ramp I-605 SB RampsRose Hills Rd Beverly Blvd Beverly Blvd Beverly Blvd I-605 Ramps Site Driveway Rosemead Blvd Durfee Ave Abbeywood Ave 1 2 3 4 5
6 7 8 9 10
STOP
C D C
C
STOPSTOP STO
STOPSTO
STOPSTOP
C
D
Legend
X
STOP
C
D
Intersection ID
Existing Lane Configuration
Signalized Intersection
Stop Condition
Channelized Right Turn
De-facto Right Turn
D
D
4 OPERATIONS ANALYSIS METHODOLOGY
4.1 ANALYSIS SCENARIOS
The study scenarios are listed below. The Plus Project scenariosinclude full buildout of the Projectsite. • Existing Year (2020) (E)
• Existing Year (2020) Plus Project (E+P)
• Opening Year (2022) (E + Ambient Growth, A)–W/O I-605 Interchange Improvements • Opening Year (2022) Plus Project (E + A + P) – W/O I-605 Interchange Improvements • Opening Year (2022) – W/ I-605 Interchange Improvements • Opening Year (2022) Plus Project – W/ I-605 Interchange Improvements • Cumulative Conditions (2022) (E + A + Cumulative Projects, C) – W/O I-605 Interchange Improvements • Cumulative Conditions (2022) Plus Project (E + A + C + P) – W/O I-605 Interchange Improvements • Cumulative Conditions (2022) (E + A + C) – W/ I-605 Interchange Improvements • Cumulative Conditions (2022) Plus Project (E + A + C + P) – W/ I-605 Interchange Improvements • Build-out Year (2042)
• Build-out Year (2042) Plus Project
4.2 STUDY FACILITIES
Ten (10) study intersections were evaluated as listed in Table 4-1 along with their existing traffic control and the controlling jurisdiction.
TABLE 4-1: STUDY INTERSECTIONS
Notes: (1) Future Signalized Intersection
4.3 ASSUMPTIONS AND METHODOLOGIES
The Project’s location and study intersectionsfall within the jurisdiction of various entities. The traffic analysis conducted to determine existing and projected capacities utilizes the various methodology guidelines of the following jurisdictions:
City of Pico Rivera, City of Whittier, and Caltrans.
ID Study Intersection Existing Traffic Control Jurisdiction 1 Site Driveway & Beverly Blvd Stop-Controlled Pico Rivera 2 I-605 SB Ramps & Beverly Blvd N/A (1) Caltrans
3 Pioneer Blvd & Beverly Blvd Signalized Whittier
4 Norwalk Blvd/Workman Mill Rd & Beverly Blvd Signalized Whittier 5 Pioneer Blvd & I-605 NB Ramps Stop-Controlled Caltrans 6 I-605 SB Ramp & Rose Hills Rd Stop-Controlled Caltrans 7 Abbeywood Ave & Beverly Blvd Signalized Pico Rivera
8 San Gabriel River Pkwy& Beverly Blvd Signalized Pico Rivera 9 Durfee Ave & Beverly Blvd Signalized Pico Rivera
10 Rosemead Blvd & Beverly Blvd Signalized Pico Rivera
4.3.1 Pico Rivera Methodology
Per the City of Pico Rivera Traffic Impact Analysis Guidelines, the intersection capacity utilization (ICU) method based on a volume-to-capacity ratio (v/c) is to be utilized to conduct the operations analysis for intersections. Table 4-2 provides the City of Pico Rivera’s Level of Service (LOS) thresholds based on v/c.
TABLE 4-2: CITY OF PICO RIVERA ICU INTERSECTION LEVEL OF SERVICE THRESHOLDS Level of Service V/C Ratio
LOS A x ≤ 0.60
LOS B 0.61 ≤x ≤0.70
LOS C 0.71 ≤x ≤0.80
LOS D 0.81 ≤x ≤0.90
LOS E 0.91 ≤x ≤1.00
LOS F x ≥1.00
Source: City of Pico Rivera Traffic Impact Analysis Guidelines.
4.3.2 Whittier Methodology
The City of Whittier Traffic Impact Analysis Report Preparation Guidelines (July 4, 2006) also requires that the ICU method based on a volume-to-capacity ratio be utilized. The LOS thresholds based on v/c shown in Table 4-2 also apply to the City of Whittier study intersections.
4.3.3 Caltrans Methodology
In accordance with Caltrans guidelines, the traffic operations analysis conducted should be based on the HCM. Using HCM methodologies, results are typically presented as a LOS. LOS is a qualitative measure that describes traffic operational conditions provided by a transportation facility. It can range from LOS A (free-flow conditions) to LOS F (severely congested conditions). The HCM analysis methodology describes the operation of an intersection based on the corresponding average stopped delay experienced per vehicle as shown in Table 4-3.
TABLE 4-3: HCM INTERSECTION LEVEL OF SERVICE & DELAY THRESHOLDS Level of Service Signalized Intersection Average Delay
(seconds/vehicle)
Two-Way Stop-Controlled & All-Way StopControlled (seconds/vehicle) LOS A x < 10 x < 10
LOS B 10 < x < 20 10 < x < 15
LOS C 20 < x < 35 15 < x < 25
LOS D 35 < x < 55 25 < x < 35
LOS E 55 < x < 80 35 < x < 50
LOS F 80 < x 50 < x
Note: If the volume-to-capacity ratio (v/c) > 1.0, LOS = F.
Source: Highway Capacity Manual, 6
th Edition.
LOS is reported for the average stopped delay per vehicle for the overall intersection (all movements) for signalized intersections and all-way stop-controlled intersections. For one-way or two-way stop-controlled intersections, LOS is reported forthe worst stop-controlled approach.
4.3.4 Analysis Software
The ICU analysis using an Excel spreadsheet was supplemented with Synchro (version 10) software operations analysis based on the Highway Capacity Manual, 6th Edition (HCM), published by the Transportation Research Board in 2016.
Roundabout analysis was conducted using SIDRA (version 9).
4.3.5 Segment Analysis Methodology
This study includes the analysis of Beverly Boulevard near the Project site driveway, a four-lane roadway classified as a Major Arterial. The City’s General Plan states that the capacity of a Major Arterial is up to 50,000 vehicles per day (vpd) depending on the number of lanes. The assumed LOS Dcapacity for the 4-lane roadway segment utilized in this analysis is 35,000 vpd, based on the guidance found in the City of San Diego Transportation Study Manual.
4.3.6 Operational Criteria – Intersections
The jurisdiction’s operational criteria have been referenced in this evaluation. Table 4-4 shows the City of Pico Rivera’s operational thresholds for this Project. The same values apply to the City of Whittier study intersections.
TABLE 4-4: CITY OF PICO RIVERA OPERATIONAL THRESHOLDS – INTERSECTIONS With Project
LOS
Significant Impact
Threshold (V/C Increase)
C ≥0.04
D ≥0.02
E/F ≥0.01
Caltrans’ target LOS is C or better with a delay of less than 35 seconds per vehicle for intersections and ramp terminals.
If the existing facility operates less than the target LOS, then the existing LOS should be maintained.
4.3.7 Traffic Signal Warrant Analysis Methodologies
The California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition includes nine (9) signal warrants:
1) Warrant 1, Eight-Hour Vehicular Volume
2) Warrant 2, Four-Hour Vehicular Volume
3) Warrant 3, Peak Hour
4) Warrant 4, Pedestrian Volume
5) Warrant 5, School Crossing
6) Warrant 6, Coordinated Signal System
7) Warrant 7, Crash Experience
8) Warrant 8, RoadwayNetwork
9) Warrant 9, Intersection Near a Grade Crossing
The Peak Hour (Warrant 3) was utilized in this study. This signal warrant is intended for use at a location where traffic conditions are such that for a minimum of one hour of an average day, the minor-street traffic suffers undue delay when entering or crossing the major street. The Peak Hour (Warrant 3) was the focus of this analysis in order to determine the potential influence of the planned Project given the minimal existing volumes entering/exiting the site driveway.
4.4 CITY COORDINATION
Coordination was conducted with City staff regarding the study process. Concurrence on the traffic study scoping agreement was obtained from the City on September 11, 2020. The approved study scoping agreement is contained in Appendix B.
4.5 OTHER PLANNED TRANSPORTATION PROJECTS
As part of the Los Angeles Metro I-605 Corridor Improvement project, the interchange at Beverly Boulevard and I-605 has been identified as an early action project with plans to complete all improvement construction within 2 to 5 years. Plans at the Beverly Boulevard interchange include the construction of a southbound off-ramp which eliminates the short weaving length between the existing southbound on-ramps. A signalized intersection would be created east of the existing Project site driveway. Project Approval & Environmental Document (PA/ED) was completed in March of 2020 with final design scheduled to be completed by Spring 2021. Construction bid would occur in late 2021. Since the construction of the interchange improvements are similar to the Opening Year for this Project, the analysis contained in this report examines Opening Year conditions both Without and With the interchange improvements. With interchange conditions were modeled using information from the following documents: SB I-605 Beverly Boulevard Interchange Improvement Project Approval and Environmental Document Traffic Operations Analysis Report (Cambridge Systematics Inc., June 2019), the SB I-605 Beverly Boulevard IC PAED Intersection Control Evaluation Memorandum (Cambridge Systematics Inc., February 2019) and the Southbound I-605 Beverly Boulevard Draft Project Report (Caltrans, April 2019).
Exhibit 4-1 shows the preferred configuration of I-605 Southbound Ramp intersection as contained within the Project Report. The planned project includes two through lanes per direction along Beverly Boulevard.
EXHIBIT 4-1: PLANNED I-605 SOUTHBOUND RAMP SIGNALIZED INTERSECTION Source: Southbound I-605 Beverly Boulevard Draft Project Report (Caltrans April 2019)
4.6 PROJECT FEATURES
The Project proposes to construct an eastbound right turn lane along Beverly Boulevard into the site driveway and to extend the westbound left turn lane storage. These improvements are included as Project features for all Plus Project conditions.
5 EXISTING CONDITION TRAFFIC VOLUMES
5.1 COVID-19 ADJUSTMENT FACTOR
Traffic volumes have the potential to be impacted given current requirements and recommendations on daily and special event activities in an effort to curb the spread of COVID-19. Therefore, the Year 2020 traffic counts obtained for this Project were compared to historic count data to determine adjustment factors. Historic data from Year 2019 and Year 2016 provided by City staff was utilized in the development of the factors. Data was pulled from both 24-hour segment counts and intersection turning movement counts and factors were averaged using multiple data points during multiple time periods. Adjustment factors were determined for the time periods as follows: Daily (1.429), AM Peak Hour (1.841) and PM Peak Hour (1.294). These factors were then applied to the traffic counts in an effort to obtain a representative Year 2020 volume set. Traffic count data is contained in Appendix C and worksheets showing the development of these factors are included in Appendix D.
5.2 TRAFFIC COUNTS
Year 2020 intersection turning movement count data and Year 2020 24-hour segment data were utilized to establish the Existing Year (2020) traffic volumes. Traffic count data is contained in Appendix C. The existing peak hour vehicle trips were converted to Passenger Car Equivalents (PCEs) for analysis purposes. Passenger Car Equivalents is a unit used to represent the effects of large vehicles, such as multi axle semi-trucks, on traffic conditions by comparing to a typical passenger car. The PCEs conversion factors were based on the City’s guidelines. Exhibit 5-1 shows the Existing Year (2020) peak hour traffic volumesin PCEs. Table 5-1 summarizes the average daily traffic (ADT) volumes (vehicular). The ADT volumes were not converted into PCEs as part of this analysis. The ADTs for segments 1 through 4 were based actual 24-hour traffic counts while the ADTs for segments 5 through 11 were based on hourly volume averages which were converted to ADTs by applying a k-factor of 0.86.
TABLE 5-1: EXISTING YEAR (2020) ADTS
Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 27,400 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 34,100 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 35,200 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 38,700 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 41,700 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 34,800 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,200 8 Rosemead Blvd north of Beverly Blvd 32,000
9 Rosemead Blvd south of Beverly Blvd 30,200
10 San Gabriel River Pkwy north of Beverly Blvd 11,900
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,700
5.3 BICYCLE AND PEDESTRIAN COUNTS
Bicycle and pedestrian counts were collected at the Beverly Boulevard intersection with the site driveway. The count data showed minimal activity during each of the 2-hour peak periods. Eight (8) pedestrians were counted during the AM Peak period and zero pedestrians were counted during the PM Peak period. Observed bicycle activity was generally higher than pedestrian activity. A total of twelve (12) bicyclists were counted during the AM Peak period and four (4) bicyclists were counted during the PM Peak period. Bicycle and pedestrian volumes were incorporated into the analysis.
EXHIBIT 5-1: EXISTING YEAR (2020) PEAK HOUR TRAFFIC VOLUMES IN PCES
6 PROJECT TRAFFIC VOLUMES
6.1 TRIP GENERATION
The number of Project site trips was estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual (10th Edition). Table 6-1 shows the ITE trip generation rates used for this analysis. Table 6-2 shows the estimated trips generated by the Project in terms of vehicles and Exhibit 6-3 shows the estimated trips in terms of PCEs. Due to the nature of the warehouse traffic, site trips were converted to PCEsfor analysis purposes. The PCEsconversion factors were based on the City’s guidelines.
TABLE 6-1: TRIP GENERATION RATES
Land Use ITE
Code
Vehicle Type
Breakdown Daily Trip Rate AM Peak Hour PM Peak Hour
Rate In / Out Rate In / Out
Warehousing 150
Passenger Car 69.0% 1.201 / KSF 0.117
77% / 23%
0.131
27% / 73%
2 Axle Truck 6.8% 0.118 / KSF 0.012 0.013
3 Axle Truck 5.5% 0.096 / KSF 0.009 0.010
4+ Axle Truck 18.7% 0.325 / KSF 0.032 0.036
Total Truck 31.0% 0.539 / KSF 0.053 0.059
Total 1.74 / KSF 0.170 0.190
Copy, Print,
Express Ship
Store
920 Passenger Car 100% 74.2* / KSF 2.78 75% / 25% 7.42 44% / 56% Notes: Values may vary slightly due to rounding.
KSF = Thousand square feet.
Warehousing vehicle breakdown based on ITE-South Coast Air Quality Management District’s (SCAQMD) High-Cube Warehouse Vehicle Trip Generation Analysis (October 2016). * Value not provided in Trip Generation Manual. Daily rate was assumed to be ten times the PM Peak Hour trip rate.
TABLE 6-2: SITE TRIP GENERATION (VEHICLES)
Land Use ITE
Code Intensity Vehicle Type Breakdown
Daily
Trips
AM Peak Hour PM Peak Hour
Total In Out Total In Out
Warehousing 150 357.903 ksf
Passenger Car 69.0% 430 42 32 10 47 13 34
2 Axle Truck 6.8% 42 4 3 1 5 1 4
3 Axle Truck 5.5% 34 3 2 1 4 1 3
4+ Axle Truck 18.7% 116 11 8 3 13 4 9
Total Truck 31.0% 192 18 13 5 22 6 16
Total 622 60 45 15 69 19 50
Copy, Print,
Express Ship Store 920 2.5 ksf Passenger Car 100% 186 7 5 2 19 8 11 Total 808 67 50 17 88 27 61
Notes: Values may vary slightly due to rounding.
KSF = Thousand square feet.
TABLE 6-3: SITE TRIP GENERATION IN PCES
Trip Generation (PCEs)
Land Use ITE Code PCE Vehicle Type
Breakdown Daily Trips AM Peak Hour PM Peak Hour
Total In Out Total In Out
Warehousing 150
1.0 Passenger Car 69.0% 430 42 32 10 47 13 34
2.0 2 Axle Truck 6.8% 84 8 6 2 10 2 8
2.5 3 Axle Truck 5.5% 85 8 5 3 10 3 8
3.0 4+ Axle Truck 18.7% 348 33 24 9 39 12 27
Total Truck 31.0% 517 49 35 14 59 17 43
Total 947 91 67 24 106 30 77
Copy, Print,
Express Ship
Store
151 1.0 Passenger Car 100% 186 7 5 2 19 8 11
Total 1,133 98 72 26 125 38 88
Note: Values may vary slightly due to rounding.
The land use square footages and land use type utilized in this analysis vary slightly from those shown on the Project site plan due to site modifications made during the development of this study. A comparison of the trip generation utilized in this analysis compared to the current site plan is included in Section 6.2. Since the analysis utilized in this study is anticipated to generate slightly more trips than would be produced by the latest version of the analysis, the trip generation and traffic operations analysis were not modified as they would represent a slightly more conservative approach.
A total of 812 daily vehicle trips are expected to be added due to the proposed warehouse Project. The vehicle type split was estimated using the ITE-South Coast Air Quality Management District’s (SCAQMD) High-Cube Warehouse Vehicle Trip Generation Analysis (October 2016). With the PCEsconversion and mode split calculations, a total of 1,133 daily PCE trips are expected fromthe Project. This includes 98 AM Peak Hour PCE trips and 125 PM Peak Hour PCE trips during a typical weekday.
6.2 SITE PLAN REVISION TRIP GENERATION COMPARISON
Revisions were made to the site plan after the operations analysis was conducted including minor modifications to the warehouse square footage in addition to the replacement of the mini-warehouse (self-storage) facility with a copy, print, and express ship store building. The copy, print, express ship store is envisioned to be a local serving facility with post office boxes and shipping and copying services; however, it is not anticipated to be a FedEx or UPS store. Table 6-4 summarizesthe trip generation for the revised site plan and compares the values to those utilized in this report. As shown, the estimated site trips utilized in this analysis are slightly greater than those estimated to be generated by the land uses contained in the new site plan. The anticipated site distribution for the new site plan is anticipated to be the same as the distribution previously documented. Therefore, the analysis presented in this report represents a slightly conservative approach. Detailed trip generation comparisons of the prior and revised site plan are contained in Appendix E.
TABLE 6-4: SITE TRIP GENERATION COMPARISON IN PCES
Trip Generation Comparison (PCEs)
Scenario Daily
Trips
AM Peak Hour PM Peak Hour
Total In Out Total In Out
Original Site Plan (Utilized in this Analysis) 1,137 104 75 29 127 40 88 Revised Site Plan (Proposed Project) 1,133 98 72 26 125 38 88 Difference -4 -6 -3 -3 -2 -2 0
6.3 PROJECT TRIP DISTRIBUTION & ASSIGNMENT
The Project trip distribution was based on existing traffic patterns and the regional community access. City staff provided input into the assumed trip distribution. Based on the available roadway network and the existing traffic count data, the projected trip distribution directs the majority of the Project site traffic to the adjacent I-605. Due to the nature of the Project, two separate distributions were used for passenger cars and trucks. The forecast trip percent distribution for the proposed Project is as follows:
Passenger Cars
• I-605 to the North = 15%
• Beverly Boulevard to the East = 15%
• I-605 to the South = 30%
• Beverly Boulevard to the West = 40%
Trucks
• I-605 to the North = 35%
• Beverly Boulevard to the East = 0%
• I-605 to the South = 55%
• Beverly Boulevard to the West = 10%
Exhibit 6-1 shows the forecast trip percent distribution of the proposed Projectwithin the study area. Exhibits 6-2 through 6-5 show the trip assignment percentages for each of the mode types and for conditions both without and with the I-605 Interchange Improvements project. Exhibit 6-6 shows the corresponding forecast assignment of AM Peak Hour and PM Peak Hour Project generated tripsfor the conditions without the I-605 Interchange Improvements and Exhibit 6-7 shows the forecast assignment of AM Peak Hour and PM Peak Hour Project generated trips for the conditions with the I-605 Interchange Improvements. Table 6-5 shows the Project Only ADTs in terms of vehicles. Project Only ADTs were determined by distributing the site generated trips (in vehicles), assuming the above distrib ution patterns, and rounding to the nearest 100.
EXHIBIT 6-1: PROJECT TRAFFIC DISTRIBUTION
EXHIBIT 6-2: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT - PASSENGER CARS (W/O I-605 INTERCHANGE IMPROVEMENTS)
EXHIBIT 6-3: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT - TRUCKS (W/O I-605 INTERCHANGE IMPROVEMENTS)
EXHIBIT 6-4: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT - PASSENGER CARS (W/I-605 INTERCHANGE IMPROVEMENTS)
EXHIBIT 6-5: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT - TRUCKS (W/I-605 INTERCHANGE IMPROVEMENTS)
EXHIBIT 6-6: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT IN PCES (W/O I-605 INTERCHANGE IMPROVEMENTS)
EXHIBIT 6-7: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT IN PCES (W/I-605 INTERCHANGE IMPROVEMENTS)
TABLE 6-5: PROJECT ONLY ADTS
Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment
ADT
(W/O I-605
Interchange
Improvements)
ADT
(W/ I-605
Interchange
Improvements)
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 200 200 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 300 300 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 300 300 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 500 500 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 300 300 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 100 100 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 100 100 8 Rosemead Blvd north of Beverly Blvd 100 100
9 Rosemead Blvd south of Beverly Blvd 100 100
10 San Gabriel River Pkwy north of Beverly Blvd 100 0
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 200 200
7 TRAFFIC VOLUME FORECASTS
7.1 EXISTING YEAR (2020) PLUS PROJECT
The Existing Year (2020) traffic volumes and the Project Only traffic volumes were combined to estimate the Existing Year (2020) Plus Project traffic volumes. ADT volumes (vehicular) are summarized in Table 7-1 and Exhibit 7-1 shows the Existing Year (2020) Plus Project peak hour PCEs. Appendix Dcontains the traffic volume development worksheets.
TABLE 7-1: EXISTING YEAR (2020) PLUS PROJECT ADTS
Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 27,600 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 34,400 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 35,500 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 39,200 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,000 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 34,900 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,300 8 Rosemead Blvd north of Beverly Blvd 32,100
9 Rosemead Blvd south of Beverly Blvd 30,300
10 San Gabriel River Pkwy north of Beverly Blvd 12,000
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,900
EXHIBIT 7-1: EXISTING YEAR (2020) PLUS PROJECT PEAK HOUR VOLUMES IN PCES
7.2 OPENING YEAR (2022)
7.2.1 Opening Year (2022) (W/O I-605 Interchange Improvements) Existing Year (2020) traffic volumes were utilized to establish the Opening Year (2022) (W/O I-605 Interchange Improvements) traffic volumes. Year 2020 data was grown by a factor of 0.4% (linear, per year) to determine the Year 2022 volumes. The growth rate was developed using Southern California Association of Governments (SCAG) 2016-2040 Regional Transportation Plan/Sustainable Communities Strategies (RTP/SCS) forecasts. The growth rate was coordinated with the City during the Scoping Agreement process. Table 7-2 summarizes the ADT volumes (vehicular). Exhibit 7-2 shows the Opening Year (2022) (W/O I-605 Interchange Improvements) peak hour PCEs. Appendix Dcontains the traffic volume development worksheets.
TABLE 7-2: OPENING YEAR (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 27,600 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 34,400 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 35,500 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 39,000 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,000 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,100 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,500 8 Rosemead Blvd north of Beverly Blvd 32,300
9 Rosemead Blvd south of Beverly Blvd 30,400
10 San Gabriel River Pkwy north of Beverly Blvd 12,000
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,800
EXHIBIT 7-2: OPENING YEAR (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR TRAFFIC VOLUMES IN PCES
7.2.2 Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) The Opening Year (2022) traffic volumes and the Project Only traffic volumes were combined to estimate the Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) traffic volumes. ADT volumes (vehicular) are summarized in Table 7-3 and Exhibit 7-3 shows the Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-3: OPENING YEAR (2022) PLUS PROJECT (W/O I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 27,800 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 34,700 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 35,800 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 39,500 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,300 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,200 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,600 8 Rosemead Blvd north of Beverly Blvd 32,400
9 Rosemead Blvd south of Beverly Blvd 30,500
10 San Gabriel River Pkwy north of Beverly Blvd 12,100
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 17,000
EXHIBIT 7-3: OPENING YEAR (2022) PLUS PROJECT (W/O I-605 INTERCHANGE IMPROVEMENTS)PEAK HOUR VOLUMES IN PCES
7.2.3 Opening Year (2022) (W/I-605 Interchange Improvements) The Opening Year (2022) (W/ I-605 Interchange Improvements) traffic volumes were estimated by using the Opening Year (2022) (W/O I-605 Interchange Improvements) traffic volumes and accounting for route change due to the new I605 Southbound off ramp. ADT volumes (vehicular) are summarized in Table 7-4 and Exhibit 7-4 shows the Opening Year (2022) (W/ I-605 Interchange Improvements) peak hour PCEs. Appendix Dcontains the traffic volume development worksheets.
TABLE 7-4: OPENING YEAR (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 28,800 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 35,700 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 36,400 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 40,000 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,000 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,100 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,500 8 Rosemead Blvd north of Beverly Blvd 32,300
9 Rosemead Blvd south of Beverly Blvd 30,600
10 San Gabriel River Pkwy north of Beverly Blvd 10,700
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,800
EXHIBIT 7-4: OPENING YEAR (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR VOLUMES IN PCES
7.2.4 Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) The Opening Year (2022) (W/ I-605 Interchange Improvements) traffic volumes and the Project Only traffic volumes were combined to estimate the Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) traffic volumes. The Project Only volumes were based on the W/I-605 Interchange Improvements trip distributions and assignments. ADT volumes (vehicular) are summarized in Table 7-5 and Exhibit 7-5 shows the Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-5: OPENING YEAR (2022) PLUS PROJECT (W/I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 29,000 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 36,000 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 36,700 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 40,500 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,300 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,200 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,600 8 Rosemead Blvd north of Beverly Blvd 32,400
9 Rosemead Blvd south of Beverly Blvd 30,700
10 San Gabriel River Pkwy north of Beverly Blvd 10,700
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 17,000
EXHIBIT 7-5: OPENING YEAR (2022) PLUS PROJECT (W/I-605 INTERCHANGE IMPROVEMENTS)PEAK HOUR VOLUMES IN PCES
7.3 CUMULATIVE CONDITIONS (2022) TRAFFIC VOLUMES
7.3.1 Cumulative Projects
The City of Pico Rivera and the City of Whittier provided lists of projects to considerin the development of the Cumulative Conditions traffic volumes. Table 7-6 shows the projects considered in the development of the subsequent volumes. A map of the cumulative projects is also included in Appendix D.
TABLE 7-6: CUMULATIVE PROJECTS
ID Project Location/Name Project Type Size Jurisdiction 1 140 Whittier Blvd Townhomes 88 Units Montebello
2 3928 Rosemead Blvd Condominiums 14 Units Pico Rivera
3 4139 Rosemead Blvd Apartments 6 Units Pico Rivera
4 4525 Rosemead Blvd Auto Repair Shop 7,700 SF Pico Rivera 5 6605 Rosemead Blvd Hotel 86 Rooms Pico Rivera
6 5360 Workman Mill Rd & 5303 Davidson Dr Condos/Townhomes & Single Family Detached
24 Units (Multi) &
8 Units (Single) Whittier
7 10727 Orange Grove Apartments 5 Units Whittier
8 WRD - 4320 San Gabriel River Pkwy Water Treatment Facility 73,028 SF Pico Rivera 9 Chick-fil-A & Commercial Pad -
Whittier/Rosemead Fast Food & Retail 4,500 SF (Fast Food) & 5,000 SF (Retail) Pico Rivera
10 Raising Cane's - 5005 Paramount Blvd Fast Food 3,621 SF Pico Rivera 11 8813 Gallatin Rd Multi-Family 9 Units Pico Rivera
12 4211 Columbia Ave Park 3 Acres Pico Rivera
Notes: (1) SF = Square Feet
7.3.2 Cumulative Conditions (2022) (W/OI-605 Interchange Improvements) Lists of local projects were provided by the City of Pico Rivera and the City of Whittier for the development of the cumulative project traffic volumes. Individual trip generation and assignment was conducted for individual projects, resulting in the cumulative project traffic volumes. The cumulative project traffic volumes and the Opening Year (2022) (W/O I-605 Interchange Improvements) traffic volumes were combined to estimate the Cumulative (W/O I-605 Interchange Improvements) traffic volumes. The volume development for this scenario assumed that the I-605 Interchange Improvements would not yet be constructed. The ADT volumes (vehicular) are summarized in Table 7-7 and Exhibit 7-7 shows the Cumulative Conditions (W/O I-605 Interchange Improvements) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-7: CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 28,300 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 35,300 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 36,500 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 39,900 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,800 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,800 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,800 8 Rosemead Blvd north of Beverly Blvd 33,000
9 Rosemead Blvd south of Beverly Blvd 32,300
10 San Gabriel River Pkwy north of Beverly Blvd 12,500
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 16,900
EXHIBIT 7-7: CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR VOLUMES IN PCES
7.3.3 Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements The Cumulative (W/O I-605 Interchange Improvements) traffic volumes and the Project Only traffic volumes were combined to estimate the Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements) traffic volumes. The volume development for this scenario assumed that the I-605 Interchange Improvements would not yet be constructed. ADT volumes (vehicular) are summarized in Table 7-8 and Exhibit 7-8 shows the Cumulative Plus Project (W/O Interchange Improvements) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-8: CUMULATIVE CONDITIONS (2022) PLUS PROJECT (W/O I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 28,500 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 35,600 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 36,800 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 40,400 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 43,100 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,900 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,900 8 Rosemead Blvd north of Beverly Blvd 33,100
9 Rosemead Blvd south of Beverly Blvd 32,400
10 San Gabriel River Pkwy north of Beverly Blvd 12,600
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 17,100
EXHIBIT 7-8: CUMULATIVE CONDITIONS (2022) PLUS PROJECT (W/O I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR VOLUMES IN PCES
7.3.4 Cumulative Conditions(2022) (W/I-605 Interchange Improvements) The Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) traffic volumes were estimated by using the Cumulative (W/O I-605 Interchange Improvements) and accounting for route change due to the new I-605 Southbound off ramp based on information contained in the SB I-605 Beverly Boulevard Interchange Improvement Project Approval and Environmental Document Traffic Operations Analysis Report (Cambridge Systematics Inc., June 2019). ADT (vehicular) are summarized in Table 7-9 and Exhibit 7-9 shows the Cumulative Conditions (2022) Plus Project (W/I-605 Interchange Improvements) peak hour PCEs. Appendix Dcontains the traffic volume development worksheets.
TABLE 7-9: CUMULATIVE CONDITIONS (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 29,500 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 36,600 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 37,400 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 41,100 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 42,900 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,800 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,800 8 Rosemead Blvd north of Beverly Blvd 33,000
9 Rosemead Blvd south of Beverly Blvd 32,500
10 San Gabriel River Pkwy north of Beverly Blvd 11,300
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 17,000
EXHIBIT 7-9: CUMULATIVE CONDITIONS (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR VOLUMES IN PCES
7.3.5 Cumulative Conditions (2022) Plus Project (W/ I-605 Interchange Improvements) The Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) traffic volumes and the Project Only traffic volumes were combined to estimate the Cumulative Conditions (2022) Plus Project(W/I-605 Interchange Improvements) traffic volumes. The Project Only volumes were based on the W/I-605 Interchange Improvements trip distributions and assignments. ADT volumes (vehicular) are summarized in Table 7-10 and Exhibit 7-10 shows the Cumulative Conditions (2022) Plus Project (W/ I-605 Interchange Improvements) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-10: CUMULATIVE CONDITIONS (2022) PLUS PROJECT (W/I-605 INTERCHANGE IMPROVEMENTS) ADTS Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 29,700 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 36,900 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 37,700 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 41,600 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 43,200 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 35,900 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 38,900 8 Rosemead Blvd north of Beverly Blvd 33,100
9 Rosemead Blvd south of Beverly Blvd 32,600
10 San Gabriel River Pkwy north of Beverly Blvd 11,300
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 17,200
EXHIBIT 7-10: CUMULATIVE CONDITIONS (2022) PLUS PROJECT (W/I-605 INTERCHANGE IMPROVEMENTS)PEAK HOUR VOLUMES IN PCES
7.4 BUILD-OUT YEAR (2042)
Opening Year (2022) intersection turning movement count data and Opening Year (2022) 24-hour segment data were utilized to establish the Build-out Year (2042) traffic volumes. Opening Year (2022) data was grown by a factor of 0.4% (linear, per year) and Cumulative project traffic volumes were added to determine the Build-out Year (2042)volumes. As discussed previously, the growth rate was calculated by evaluating projected growth in the region. The growth was applied to the existing peak hour volumes after the conversion to PCEs. The Build-out condition assumes that the I-605 Interchange Improvement project will be completed before the Build-out year. ADT volumes (vehicular) are summarized in Table 7-11 and Exhibit 7-11 shows the Build-out Year (2042) peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-11: BUILD-OUT YEAR (2042) ADTS
Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 31,800 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 39,400 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 40,300 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 44,300 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 46,300 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 38,600 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 41,900 8 Rosemead Blvd north of Beverly Blvd 35,500
9 Rosemead Blvd south of Beverly Blvd 35,000
10 San Gabriel River Pkwy north of Beverly Blvd 12,100
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 18,400
EXHIBIT 7-11: BUILD-OUT YEAR (2042) PEAK HOUR VOLUMES IN PCES
7.5 BUILD-OUT YEAR (2042)PLUS PROJECT
The Build-out Year (2042) traffic volumes and the Project Only traffic volumes were combined to estimate the Build-out Year (2042) Plus Project traffic volumes. The Build-out condition assumes that the I-605 Interchange Improvement project will be completed before the Build-out year. The Project Only volumes were based on the W/I-605 Interchange Improvements trip distributions and assignments. ADT volumes (vehicular) are summarized in Table 7-12 and Exhibit 7- 12 shows the Build-out Year (2042) Plus Project peak hour PCEs. Appendix D contains the traffic volume development worksheets.
TABLE 7-12: BUILD-OUT YEAR (2042) PLUS PROJECT ADTS
Notes: (1) ADTs are rounded to the nearest 100.
(2) ADTs are shown as vehicle trips, not PCEs.
ID Segment ADT
1 Beverly Blvd between Paramount Blvd and Rosemead Blvd 32,000 2 Beverly Blvd between Rosemead Blvd and Durfee Ave 39,700 3 Beverly Blvd between Durfee Ave and San Gabriel River Pkwy 40,600 4 Beverly Blvd between San Gabriel River Pkwy and I-605 SB Ramp 44,800 5 Beverly Blvd between I-605 SB Ramp and Pioneer Blvd 46,600 6 Beverly Blvd between Pioneer Blvd and Norwalk Blvd/Workman Mill Rd 38,700 7 Beverly Blvd east of Norwalk Blvd/Workman Mill Rd 42,000 8 Rosemead Blvd north of Beverly Blvd 35,600
9 Rosemead Blvd south of Beverly Blvd 35,100
10 San Gabriel River Pkwy north of Beverly Blvd 12,100
11 Pioneer Blvd between I-605 NB Ramps and Beverly Blvd 18,600
EXHIBIT 7-12: BUILD-OUT YEAR (2042) PLUS PROJECT PEAK HOUR VOLUMES IN PCES
8 TRAFFIC OPERATIONS ANALYSIS
8.1 EXISTING YEAR (2020)
Roadway Segment Analysis
Table 8-1 summarizes the study roadway segment analysis results for the Existing Year (2020)conditions. As shown, the segment of Beverly Boulevard near the Project is currently over LOS D capacity and is projected to continue to operate over LOS D capacity under the Existing Year (2020) Plus Project scenario. There is an approximate 1.3%(500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-1: EXISTING YEAR (2020) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-2 summarizes the Existing Year (2020) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for the Existing Year (2020) conditions are contained in Appendix G.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 38,700 39,200 Yes
Over LOS D
Capacity?
Over LOS D
Capacity?
Existing Exisiting Plus Project
ID Road Segment Capacity
LOS D
Yes
TABLE 8-2: EXISTING YEAR (2020) PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10
9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign control ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.6670 -- B 0.7350 -- C 0.6670 -- B 0.7650 -- C 0.0000 No 0.0300 No 2 I-605 SB Ramps /
Beverly Blvd UN Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8087 -- D 0.8238 -- D 0.8150 -- D 0.8238 -- D 0.0063 No 0.0000 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 0.9616 -- E 0.9473 -- E 0.9634 -- E 0.9495 -- E 0.0018 No 0.0022 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.0240 -- F 0.6730 -- B 1.0280 -- F 0.6880 -- B 0.0040 No 0.0150 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- 19.4 C -- 16.7 C -- 20.1 C -- 17.0 C -- No -- No 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.7019 -- C 0.7422 -- C 0.7041 -- C 0.7487 -- C 0.0022 No 0.0065 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8167 -- D 0.9300 -- E 0.8292 -- D 0.9370 -- E 0.0125 No 0.0070 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.5966 -- A 0.6036 -- B 0.5980 -- A 0.6059 -- B 0.0014 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 0.9348 -- E 0.9316 -- E 0.9374 -- E 0.9358 -- E 0.0026 No 0.0042 No AM PM Control
Type ID Study Intersection Jurisdiction
Existing Year 2020 Existing Year 2020 Plus Project Difference
AM PM AM PM
8.2 OPENING YEAR (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) Roadway Segment Analysis
Table 8-3 summarizes the v/c ratio of the study roadway segment for the Opening Year (2022) (W/O I-605 Interchange Improvements) conditions. As shown, the segment of Beverly Boulevard near the Project is projected to continue to operate over LOS D capacity under both of the scenarios. There is an approximate 1.3% (500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-3: OPENING YEAR (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-4 summarizes the Opening Year (2022) (W/O I-605 Interchange Improvements) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for this condition are contained in Appendix H.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 39,000 Yes 39,500
Over LOS D
Capacity?
Yes
Opening Plus Project
ID Road Segment Capacity
LOS D
Opening
Over LOS D
Capacity?
TABLE 8-4: OPENING YEAR (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10
9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign control ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.6710 -- B 0.7400 -- C 0.6710 -- B 0.7700 -- C 0.0000 No 0.0300 No 2 I-605 SB Ramps /
Beverly Blvd UN Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8141 -- D 0.8285 -- D 0.8204 -- D 0.8307 -- D 0.0063 No 0.0022 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 0.9678 -- E 0.9541 -- E 0.9697 -- E 0.9563 -- E 0.0019 No 0.0022 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.0310 -- F 0.6770 -- B 1.0350 -- F 0.6910 -- B 0.0040 No 0.0140 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- 20.0 C -- 16.9 C -- 20.5 C -- 17.2 C -- No -- No 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.7060 -- C 0.7469 -- C 0.7082 -- C 0.7534 -- C 0.0022 No 0.0065 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8225 -- D 0.9365 -- E 0.8351 -- D 0.9433 -- E 0.0126 No 0.0068 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.5999 -- A 0.6068 -- B 0.6013 -- B 0.6091 -- B 0.0014 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 0.9411 -- E 0.9398 -- E 0.9438 -- E 0.9434 -- E 0.0027 No 0.0036 No ID Study Intersection AM PM AM PM Control
Type Jurisdiction
Opening Year 2022 Opening Year 2022 Plus Project Difference AM PM
8.3 OPENING YEAR (2022) (W/ I-605 INTERCHANGE IMPROVEMENTS) Roadway Segment Analysis
Table 8-5 summarizes the v/c ratio of the study roadway segment for the Opening Year (2022) (W/ I-605 Interchange Improvements) conditions. As shown, the segment of Beverly Boulevard near the Project is projected to continue to operate over LOS D capacity under all the Opening Year (2022) (W/ I-605 Interchange Improvements) scenarios. There is an approximate 1.3% (500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-5: OPENING YEAR (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-6 summarizes the Opening Year (2022) (W/ I-605 Interchange Improvements) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for the Opening Year (2022) (W/ I-605 Interchange Improvements)conditions are contained in Appendix I.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 40,000 Yes 40,500 Yes
ID Road Segment Capacity
LOS D
Opening Opening Plus Project
Over LOS D
Capacity?
Over LOS D
Capacity?
TABLE 8-6: OPENING YEAR (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10
9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign control ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.7020 -- C 0.7400 -- C 0.7020 -- C 0.7700 -- C 0.0000 No 0.0300 No 2 I-605 SB Ramps /
Beverly Blvd SIG Caltrans -- 29.3 C -- 18.4 B -- 30.4 C -- 18.9 B -- No -- No 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8141 -- D 0.8285 -- D 0.8204 -- D 0.8307 -- D 0.0063 No 0.0022 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 0.9678 -- E 0.9541 -- E 0.9697 -- E 0.9563 -- E 0.0019 No 0.0022 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.0310 -- F 0.6770 -- B 1.0350 -- F 0.6910 -- B 0.0040 No 0.0140 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.7560 -- C 0.7469 -- C 0.7582 -- C 0.7503 -- C 0.0022 No 0.0034 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8225 -- D 0.9365 -- E 0.8288 -- D 0.9399 -- E 0.0063 No 0.0034 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.6155 -- B 0.6130 -- B 0.6170 -- B 0.6153 -- B 0.0015 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 0.9536 -- E 0.9492 -- E 0.9563 -- E 0.9527 -- E 0.0027 No 0.0035 No ID Study Intersection AM PM AM PM Control
Type Jurisdiction
Opening Year 2022 Opening Year 2022 Plus Project Difference AM PM
8.4 CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) Roadway Segment Analysis
Table 8-7 summarizes the v/c ratio of the study roadway segment for the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) analysis. As shown, the segment of Beverly Boulevard near the Project is projected to continue to operate over LOS D capacity under both the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) scenarios. There is an approximate 1.3% (500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-7: CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-8 summarizes the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) conditions are contained in Appendix J.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 39,900 Yes 40,400
Over LOS D
Capacity?
Yes
Forecast Cumulative
Plus Project ID Road Segment Capacity
LOS D
Forecast Cumulative
Over LOS D
Capacity?
TABLE 8-8: CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10
9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign control ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.6830 -- B 0.7550 -- C 0.6830 -- B 0.7860 -- C 0.0000 No 0.0310 No 2 I-605 SB Ramps /
Beverly Blvd UN Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8235 -- D 0.8360 -- D 0.8297 -- D 0.8382 -- D 0.0062 No 0.0022 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 0.9737 -- E 0.9560 -- E 0.9756 -- E 0.9581 -- E 0.0019 No 0.0021 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.0320 -- F 0.6780 -- B 1.0370 -- F 0.6920 -- B 0.0050 No 0.0140 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- 21.2 C -- 17.4 C -- 22.3 C -- 18.0 C -- No -- No 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.7210 -- C 0.7615 -- C 0.7232 -- C 0.7681 -- C 0.0022 No 0.0066 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8333 -- D 0.9519 -- E 0.8458 -- D 0.9588 -- E 0.0125 No 0.0069 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.6080 -- B 0.6178 -- B 0.6095 -- B 0.6201 -- B 0.0015 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 0.9555 -- E 0.9715 -- E 0.9581 -- E 0.9749 -- E 0.0026 No 0.0034 No ID Study Intersection AM PM AM PM Control
Type Jurisdiction
Forecast Cumulative Year 2022 Forecast Cumulative Year 2022 Plus Project
Difference
AM PM
8.5 CUMULATIVE CONDITIONS (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) Roadway Segment Analysis
Table 8-9 summarizes the v/c ratio of the study roadway segment for the Cumulative Conditions (W/ I-605 Interchange Improvements). As shown, the segment of Beverly Boulevard near the Project is projected to continue to operate over LOS D capacity under both Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) scenarios. There is an approximate 1.2% (500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-9: CUMULATIVE CONDITIONS (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-10 summarizes the Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for the Cumulative Conditions (2022) (W/ I-605 Interchange Improvements) are contained in Appendix K.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 41,100 Yes 41,600
Over LOS D
Capacity?
Yes
Forecast Cumulative
Plus Project ID Road Segment Capacity
LOS D
Forecast Cumulative
Over LOS D
Capacity?
TABLE 8-10: CUMULATIVE CONDITIONS (2022) (W/ I-605 INTERCHANGE IMPROVEMENTS)PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10 9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign contro ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.7220 -- C 0.7590 -- C 0.7220 -- C 0.7890 -- C 0.0000 No 0.0300 No 2 I-605 SB Ramps /
Beverly Blvd SIG Caltrans -- 29.8 C -- 19.0 B -- 31.0 C -- 19.5 B -- No -- No 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8248 -- D 0.8360 -- D 0.8310 -- D 0.8382 -- D 0.0062 No 0.0022 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 0.9737 -- E 0.9560 -- E 0.9756 -- E 0.9581 -- E 0.0019 No 0.0021 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.0330 -- F 0.6850 -- B 1.0380 -- F 0.6990 -- B 0.0050 No 0.0140 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.7744 -- C 0.7650 -- C 0.7766 -- C 0.7684 -- C 0.0022 No 0.0034 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8340 -- D 0.9557 -- E 0.8402 -- D 0.9592 -- E 0.0062 No 0.0035 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.6236 -- B 0.6240 -- B 0.6251 -- B 0.6263 -- B 0.0015 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 0.9680 -- E 0.9808 -- E 0.9706 -- E 0.9843 -- E 0.0026 No 0.0035 No ID Study Intersection AM PM AM PM Control
Type Jurisdiction
Forecast Cumulative Year 2022 Forecast Cumulative Year 2022 Plus Project
Difference
AM PM
8.6 BUILD-OUT YEAR (2042)
Roadway Segment Analysis
Table 8-11 summarizes the v/c ratio of the study roadway segment for the Build-out Year (2042) conditions. As shown, the segment of Beverly Boulevard near the Project is projected to continue to operate over LOS D capacity under both Build-out Year (2042) scenarios. There is an approximate 1.1% (500 vehicle) ADT increase in the Plus Project condition.
TABLE 8-11: BUILD-OUT YEAR (2042) SEGMENT RESULTS COMPARISON Intersection Analysis
Table 8-12 summarizes the Build-out Year (2042) peak hour intersection analysis results. The analysis results show that all City of Pico Rivera and City of Whittier intersections do not exceed threshold differences in v/c with the exception of the Site Driveway / Beverly Boulevard Intersection (#1) which is projected to experience a change in v/c greater than allowable during the PM Peak Hour. At the Caltrans study intersections, no change in LOS is projected between the scenarios. ICU analysis worksheets are contained in Appendix F and Synchro analysis sheets for the Build-out Year (2042) condition are contained in Appendix L.
ADT ADT
4 Beverly Blvd Between San Gabriel River
Pkwy and I-605 SB Ramp 35,000 44,300 Yes 44,800
Over LOS D
Capacity?
Yes
Build-out Plus Project
ID Road Segment Capacity
LOS D
Build-out
Over LOS D
Capacity?
TABLE 8-12: BUILD-OUT YEAR (2042) PEAK HOUR INTERSECTION RESULTS COMPARISON Notes:
1) ICU = Intersection Capacity Utilization
2) LOS = Level of Service
3) OWSC = One-Way Stop-Control
4) UN = Uncontrolled
5) SIG = Signalized Control
6) ThWSC = Three-Way Stop-Control
7) AWSC = All-Way Stop-Control
8) * = ICU & LOS for unsignalized intersections calculated using Synchro 10 9) Caltrans intersections report HCM 6th Edition delay and LOS 10) Delay in seconds per vehicle
11) ** = ICU reported from Synchro 10 due to irregular sign control ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* Pico Rivera 0.7690 -- C 0.8090 -- D 0.7690 -- C 0.8390 -- D 0.0000 No 0.0300 Yes 2 I-605 SB Ramps /
Beverly Blvd SIG Caltrans -- 32.2 C -- 23.9 C -- 33.4 C -- 25.2 C -- No -- No 3 Pioneer Blvd /
Beverly Blvd SIG Whittier 0.8785 -- D 0.8909 -- D 0.8847 -- D 0.8931 -- D 0.0062 No 0.0022 No 4 Norwalk Blvd / Workman
Mill / Beverly Blvd SIG Whittier 1.0394 -- F 1.0199 -- F 1.0413 -- F 1.0221 -- F 0.0019 No 0.0022 No 5 Pioneer Blvd /
I-605 Ramps ThWSC** Caltrans 1.1000 -- F 0.7250 -- C 1.1050 -- F 0.7400 -- C 0.0050 No 0.0150 No 6 I-605 SB Ramp /
Rose Hills Rd AWSC Caltrans -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 7 Abbeywood Ave /
Beverly Blvd SIG Pico Rivera 0.8228 -- D 0.8129 -- D 0.8250 -- D 0.8163 -- D 0.0022 No 0.0034 No 8 San Gabriel River Pkwy /
Beverly Blvd SIG Pico Rivera 0.8885 -- D 1.0184 -- F 0.8947 -- D 1.0219 -- F 0.0062 No 0.0035 No 9 Durfee Ave / Beverly Blvd SIG Pico Rivera 0.6605 -- B 0.6604 -- B 0.6620 -- B 0.6627 -- B 0.0015 No 0.0023 No 10 Rosemead Blvd /
Beverly Blvd SIG Pico Rivera 1.0327 -- F 1.0450 -- F 1.0352 -- F 1.0486 -- F 0.0025 No 0.0036 No ID Study Intersection AM PM AM PM Control
Type Jurisdiction
Build-out Year 2042 Build-out Year 2042 Plus Project Difference AM PM
8.7 TRAFFIC SIGNAL WARRANT ANALYSIS
The California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition was utilized to conduct traffic signal warrant for the site driveway intersection along Beverly Boulevard for all Plus Project scenarios.
Table 8-13 details the warrant results for each scenario. Under all Plus Project scenarios, Warrant 3 is not satisfied due primarily to relatively low traffic volumes exiting the site driveway. The traffic signal warrant analysis worksheets are contained in Appendix M.
TABLE 8-13: SIGNAL WARRANT ANALYSIS SUMMARY
Scenario Warrant 3 (Peak Hour)Met?
AM PM
Existing Year (2020) Plus Project No No
Opening Year (2022) Plus Project (W/O I-605 Interchange Improvements) No No Opening Year (2022) Plus Project (W/ I-605 Interchange Improvements) No No Cumulative Conditions (2022) Plus Project (W/O I-605 Interchange Improvements) No No Cumulative Conditions (2022) Plus Project (W/ I-605 Interchange Improvements) No No Build-out Year (2042) Plus Project No No
Warrant 3 (Peak Hour) was determined to be the appropriate warrant for use in this analysis. The other warrants were determined to be not applicable for this Project. However, Warrant 7 (Crash Experience) was examined at a cursory level.
This warrant requires that three criteria are met. One of those requirements is that five or more reported collisions, of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each collision involving personal injury or property damage apparently exceeding the applicable requirements for a reportable collision. Six (6) collisions were identified during a five-year period with no more than two collisions each year in the general vicinity of the intersection. Therefore, Warrant 7 (Crash Experience) was not examined further in this analysis.
8.8 POTENTIAL OFF-SITE IMPROVEMENTS
The analysis results indicate that the intersection of the Site Driveway / Beverly Boulevard (#1) is projected to operate at LOS D, exceeding threshold differences in v/c during the PM Peak Hour under the Build-out Year (2042) Plus Project condition. This finding was examined further to evaluate potential improvements.
At this intersection, the Beverly Boulevard traffic is free-flow while the site traffic exiting the site is stop-controlled. The left turning traffic entering the site must yield to oncoming through traffic traveling eastbound. Therefore, delay added by the Plus Project scenario is projected to impact site traffic. In the Build-out Year (2042)scenarios, the site driveway was modeled as a single exit lane, which exceeds threshold differences in v/c. The projected vehicle traffic entering and exiting the site is predominantly passenger cars (approximately 75%) and the proposed site driveway exiting approach has a width of approximately 30 feet. Therefore, this width can accommodate two exiting approach lanes (one right turn and one left turn). Assuming two exiting lanes, the ICU analysis yields an v/c difference below threshold during the Build-out Year (2042) PM Peak Hour as seen in Table 8-14.
TABLE 8-14: INTERSECTION #1 ICU RESULTS WITH TWO SITE EXIT LANES
8.8.1 Evaluation Summary
The following findings are based on the operations analysis results:
Threshold Exceeded Condition #1 – Site Driveway / Beverly Boulevard Intersection (#1) during the Build-out Year (2042) PM Peak Hour.
Proposed Improvement #1A – In addition to the planned Project features of including an eastbound right turn lane into the site and extending the westbound left turn storage lane, restriping the northbound driveway approach to provide two exiting lanes (one right turn and one left turn) will result in an allowable v/c change between the baseline and Plus Project conditions.
While Proposed Improvement #1Awould not exceed threshold differences in v/cat the Beverly Boulevard / Site Driveway Intersection (#1), other potential improvements could be considered as discussed below. Either of these options below could be combined with Proposed Improvement #1A, however Option A and Option B should not be combined with one another unless time or vehicle classification restrictions were considered under Option B.
Other Potential Improvement Option A – Construct a sanctuary lane on Beverly Boulevard to accommodate left turning vehicles exiting the site driveway. The sanctuary lane provides an area where left turning traffic can enter before merging with conflicting traffic.
Other Potential Improvement Option B – Restrict left-turn movement for traffic exiting the site driveway. This option would require further consideration since it would not only impact access from the proposed Project, but also from existing land uses. Additionally, this potential restriction could only apply to trucks.
Proposed Improvement #1B – The addition of the Other Potential Improvement Option A (sanctuary lane) and/or Other Potential Improvement Option B (left turn restrictions) at the Site Driveway / Beverly Boulevard Intersection (#1) shall be predicated on a post opening traffic study provided by the developer’s traffic engineer or a traffic engineer selected by the City to analyze left turn movements in and out of the development and the general operation of the driveway. The study is to include a queuing analysis and gap study. If the study finds that left turn gaps are not adequate, left turn restrictions shall be implemented. A post opening traffic will also be required after construction of the I-605/Beverly Boulevard Interchange improvement project if the development opening day occurs prior to interchange improvement implementation.
ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Delay LOS ICU Exceeds Threshold? ICU Exceeds Threshold?
1 Site Driveway /
Beverly Blvd OWSC* 0.7690 -- C 0.8090 -- D 0.7690 -- C 0.8280 -- D 0.0000 No 0.0190 No ID Study
Intersection
Control
Type
Build-out Year 2042 Difference
AM PM AM PM
Build-out Year 2042 Plus Project with
Dual Exit
AM PM
EXHIBIT 8-1: TYPICAL SANCTUARY LANE
9 DETAILED TRAFFIC OPERATIONS ANALYSIS
9.1 SITE DRIVEWAY OPERATIONS
The intersection of the Project Site Driveway at Beverly Boulevard (#1) is located approximately 300 feet to the east of the existing signalized intersection at Abbeywood Avenue, approximately 275 feet west of the existing ramp to I-605 Southbound, and approximately 375 feet to the west of the proposed I-605 Southbound ramp signalized intersection.
Exhibit 9-1 shows the intersection spacing distances. The site driveway was not analyzed in the SB I-605 Beverly Boulevard IC PAED Intersection Control Evaluation Memo (Cambridge Systematics, 2019) or the SB I-605 Beverly Boulevard Interchange Improvement Project Approval and Environmental Document Traffic Analysis Report (Cambridge Systemics, 2019).
EXHIBIT 9-1: INTERSECTION SPACING
9.2 QUEUING ALONG BEVERLY BOULEVARD
Synchro 95th percentile queue lengths were evaluated in terms of adequate storage at the Site Driveway / Beverly Boulevard Intersection (#1) and the I-605 Southbound Ramps / Beverly Boulevard Intersection (#2). Table 9-1 shows the queue lengths for the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements) while Table 9-2 shows the queue lengths for the Cumulative Conditions (2022) (W/ I-605 Interchange Improvements). The Build-out Year (2042) queue lengths are shown in Table 9-3. Queuing in the area of the Project driveway is anticipated to be minimal under the Cumulative Conditions (2022) (W/O I-605 Interchange Improvements). With the planned I-605 interchange improvements including the planned signalized intersection at the I-605 Southbound Ramps, traffic is projected to queue back in the eastbound direction past the site driveway intersection towards the existing signal at Abbeywood Avenue under both the Cumulative Conditions (2022) and Build-out Year (2042) scenarios. This queuing is projected to occur without and with the Project and the Project itself is projected to have minimal impact on the queuing. The eastbound
right and westbound left storage lane lengths at the Site Driveway / Beverly Boulevard Intersection (#1) are projected to be adequate based on the projected queue lengths. The queuing analysis worksheets are contained in Appendix N.
TABLE 9-1: QUEUE LENGTHS – CUMULATIVE CONDITIONS (2022) (W/O I-605 INTERCHANGE IMPROVEMENTS) Notes:
1) Queue lengths are Synchro 95
th percentile queues unless otherwise noted.
2) Queue lengths under 25 feet rounded up to 25 feet
3) Red text with gray highlighting represents queue lengths greater than available storage 4) Orange text with yellow represents storage that is blocked by adjacent lane queue 5) * = Plus Project Condition storage
TABLE 9-2: QUEUE LENGTHS – CUMULATIVE CONDITIONS (2022) (W/I-605 INTERCHANGE IMPROVEMENTS) Notes:
1) Queue lengths are Synchro 95
th percentile queues unless otherwise noted.
2) Queue lengths under 25 feet rounded up to 25 feet
3) Red text with gray highlighting represents queue lengths greater than available storage 4) Orange text with yellow represents storage that is blocked by adjacent lane queue 5) # = Volume for the 95
th percentile cycle exceeds capacity
6) * = Plus Project Condition storage
AM PM AM PM
Through --
Right 170*
Left 65/140* -- 25 25 25 25
Through -- 375 0 0 0 0
Northbound Left-Right -- -- 0 25 78 238
Through
Right
Left
Through
Left
Right
0 Westbound
2 I-605 SB Ramps /
Beverly Blvd Caltrans
Eastbound
Westbound Intersection not analyzed under this scenario Southbound
0 0 0
1 Site Driveway /
Beverly Blvd Pico Rivera
Eastbound 300
ID Study Intersection Jurisdiction Movement/Direction
Available
Storage
(feet)
Distance to
Adjacent
Intersection
(feet)
Queue Length (feet)
Forecast Cumulative Year
2022
Forecast Cumulative Year
2022 Plus Project
AM PM AM PM
Through --
Right 170*
Left 65/140* -- 25 25 25 25
Through -- 1,000 0 0 0 0
Northbound Left-Right -- -- 0 25 113 268
Through -- 375 394 #652 399 #672
Right -- 375 235 101 258 114
Left 150 -- 205 75 205 75
Through -- 510 531 269 557 275
Left 400 -- 260 246 260 246
Right 300 -- 146 59 164 67
0 Westbound
2 I-605 SB Ramps /
Beverly Blvd Caltrans
Eastbound
Westbound
Southbound
0 0 0
1 Site Driveway /
Beverly Blvd Pico Rivera
Eastbound 300
ID Study Intersection Jurisdiction Movement/Direction
Available
Storage
(feet)
Distance to
Adjacent
Intersection
(feet)
Queue Length (feet)
Forecast Cumulative Year
2022
Forecast Cumulative Year
2022 Plus Project
TABLE 9-3: QUEUE LENGTHS – BUILD-OUT YEAR (2042)
Notes:
1) Queue lengths are Synchro 95
th percentile queues unless otherwise noted.
2) Queue lengths under 25 feet rounded up to 25 feet
3)Red text with gray highlighting represents queue lengths greater than available storage 4) Orange text with yellow represents storage that is blocked by adjacent lane queue 5) # = Volume for the 95
th percentile cycle exceeds capacity
6) * = Plus Project Condition storage
9.2.1 Evaluation Summary
Given the findings of the queuing analysis, the following improvement is proposed:
Threshold Exceeded Condition #2 –Queuing is projected through the Site Driveway / Beverly Boulevard Intersection (#1) during conditions where the I-605 Interchange Improvement project has been constructed both without and with the proposed Project.
Proposed Improvement #2 – Add “Do Not Block” pavement marking along Beverly Boulevard to ensure exiting Project traffic maintains access to all movements. This improvement shall be provided regardless of the post opening study identified under Improvement #1B.
AM PM AM PM
Through --
Right 170*
Left 65/140* -- 25 25 25 25
Through -- 1,000 0 0 0 0
Northbound Left-Right -- -- 0 25 123 Error
Through -- 375 406 #738 411 #758
Right -- 375 265 129 286 145
Left 150 -- 209 80 209 80
Through -- 510 555 302 581 309
Left 400 -- 267 271 267 271
Right 300 -- 150 72 167 79
0 Westbound
2 I-605 SB Ramps /
Beverly Blvd Caltrans
Eastbound
Westbound
Southbound
0 0 0
1 Site Driveway /
Beverly Blvd Pico Rivera
Eastbound 300
ID Study Intersection Jurisdiction Movement/Direction
Available
Storage
(feet)
Distance to
Adjacent
Intersection
(feet)
Queue Length (feet)
Build-out Year 2042 Build-out Year 2042 Plus
Project
10 SAFETY REVIEW
Historic collision data from January 1, 2015 through December 31, 2019 (5-year period) for vicinity of the site driveway was reviewed to determine safety related conditions and trends. Reported collisions were obtained from the Statewide Integrated Traffic Records System (SWITRS). A total of six(6) collisions were reported at the study intersection during this time period. The data review considered multiple features including the type of collision, cause, severity, and weather and roadway conditions. Table 10-1 through Table 10-7 summarize the collision characteristics. Exhibit 10-1 summarizesthe collisions by approximate location and collision type.
TABLE 10-1: COLLISION SUMMARY BY SEVERITY AND YEAR
Year
Number of Collisions
Percent Fatal Injury
(Severe)
Injury
(Other Visible)
Injury
(Complaint of Pain)
Property
Damage Only
Total
2015 0 0 0 1 0 1 17%
2016 0 0 0 1 0 1 17%
2017 0 0 0 0 0 0 0%
2018 0 0 2 0 0 2 33%
2019 0 0 1 1 0 2 33%
Total 0 0 3
3 3 0 6 100%
Notes: Percent values may not total exactly 100% due to rounding.
TABLE 10-2: COLLISION SUMMARY BY MONTH
Month Total
Number of Collisions Percent
January 0 0%
February 0 0%
March 2 33%
April 0 0%
May 1 17%
June 0 0%
July 0 0%
August 2 33%
September 1 17%
October 0 0%
November 0 0%
December 0 0%
Total 6 100%
Note: Percent values may not total exactly 100% due to rounding.
TABLE 10-3: COLLISION SUMMARY BY DAY OF WEEK
Day Total
Number of Collisions Percent
Monday 1 17%
Tuesday 0 0%
Wednesday 1 17%
Thursday 0 0%
Friday 2 33%
Saturday 1 17%
Sunday 1 17%
Total 6 100%
Note: Percent values may not total exactly 100% due to rounding.
TABLE 10-4: COLLISIONS SUMMARY BY TIME OF DAY
Time of Day Total
Number of Collisions Percent
0:00 – 2:59 0 0%
3:00 - 5:59 0 0%
6:00 - 8:59 0 0%
9:00 - 11:59 2 33%
12:00 - 14:59 0 0%
15:00 - 17:59 1 17%
18:00 - 20:59 2 33%
21:00 - 23:59 1 17%
Unknown 0 0%
Total 6 100%
Note: Percent values may not total exactly 100% due to rounding.
TABLE 10-5: COLLISION SUMMARY BY LIGHT CONDITIONS
Day Total
Number of Collisions Percent
Daylight 5 83%
Dark – Street Lights 1 17%
Total 6 100%
Note: Percent values may not total exactly 100% due to rounding.
TABLE 10-6: COLLISION TYPE SUMMARY
Collision Type Total
Number of Collisions Percent
Sideswipe 1 17%
Rear End 1 17%
Hit Object 3 50%
Other 1 17%
Total 6 100%
Notes: Percent values may not total exactly 100% due to rounding.
TABLE 10-7: VIOLATION TYPE SUMMARY
Violation Type Total
Number of Collisions Percent
DUI 1 17%
Following Too Closely 1 17%
Improper Passing 1 17%
Improper Turning 2 33%
Automobile Right of Way 1 17%
Total 6 100%
Note: Percent values may not total exactly 100% due to rounding.
EXHIBIT 10-1: COLLISION CLUSTER MAP
10.1 SAFETY REVIEW FINDINGS
Overall
• A total of 6 collisions were reported during the 5-year analysis period near the vicinity of the site driveway. • The majority of the collision types within the intersection are classified as “Hit Object” (50%, or 3 of the 6 collisions). The analysis shows that the “Hit Object” collisions occurred at different locations, thus indicating that a single fixed object is not likely to be a contributing factor. • Collisions predominately occurred during daylight hours (83%) and thus inadequate lighting did not contribute to the majority of collisions.
• The findings indicate a low number of collisions given the proximity to an interstate interchange. • The collisions reported do not indicate a specific safety concern within the area of analysis. • One collision was reported near the site driveway. This rear-end collision occurred on a weekday at 9 PM and the attributed cause of the collision was “following too closely.” The collision may have been impacted by speed variations due to the Abbeywood Avenue traffic signal, traffic approaching the I-605 interchange, or a right turn movement into the site driveway. A safety improvement is anticipated since an eastbound right turn lane is proposed as part of the Project, thus right turning traffic into the site will be removed from the eastbound traffic flow.
Injuries and Fatalities
• All collisionsreported within the vicinity of the site drivewayresulted in less than severe injuries.
Pedestrian- and Bicycle-Related
• There was one bicyclist related collision reported near the study driveway during the study time period. The collisions occurred between the study driveway and the I-605 southbound ramps. The collision occurred on Saturday September 15th, 2020 resulting in less than severe injuries to the bicyclist. The collision type was classified as “Other” and is shown as such in Exhibit 10-1. The violation type was Improper Passing for the motorist involved.
The Project proposes the use of an existing intersection along Beverly Boulevard to obtain site access. While the Project will contribute additional traffic to the site driveway, the volumes are relatively low given the site acreage. For additional discussion related to safe operations, refer to Section 12 (Design Elements) of this report for a discussion of sight distance as the Site Driveway / Beverly Boulevard Intersection (#1) Intersection and Section 15 (Findings and Recommendations) for a discussion of potential improvements which consider safety. A degradation in safety is not anticipated with the Project development.
Relation to Existing Plans
The City of Pico Rivera General Plan does not detail safety plans with regard to pedestrians and bicyclists. The City of Pico Rivera General Plan Circulation Element details goals and policies regarding the expansion and maintenance of nonmotorized facilities. Goal 5.1 details the desire to provide multimodal networks which serves all users by offering mobility option including vehicular travel, transit services, bicycle routes, and pedestrian paths. The proposed Project will maintain pedestrian access across the site driveway in accordance to the General Plan’s goals.
11 INTERSECTION CONTROL EVALUATION (ICE)
An intersection control evaluation (ICE) was conducted at the Site Driveway / Beverly Boulevard Intersection (#1) to determine the appropriate traffic control. The following analysis steps were conducted to support this analysis:
1) Step One (Assessment / Screening of Access Concepts) a. Conducted a planning-level review of the intersection to determine the feasibility of a roundabout alternative focusing on the daily entering traffic volumes. 2) Step Two (Project Level Analysis)
a. Warrant Analysis – Conducted a planning level traffic signal warrant analysis using the CA MUTCD b. Operational Screening – Conducted a roundabout traffic operations evaluation utilizing SIDRA analysis software for the Design Year conditions during the AM Peak Hour and the PM Peak Hour. Summarized a comparison of the traffic control options.
c. Roundabout feasibility review to examine the designs issues related to implementation of a roundabout at the site driveway intersection.
11.1 ICE STEP ONE ANALYSIS
Table 11-1 summarizes the Entering ADT guidance as documented in the Caltrans ICE Process Informational Guide – Traffic Operational Policy Directive #13-02 (August 2013). The entering ADT for Site Driveway / Beverly Boulevard Intersection (#1) during the Build-out Year (2042) Plus Project condition is projected to be approximately 45,000, thus the suggested intersection traffic control per the guidance is a Signal or a Roundabout, thus justifying further evaluation of the traffic control concept.
TABLE 11-1: SUGGESTED INTERSECTION CONTROL STRATEGIES BY TOTAL ADT ENTERING Total ADT Entering All-Way Stop
Control Signal Yield (Roundabout) Grade Separation
7,500 – 15,000 X X (Single-lane)
15,000 – 25,000 X X X (Single-lane)
25,000 – 80,000 X X (Multi-lane)
> 80,000 X
Source: Caltrans ICE Process Informational Guide – Traffic Operational Policy Directive #13-02 (August 2013)
11.2 ICE STEP TWO ANALYSIS
11.2.1 Warrant Analysis
As discussed previously, a planning level traffic signal warrant is not projected to be met at the Site Driveway / Beverly Boulevard Intersection (#1).
11.2.2 Operational Screening
SIDRA traffic operations analysis was conducted for a two-lane roundabout during the Build-out Year (2042) condition.
The results of the roundabout analysis show LOS C during the AM Peak Hour with an overall intersection delay of 16.7
seconds/vehicle and LOS B during the PM Peak Hour with an overall intersection delay of 14.5 seconds/vehicle. Sidra analysis worksheets are contained in Appendix L.
11.2.3 Roundabout Feasibility Review
11.2.3.1 Evaluation Criteria
This initial assessment of the roundabout alternative at the Site Driveway / Beverly Boulevard Intersection (#1)considers the physical requirements relative to the specific constraints of the Project and their practicality to implement.
Disadvantages of a roundabout control would be due to any one or more of the following:
• Right-of-way (R/W) acquisition
• Reconstruction of bridges
• Significant congestion through construction staging
The assessment has been performed in accordance with National Cooperative Highway Research Program (NCHRP) Report 672 entitled Roundabouts: An Informational Guide, 2nd ed. (NCHRP Guide 2) dated October 2010 and Traffic Operations Policy Directive (TOPD) Number 13-02.
11.2.3.2 Findings
The proximity of the roundabout intersection to the surrounding intersections and bridge is a concern. To the west, the spacing between the roundabout and Abbeywood Avenue is approximately 300 feet, which could potentially backup into the circulating roadway of the roundabout, impeding its operation. To the east, the spacing between the roundabout and the planned I-605 Southbound ramp intersection is approximately 375’, which does not meet the Caltrans Highway Design Manual criteria of 400’ minimum intersection spacing. The intersection spacing distance between the existing driveway to the I-605 Southbound Ramps intersection is currently non-standard and will be worsened with a roundabout improvement given the expanded footprint of the roundabout. Furthermore, the spacing between the roundabout and Railroad Overhead is less than 100 feet, which may require bridge reconstruction to allow for roadway chicaning to control vehicle speeds within the roundabout intersection.
Typical of any project, R/W acquisition can potentially generate project controversy and greatly increase project cost.
Implementing a roundabout control at the study intersection, with an inscribed circle diameter of 165 feet, a 10-foot parkway, and 6-foot sidewalks, would require significant R/W acquisition in all quadrants. Additionally, retaining walls would be required to minimize the amount of R/W acquisition.
Operationally, the majority of the intersection movements are eastbound and westbound along Beverly Boulevard, while there are minimal volumes along the Site Driveway. There are only 70 to 90 vehicles entering and exiting the site driveway during the peak hours. Throughout the entire day only approximately 800 vehicles entering or exiting the driveway. The proximity of the roundabout entry to the intersection of the RV Storage/Warehouse Access Roads is very closely spaced.
The merging of the two Access Roads would not work geometrically with the entry and exit of the roundabout intersection.
There have only been 6 collisions within the site driveway vicinity within the last 5-years. Of these collisions most were classified as “Hit Object” collisions. It is not expected that implementation of a roundabout would increase the frequency of collisions.
Given these issues including the potential impacts which have been identified and the geometric issues along the Site Driveway leg of the intersection, a roundabout is NOT considered to be a viable traffic control option for the Site Driveway / Beverly Boulevard Intersection (#1). Instead, the Site Driveway / Beverly Boulevard Intersection (#1) is proposed to continue to operate as a one-way stop-controlled condition, as currently exists. Adjacent to Site Driveway / Beverly Boulevard Intersection (#1), the new site connector intersection located west of the planned bridge over the railroad is proposed to operate as stop-controlled on the existing RV/boat/vehicle storage parcel and utility usage approach.
12 DESIGN ELEMENTS
12.1 SITE DRIVEWAY
Truck access to and from the site, sight distance, and truck circulation around the site were examined using truck turning templates. A California legal sized truck(50-foot radius) was utilized in the analysis. The review shows that limited area exists to maneuver around the turn at the south end of the new bridge over the rail lines. As a result of this analysis, the inside bend of the turn is recommended to be extended (shown via a purple line) to provide some additional flexibility for truck drivers to navigate the area. Appendix O contains full-size truck turning exhibits. Exhibit 12-1 shows that the northbound right turn movements out of the Site Driveway can be accommodated.
EXHIBIT 12-1: TRUCK TURNING TEMPLATES EXITING SITE DRIVEWAY - EASTBOUND Northbound Right Turn from Project Site
Northbound Right Turn from existing
Exhibit 12-2 shows that the northbound left turn movements out of the Site Driveway can be accommodated.
EXHIBIT 12-2: TRUCK TURNING TEMPLATES EXITING SITE DRIVEWAY - WESTBOUND Northbound Left Turn from Project Site
Northbound Left Turn from Existing
Exhibit 12-3 shows that the westbound left turn movementsinto the Site Driveway can be accommodated.
EXHIBIT 12-3: TRUCK TURNING TEMPLATES ENTERING SITE DRIVEWAY - WESTBOUND Westbound Left Turn to Project Site
Westbound Left Turn to Existing
Exhibit 12-4 shows that the eastbound right turn movements into the Site Driveway destined for the Project can be accommodated. The eastbound right turn into the existing uses will require the use of the opposing lane, as is currently the condition today. Under current conditions, trucks entering the driveway must make right turns from the center lane, using the both lanes of the driveway during entry, due to the sharp angle between the driveway and Beverly Boulevard.
EXHIBIT 12-4: TRUCK TURNING TEMPLATES ENTERING SITE DRIVEWAY - EASTBOUND Eastbound Right Turn to Project Site
Eastbound Right Turn to Existing Eastbound Right Turn to Existing (Current Condition)
Exhibit 12-5 shows the corner sight distance of 495 feet. This value was obtained from the Caltrans Highway Design Manual (HDM), Figure 504.3I. The collision history reviewed for this Project indicates that collisions near the Site Driveway are NOT consistent with a sight distance issue under existing conditions. The existing traffic signal at Beverly Boulevard/Abbeywood Avenue located 300 feet to the west of the Site Driveway creates gaps in the eastbound direction of travel. Once the Beverly Boulevard/I605 Southbound Ramps intersection has been constructed 275 feet to the east of the Site Driveway, gaps are anticipated to be created in the westbound direction of travel.
Full analysis of the future conditions would require field work as part of a gap study. The need for the gap study been identified for exiting left turning trucks to determine if an acceleration lane or sanctuary lane may be required under the Build condition. An additional study may be required after the Beverly Boulevard/I-605 Interchange improvement project has been constructed. Additionally, the westbound left turn sight distance is greater than the required 360 feet (HDM Table 201.1).
EXHIBIT 12-5: CORNER SIGHT DISTANCE
495’ 495’
Exhibits 12-6 through 12-9 show truck circulation patterns around the proposed site including trucks accessing docking bays. Four routing examples are shown. Appendix O contains full-size truck circulation exhibits. The exhibits demonstrate that trucks are able to successfully navigate the site.
EXHIBIT 12-6: SITE TRUCK CIRCULATION (ROUTE 1 –WEST SIDE TRUCK PARKING IN NEAREST TRUCK BAY) EXHIBIT 12-7: SITE TRUCK CIRCULATION (ROUTE 2 –WEST SIDE TRUCK PARKING IN FARTHEST TRUCK BAY )
EXHIBIT 12-8: SITE TRUCK CIRCULATION (ROUTE 3 – AROUND ENTIRE WAREHOUSE) EXHIBIT 12-9: SITE TRUCK CIRCULATION (ROUTE 4 – SOUTH SIDE TRUCK BAY PARKING)
12.2 RAIL CROSSING CONSIDERATIONS
Site access is provided at the existing intersection on Beverly Boulevard where the site driveway splits into two access roadways, one to provide access to the existing RV/boat/vehicle storage parcel and utility usage, and a new second driveway which will provide access to the Project. The new site access roadway will include a new bridge over the existing three UPRR rail lines. The bridge will be a single-span precast/prestressed concrete girder bridge on high-cantilever seat abutments and will carry two 12’ travel lanes, an 8’10” and an 8’9” shoulder, a sidewalk, and a 12” diameter water line.
Coordination has been ongoing with the site developer and the railroad. The bridge is currently under design. UPRR approved the concept plans for the bridge in July 2020.
13 PARKING REVIEW
On-site parking analysis was conducted to determine the number of required parking spaces for the proposeduses based on zoning code. Table 13-1 summarizes the parking to be provided. Parking stalls will accommodate motor vehicles while trucks will park at the docks adjacent to the warehouse building. Given that the site is not located adjacent to other uses, the parking that is provided will only serve the proposed Project.
TABLE 13-1: SITE PARKING SUMMARY
Land Use Required
Rate
Number of Parking Stalls
Parking Required Parking Provided
Warehouse
Warehouse: Office (5,000 SF) 1/200 25 --
Warehouse: Mezzanine (5,000 SF) 1/200 25 --
Warehouse (347,903 SF) 1/1000 348 --
Total 398 --
Copy, Print, Express Ship Store
Store (2,500 SF) 1/250 10 --
Total 10 --
Total Vehicular Parking -- 408 425
-- Bicycle Parking -- 22 22
Notes: (1) Parking requirement for warehouse building based on building footprint area. (2) Bicycle parking requirement based on the 2019 California Green Building Standards Code (Section 5.106.4).
14 TRUCK ACTIVITY DURING CONSTRUCTION
As assessment of the truck activity during construction was conducted. The anticipated Project construction schedule is shown in Table 14-1.
TABLE 14-1: ANTICIPATED CONSTRUCTION SCHEDULE
Month Activity / Stage Number of Trucks Per Day
1 June 2022 Grading 60
2 July 2022 Grading 60
3 August 2022 Grading 60
4 September 2022 Grading 60
5 October 2022 Grading 60
6 November 2022 Grading 60
7 December 2022 Building 45
8 January 2023 Building 45
9 February 2023 Building 45
10 March 2023 Building 45
11 April 2023 Building 45
12 May 2023 Building 45
13 June 2023 Building 45
14 July 2023 Paving 40
15 August 2023 Painting 30
16 September 2023 Opening 30
Construction of the new bridge over the railroad is planned prior to construction of the site. Access to the site for bridge construction will occur via the I-605 Southbound Ramp, the existing rail bridge over I-605, or Eduardo Avenue.
Mobilization is anticipated to occur during one day at the start of construction to deliver equipment and materials. Bridge construction is planned to occur over a 60-day period. The new bridge over the railroad would then be used by construction trucks needed for development of the site.
Site construction activity is anticipated to occur weekdays between the hours of 7 AM to 7 PM. Travel to/from the site is projected to include both construction workers and truck trips. A consistent number of 50 workers are anticipated on-site throughout the construction time period.
The highest levels of truck traffic to/from the site are anticipated during the grading stage. During that time period, 60 trucks per day are projected, thus resulting in 120 truck trips per day. While additional truck trips to/from this area are anticipated during the other construction stages, the truck trips that are anticipated to occur will be less than the grading stage. Truck trips will likely be regional in nature and travel to/from the I-605 corridor and beyond. Construction activity is anticipated to occur throughout the typical working day.
Detours are not anticipated during construction, however lane closures along Beverly Boulevard may be required at times.
Access to the adjacent existing land uses that share Beverly Boulevard are not anticipated to be affected during construction activities. Construction traffic is projected to be lower than anticipated Project traffic, thus no operational impacts are anticipated during construction.
15 FINDINGS AND RECOMMENDATIONS
Traffic Operations Analysis Results – Intersections
The results of the intersection operations analysis show that all City of Pico Rivera and City of Whittier studyintersections are projected to operate below v/c difference thresholds under all scenarios with the exception of the Site Driveway / Beverly Boulevard Intersection (#1) which is projected to exceed v/c difference thresholds under the Build-out Year (2042) Plus Project scenario. At each of the Caltrans study intersections, no change is LOS is projected between the baseline and Plus Project conditions for all scenarios.
Traffic Operations Analysis Results – Roadway Segment
The results of the segment operations analysis show that the segment of Beverly Boulevard near the Project is currently over LOS D capacity and is projected to continue to operate over LOS D capacity under all analysis scenarios. The fourlane cross-section assumed near the Project site driveway is consistent with the I-605/Beverly Boulevard Interchange project.
Queuing
Queuing in the area of the Project driveway is anticipated to be minimal under the Cumulative Conditions (2022) (W/O I605 Interchange Improvements). With the planned I-605 Interchange Improvements, including the planned signalized intersection at the I-605 Southbound Ramps, traffic is projected to queue back in the eastbound direction past the site driveway intersection towards the signal at Abbeywood Avenue under both the Cumulative Conditions (2022) and Buildout Year (2042) conditions. This queuing is projected to occur during the baseline and Plus Projectconditions.
Safety
A total of 6 collisions were reported during the 5-year analysis period near the vicinity of the site driveway. The majority of the collision types within the intersection are classified as “Hit Object” (50%, or 3 of the 6 collisions). The analysis shows that the “Hit Object” collisions occurred at different locations, thus indicating that a single fixed object is not likely to be a contributing factor. All collisions reported within the vicinity of the site driveway resulted in less than severe injuries.
The Project will take access from an existing intersection along Beverly Boulevard. While the Project will contribute additional traffic to the site driveway, the volumes are relatively low given the site acreage. A degradation in safety is not anticipated with the project development.
Intersection Control Evaluation
An assessment of the intersection control at the Site Driveway / Beverly Boulevard Intersection (#1) shows that a traffic signal warrant is not projected to be met. Additionally, a roundabout is not considered to be a viable traffic control option at this intersection due to geometric issues. The proposed traffic control at this location is one-way stop-controlled on the Site Driveway approach.
Design Elements
A review of the design related elements showed that truck turning movements are projected to be accommodated at both the site driveway and within the site circulation patterns. Sight distance is anticipated to be similar to existing conditions.
During the development of this report, slight modifications were made to the site design based on the findings of the design elements review, specifically relative to the circulation of heavy vehicles. These revisions, including the relocation of parking to provide adequate turning area for trucks, have been incorporated into the latest version of the site plan.
Rail Crossing
Coordination has been ongoing with the site developer and the railroad. The bridge is currently under design. UPRR approved the concept plans for the bridge in July 2020.
Truck Activity During Construction
Additional construction truck activity is anticipated during construction, however construction is relatively short-term at only 16 months. Construction traffic is projected to be lower than anticipated Project traffic, thus no operational impacts are anticipated during construction.
On-Site Parking
The parking provided will slightly exceed the parking required by City of Pico Rivera code. Bicycle parking will be provided in addition to motor vehicle parking.
Recommended Improvements
The following findings are based on the operations analysis results:
Threshold Exceeded Condition #1 – Site Driveway / Beverly Boulevard Intersection (#1) during the Build-out Year (2042) PM Peak Hour.
Proposed Improvement #1A – In addition to the planned Project features of including an eastbound right turn lane into the site and extending the westbound left turn storage lane, restriping the northbound driveway approach to provide two exiting lanes (one right turn and one left turn) will result in an allowable v/c change between the baseline and Plus Project conditions.
While Proposed Improvement #1Awould not exceed threshold differences in v/c at the Beverly Boulevard / Site Driveway Intersection (#1), other potential improvements could be considered as discussed below. Either of these options below could be combined with Proposed Improvement #1A, however Option A and Option B should not be combined with one another unless time or vehicle classification restrictions were considered under Option B.
Other Potential Improvement Option A – Construct a sanctuary lane on Beverly Boulevard to accommodate left turning vehicles exiting the site driveway. The sanctuary lane provides an area where left turning traffic can enter before merging with conflicting traffic.
Other Potential Improvement Option B – Restrict left-turn movement for traffic exiting the site driveway. This option would require further consideration since it would not only impact access from the proposed Project, but also from existing land uses. Additionally, this potential restriction could only apply to trucks.
Proposed Improvement #1B – The addition of the Other Potential Improvement Option A (sanctuary lane) and/or Other Potential Improvement Option B (left turn restrictions) at the Site Driveway / Beverly Boulevard Intersection (#1) shall be predicated on a post opening traffic study provided by the developer’s traffic engineer or a traffic engineer selected by the City to analyze left turn movements in and out of the development and the general operation of the driveway. The study is to include a queuing analysis and gap study. If the study finds that left turn gaps are not adequate, left turn restrictions shall be implemented. A post opening traffic will also be required after construction of the I-605/Beverly Boulevard Interchange improvement project if the development opening day occurs prior to interchange improvement implementation.
An improvement is proposed given the results of the queuing analysis.
Threshold Exceeded Condition #2 –Queuing is projected through the Site Driveway / Beverly Boulevard Intersection (#1) during conditions where the I-605 Interchange Improvement project has been constructed both without and with the proposed Project.
Proposed Improvement #2 – Add “Do Not Block” pavement marking along Beverly Boulevard to ensure exiting Project traffic maintains access to all movements. This improvement shall be provided regardless of the post opening study identified under Improvement #1B.
CEQA VMT Assessment
The VMT assessment for the proposed Project is contained in a separate document.
Appendix A:
Site Plan
1. PROVIDE APPROVED SIGNS OR OTHER APPROVED NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING - FIRE LANE. SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE
APPARATUS ACCESS ROADS, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD, OR PROHIBIT THE OBSTRUCTION THEREOF AND AT INTERVALS, AS REQUIRED BY THE FIRE INSPECTOR. FIRE CODE 503.3.
2. SHOULD SECURITY GATES BE PROVIDED, MAINTAIN A MINIMUM ACCESS WIDTH OF 28 FEET. THE SECURITY
GATE SHALL BE PROVIDED WITH AN APPROVED MEANS OF EMERGENCY OPERATION, AND SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES AND REPLACED OR REPAIRED WHEN DEFECTIVE. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR
AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F220. GATES SHALL BE OF THE SWINGING OR SLIDING TYPE. CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY ONE PERSON. FIRE CODE 503.6.
3. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION
SHALL BE PROVIDED AN MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF
0.5 INCH. FIRE CODE 505.1.
4. FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS. TEMPORARY SIGNS SHALL BE
INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES. SIGNS SHALL BE OF AN APPROVED SIZE, WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. FIRE CODE 505.2.
5. AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.
6. ALL FIRE HYDRANTS SHALL MEASURE 6” X 4” X 2-1/2”, BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.
7. A RECEIPT FROM THE WATER PURVEYOR THAT SHOWS THAT ALL FUNDS HAVE BEEN PAID FOR THE INSTALLATION AND/OR UPGRADE OF THE REQUIRED PUBLIC FIRE HYDRANTS IS REQUIRED. ALSO, A LETTER
FROM THE WATER PURVEYOR OR INSTALLING CONTRACTOR THAT INDICATES THE APPROXIMATE DATE THE
WORK WILL BE STARTED AND COMPLETED
8. FOR THE FIRE HYDRANTS IS REQUIRED.
9. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION. FIRE CODE 501.4.
10. PLANS SHOWING UNDERGROUND PIPING FOR PRIVATE ON-SITE FIRE HYDRANTS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE CODE 901.2, COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 7.
11. PROJECT SHALL COMPLY WITH REGULATION 27.
FIRE NOTES
1. ANY GROUND MOUNTED EQUIPMENT VISIBLE FROM STREET OR ADJACENT PROPERTY IS REQUIRED TO BE
SCREENED WITH A SOLID STRUCTURE / ADDITIONAL LANDSCAPE AS ACCEPTABLE TO THE CITY AGENCY OR UTILITY COMPANY.
2. ALL ROOF MOUNTED EQUIPMENT NEEDS TO BE SCREENED BY A PARAPET WALL.
3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE AT THIS TIME.
4. THERE ARE NO PROTECTED PLANTS ON SITE.
5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE INTERIOR OF THE BUILDING ENVELOPE.
6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE CURB.
7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING CONFORMANCE WITH MINIMUM FOOTCANDLE LEVELS STANDARDS.
8. FIXTURES SHALL BE SHIELDED HIGH PRESSURE SODIUM.
GENERAL NOTES
NET SITE AREA:
BUILDING AREA:
WAREHOUSE FOOTPRINT
WAREHOUSE MEZANINE
WAREHOUSE OFFICE
WAREHOUSE TOTAL:
PRINT SHOP TOTAL:
TOTAL BUILDING AREA:
NET LOT COVERAGE:
F.A.R.:
PARKING REQUIRED:
WAREHOUSE OFFICE (5,000 SF)
MEZZANINE (5,000 SF)
WAREHOUSE (342,903 SF)
WAREHOUSE PARKING TOTAL:
PRINT SHOP (2,500 SF) 1/250
TOTAL REQUIRED:
PARKING PROVIDED:
WAREHOUSE ACCESSIBLE STALLS
WAREHOUSE STANDARD STALLS
WAREHOUSE TOTAL:
PRINT SHOP
TOTAL PROVIDED:
*COMPACT PARKING ALLOWED 25% - PROVIDED 68 STALLS
BYCICLE PARKING PROVIDED (5% OF REQUIRED PARKING)
ACCESSIBLE PARKING REQUIRED
WAREHOUSE (401-500 STALLS)
PRINT SHOP (26-50 STALLS)
TOTAL REQUIRED:
DESIGNATED PARKING FOR CLEAN AIR VEHICLES
WAREHOUSE (201 & OVER 8%)
PRINT SHOP (26-50 STALLS)
TOTAL REQUIRED:
PROJECT DATA
WAREHOUSE/RETAIL LANDSCAPE
PROVIDED
BRIDGE AREA LANDSCAPE PROVIDED
TOTAL:
19 AC. (827,640 SF)
347,903 SF
5,000 SF
5,000 SF
357,903 SF
2,500 SF
360,403 SF
43%
0.44 1/200 25 STALLS
1/200 25 STALLS
1/1000 343 STALLS
393 STALLS
10 STALLS
403 STALLS
8 STALLS
385 STALLS
393 STALLS
24 STALLS
415 STALLS*
22 SPACES
9 SPACES
2 SPACES
11 SPACES
33 SPACES
3 SPACES
36 SPACES
74,805 SF
10,905 SF
85,710 SF (10%)
ASSESOR'S PARCEL NUMBERS
8129-001-006; 8219-001-007; 8130-024-001; 8130-024-002; 8130-024-006; 8130-024-007; 8130-024-008; 8130-024-009; 8130-024-010; 8130-024-011
ZONING INFORMATION
WAREHOUSE:
BUILDING:
BUILDING HEIGHT:
BUILDING INT. CLR HEIGHT:
STORIES:
CONSTRUCTION TYPE:
OCCUPANCY:
ZONE:
DOCK DOORS:
GRADE DOORS:
WAREHOUSE / OFFICE
60'
50'
1 STORY
III-B
S-1 / F-1 / B
IPD - INDUSTRIAL PLANNED DEVELOPEMENT
52 2
LEGAL DESCRIPTION
TBD
DEVELOPER / OWNER
IN SITE PROPERTY GROUP
811 N. CATALINA AVENUE, SUITE 1306
RREDONDO BEACH, CA 92677
CONTACT: BRIAN SORENSEN
PH: 866-521-8292
PREPARED BY
RGA - OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY, SUITE 100
IRVINE, CA 92618
CONTACT: CHRIS SAVAGE
PH: 949-341-0920
PRINT SHOP:
BUILDING:
BUILDING HEIGHT:
BUILDING INT. CLR HEIGHT:
STORIES:
CONSTRUCTION TYPE:
OCCUPANCY:
ZONE:
PRINT SHOP
27'
20'
1 STORY
V-B
B
IPD - INDUSTRIAL PLANNED DEVELOPEMENT
SUBJECT SITE
VICINITY MAP
SAN GABRIEL RIVER FREEWAY ROUTE 66
BEVERLY
BOULEVARD
OBREGO STREET
EDUARDO AVE.
WAREHOUSE BUILDING
352,903 SF
PRINT SHOP
2,500 SF
RGA PROJECT NO:
CONSULTANT
OWNER PROJECT NO:
DRAWN BY:
CHEK'D BY:
COPYRIGHT
RGA, OFFICE OF ARCHITECTURAL DESIGN
SHEET TITLE:
PROJECT NAME
PROFESSIONAL SEALS
SHEET:
OWNER
A1-1P
OVERALL SITE PLAN
BEVERLY BLVD. /
605 FREEWAY
CS
CP
20068-00
BEVERLY BLVD & 605 FREEWAY
PICO RIVERA, CA 90660
OWNER / DEVELOPER:
InSite PROPERTY GROUP
BRIAN SORENSEN -
866-521-8292
811 N. CATALINA AVENUE,
SUITE 1306 REDONDO BEACH
CA 92677
-
MARK DATE DESCRIPTION
PS 08/26/2020 PLANNING SUBMITTAL
PS1 10/30/2020 PLANNING SUBMITTAL REV
PS2 11/13/2020 PLANNING SUBMITTAL REV
PS3 01/25/2021 PLAMMIMG SUBMITTAL REV
1 1" = 80'-0"
OVERALL SITE PLAN
Page A-1
SAN GABRIEL RIVER FREEWAY ROUTE 66
WAREHOUSE BUILDING
352,903 SF
+ 5,000 SF MEZZ
357,903 SF GFA
52 DOCK DOORS
50' CLEAR
TYPE III-B
ESFR
34 DOCK DOORS
12 COMPACT
5 31
3 HR RATED
18 D
O
C
K
D
O
O
R
S
MAIN
OFFICE 22
25 28
10 14
30 RAMP
RA
M
P
9 9
1 5
10 10
13 13
12 11
63'-0" 40'-0" 20'-0"
14 22
21 21
3 7
8 11
12 12
12 13
5 20'-0" 26'-0" 20'-0" 20'-0" 26'-0" 20'-0" 20'-0"
20'-0"
2 5 4 3
28'-0"
20'-0"
20'-0"
124'-0" 26'-0" 40'-0" 26'-0" 40'-0" 26'-0" 29'-0" 27'-0" 4 20'-0"
20'-0"
198'-0" 28'-4"
189'-0" 32'-0"
72'-0"
40'-0" 26'-0"
15 16
15 16
16 15
17 17
18'-0" 26'-0"
26'-0"
15'-0" 99'-0"
108'-0" 9'-0"
25'-0" 117'-0" 36'-0"
PRINT SHOP
2,500 SF
6'-0" 35'-0" 16'-0" 6'-0"
160'-0"
103'-4"
26'-0"
90'-0" 60'-0"
273'-6" 24'-0"
1026'-0"
345'-0" 6'-0" 28'-0" 7'-0"
1. NEW TYPE III-B CONCRETE TILT-UP WAREHOUSE / OFFICE FACILITY.
2. PRIMARY BUILDING ENTRANCE.
3. PAINTED 9' X 10' DOCK HIGH METAL TRUCK DOORS.
4. PAINTED 12' X 14' GRADE LEVEL METAL TRUCK DOORS.
5. PAINTED 3' X 7' METAL ACCESS MAN DOORS.
6. STRUCTURAL BUILDING COLUMN.
7. STOREFRONT: GLAZING SET IN CLEAR ANODIZED ALUMINUM 2" X 4 1/4" MIN. OFF-SET
GLAZING SYSTEM
8. CONCRETE TILT-UP SCREEN WALL. PAINT TO MATCH BUILDING.
9. PYLON SIGN - MIN CLR HEIGHT 15'-0"
10. ACCESSIBLE PATH OF TRAVEL FROM R.O.W.
11.10'-0" HGT SCREEN WALL.
12. 8'-0" HGT FENCE.
13. SLIDING GATE.
14. TRASH ENCLOSURE.
15. TYPICAL STANDARD PARKING STALL.
16. SHADED AREA: PROPOSED IRRIGATED LANDSCAPE.
17. CONCRETE SIDEWALK.
KEYNOTES 000
RGA PROJECT NO:
CONSULTANT
OWNER PROJECT NO:
DRAWN BY:
CHEK'D BY:
COPYRIGHT
RGA, OFFICE OF ARCHITECTURAL DESIGN
SHEET TITLE:
PROJECT NAME
PROFESSIONAL SEALS
SHEET:
OWNER
A1-2P
SITE PLAN - WAREHOUSE
BEVERLY BLVD. /
605 FREEWAY
Checker
Author
20068-00
BEVERLY BLVD & 605 FREEWAY
PICO RIVERA, CA 90660
OWNER / DEVELOPER:
InSite PROPERTY GROUP
BRIAN SORENSEN -
866-521-8292
811 N. CATALINA AVENUE,
SUITE 1306 REDONDO BEACH
CA 92677
Approver
MARK DATE DESCRIPTION
PS 08/26/2020 PLANNING SUBMITTAL
PS1 10/30/2020 PLANNING SUBMITTAL REV
1 1" = 50'-0"
WAREHOUSE SITE PLAN
Page A-2
Appendix B:
Approved Scoping Agreement
Page B-1
Page B-2
Page B-3
Page B-4
Page B-5
Page B-6
Page B-7
Page B-8
Page B-9
Page B-10
Page B-11
Page B-12
Page B-13
Page B-14
Page B-15
Page B-16
Page B-17
Page B-18
Page B-19
Page B-20
Appendix C:
Traffic Count Data
Counts
2014
Page C-1
Day: City: Pico Rivera
Date: Project #: CA14_5220_001
NB SB EB WB
00 13,036 12,317
AM Period NB SB EB WB NB SB EB WB
00:00 30 22 52 139 139 278
00:15 25 15 40 175 164 339
00:30 29 15 44 180 146 326
00:45 12 96 20 72 32 168 163 657 157 606 320 1263
01:00 7 9 16 187 172 359
01:15 16 8 24 155 174 329
01:30 8 10 18 157 177 334
01:45 8 39 5 32 13 71 166 665 138 661 304 1326
02:00 6 14 20 198 176 374
02:15 9 11 20 181 178 359
02:30 13 14 27 215 139 354
02:45 9 37 14 53 23 90 253 847 169 662 422 1509
03:00 12 13 25 240 169 409
03:15 12 10 22 291 188 479
03:30 15 15 30 289 180 469
03:45 23 62 16 54 39 116 280 1100 175 712 455 1812
04:00 20 15 35 321 172 493
04:15 23 21 44 327 156 483
04:30 40 29 69 341 165 506
04:45 30 113 36 101 66 214 323 1312 180 673 503 1985
05:00 34 42 76 301 154 455
05:15 53 51 104 347 196 543
05:30 61 86 147 360 188 548
05:45 57 205 122 301 179 506 322 1330 168 706 490 2036
06:00 90 121 211 353 208 561
06:15 85 205 290 328 146 474
06:30 106 240 346 327 184 511
06:45 101 382 269 835 370 1217 295 1303 196 734 491 2037 07:00 113 337 450 244 176 420
07:15 127 305 432 207 156 363
07:30 173 309 482 175 141 316
07:45 178 591 318 1269 496 1860 170 796 140 613 310 1409 08:00 153 257 410 145 121 266
08:15 132 271 403 132 112 244
08:30 143 245 388 128 127 255
08:45 144 572 254 1027 398 1599 120 525 104 464 224 989 09:00 117 238 355 109 121 230
09:15 127 176 303 98 97 195
09:30 136 163 299 118 88 206
09:45 139 519 175 752 314 1271 77 402 82 388 159 790
10:00 153 140 293 77 70 147
10:15 113 136 249 65 85 150
10:30 111 135 246 68 60 128
10:45 141 518 161 572 302 1090 53 263 48 263 101 526
11:00 120 160 280 56 65 121
11:15 113 148 261 45 33 78
11:30 161 149 310 37 25 62
11:45 140 534 161 618 301 1152 30 168 26 149 56 317
TOTALS 3668 5686 9354 9368 6631 15999
SPLIT % 39.2% 60.8% 36.9% 58.6% 41.4% 63.1%
NB SB EB WB
00 13,036 12,317
AM Peak Hour 07:30 07:00 07:00 17:15 17:15 17:15
AM Pk Volume 636 1269 1860 1382 760 2142
Pk Hr Factor 0.893 0.941 0.938 0.960 0.913 0.955
7 ‐ 9 Volume 00 1163 2296 3459 00 2642 1379 4021
7 ‐ 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45
7 ‐ 9 Pk Volume 0 0 636 1269 1860 0 0 1331 718 2049
Pk Hr Factor 0.000 0.000 0.893 0.941 0.938 0.000 0.000 0.924 0.916 0.935 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Beverly Blvd from West City Limit to Rosemead Blvd
21:30
21:45
22:00
Total
25,353
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
25,353
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Page C-2
Day: City: Pico Rivera
Date: Project #: CA14_5220_001
NB SB EB WB
00 13,036 12,317
AM Period NB SB EB WB NB SB EB WB
00:00 30 22 52 139 139 278
00:15 25 15 40 175 164 339
00:30 29 15 44 180 146 326
00:45 12 96 20 72 32 168 163 657 157 606 320 1263
01:00 7 9 16 187 172 359
01:15 16 8 24 155 174 329
01:30 8 10 18 157 177 334
01:45 8 39 5 32 13 71 166 665 138 661 304 1326
02:00 6 14 20 198 176 374
02:15 9 11 20 181 178 359
02:30 13 14 27 215 139 354
02:45 9 37 14 53 23 90 253 847 169 662 422 1509
03:00 12 13 25 240 169 409
03:15 12 10 22 291 188 479
03:30 15 15 30 289 180 469
03:45 23 62 16 54 39 116 280 1100 175 712 455 1812
04:00 20 15 35 321 172 493
04:15 23 21 44 327 156 483
04:30 40 29 69 341 165 506
04:45 30 113 36 101 66 214 323 1312 180 673 503 1985
05:00 34 42 76 301 154 455
05:15 53 51 104 347 196 543
05:30 61 86 147 360 188 548
05:45 57 205 122 301 179 506 322 1330 168 706 490 2036
06:00 90 121 211 353 208 561
06:15 85 205 290 328 146 474
06:30 106 240 346 327 184 511
06:45 101 382 269 835 370 1217 295 1303 196 734 491 2037 07:00 113 337 450 244 176 420
07:15 127 305 432 207 156 363
07:30 173 309 482 175 141 316
07:45 178 591 318 1269 496 1860 170 796 140 613 310 1409 08:00 153 257 410 145 121 266
08:15 132 271 403 132 112 244
08:30 143 245 388 128 127 255
08:45 144 572 254 1027 398 1599 120 525 104 464 224 989 09:00 117 238 355 109 121 230
09:15 127 176 303 98 97 195
09:30 136 163 299 118 88 206
09:45 139 519 175 752 314 1271 77 402 82 388 159 790
10:00 153 140 293 77 70 147
10:15 113 136 249 65 85 150
10:30 111 135 246 68 60 128
10:45 141 518 161 572 302 1090 53 263 48 263 101 526
11:00 120 160 280 56 65 121
11:15 113 148 261 45 33 78
11:30 161 149 310 37 25 62
11:45 140 534 161 618 301 1152 30 168 26 149 56 317
TOTALS 3668 5686 9354 9368 6631 15999
SPLIT % 39.2% 60.8% 36.9% 58.6% 41.4% 63.1%
NB SB EB WB
00 13,036 12,317
AM Peak Hour 07:30 07:00 07:00 17:15 17:15 17:15
AM Pk Volume 636 1269 1860 1382 760 2142
Pk Hr Factor 0.893 0.941 0.938 0.960 0.913 0.955
7 ‐ 9 Volume 00 1163 2296 3459 00 2642 1379 4021
7 ‐ 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45
7 ‐ 9 Pk Volume 0 0 636 1269 1860 0 0 1331 718 2049
Pk Hr Factor 0.000 0.000 0.893 0.941 0.938 0.000 0.000 0.924 0.916 0.935 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Beverly Blvd from West City Limit to Rosemead Blvd
21:30
21:45
22:00
Total
25,353
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
25,353
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Page C-3
Day: City: Pico Rivera
Date: Project #: CA14_5220_002
NB SB EB WB
00 15,616 14,680
AM Period NB SB EB WB NB SB EB WB
00:00 33 22 55 149 157 306
00:15 31 12 43 199 158 357
00:30 26 25 51 169 190 359
00:45 16 106 22 81 38 187 216 733 169 674 385 1407
01:00 12 17 29 204 174 378
01:15 20 8 28 173 189 362
01:30 13 7 20 195 178 373
01:45 8 53 9 41 17 94 209 781 158 699 367 1480
02:00 7 14 21 210 181 391
02:15 11 11 22 222 185 407
02:30 13 20 33 247 190 437
02:45 5 36 14 59 19 95 262 941 225 781 487 1722
03:00 10 11 21 299 163 462
03:15 12 20 32 326 197 523
03:30 18 14 32 337 215 552
03:45 26 66 14 59 40 125 344 1306 212 787 556 2093
04:00 24 23 47 320 213 533
04:15 23 21 44 381 187 568
04:30 43 38 81 387 230 617
04:45 46 136 48 130 94 266 385 1473 197 827 582 2300
05:00 48 59 107 403 190 593
05:15 60 76 136 390 255 645
05:30 82 127 209 469 275 744
05:45 78 268 146 408 224 676 431 1693 224 944 655 2637
06:00 107 171 278 446 204 650
06:15 106 274 380 422 203 625
06:30 120 332 452 395 194 589
06:45 124 457 363 1140 487 1597 387 1650 209 810 596 2460 07:00 132 414 546 281 182 463
07:15 146 394 540 255 149 404
07:30 218 406 624 226 149 375
07:45 254 750 400 1614 654 2364 214 976 144 624 358 1600 08:00 186 369 555 198 156 354
08:15 158 344 502 165 126 291
08:30 152 311 463 163 129 292
08:45 151 647 287 1311 438 1958 154 680 113 524 267 1204 09:00 151 278 429 130 136 266
09:15 164 214 378 106 110 216
09:30 139 197 336 112 102 214
09:45 172 626 217 906 389 1532 99 447 94 442 193 889
10:00 158 183 341 99 90 189
10:15 127 148 275 96 89 185
10:30 156 158 314 90 75 165
10:45 168 609 177 666 345 1275 80 365 64 318 144 683
11:00 162 157 319 60 71 131
11:15 138 173 311 48 40 88
11:30 156 156 312 45 28 73
11:45 169 625 181 667 350 1292 39 192 29 168 68 360
TOTALS 4379 7082 11461 11237 7598 18835
SPLIT % 38.2% 61.8% 37.8% 59.7% 40.3% 62.2%
NB SB EB WB
00 15,616 14,680
AM Peak Hour 07:30 07:00 07:15 17:30 17:15 17:15
AM Pk Volume 816 1614 2373 1768 958 2694
Pk Hr Factor 0.803 0.975 0.907 0.942 0.871 0.905
7 ‐ 9 Volume 00 1397 2925 4322 00 3166 1771 4937
7 ‐ 9 Peak Hour 07:30 07:00 07:15 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0 0 816 1614 2373 0 0 1693 944 2637
Pk Hr Factor 0.000 0.000 0.803 0.975 0.907 0.000 0.000 0.902 0.858 0.886 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Beverly Blvd from Rosemead Blvd to East City Limit
21:30
21:45
22:00
Total
30,296
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
30,296
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
Page C-4
Day: City: Pico Rivera
Date: Project #: CA14_5220_003
NB SB EB WB
00 1,777 1,412
AM Period NB SB EB WB NB SB EB WB
00:00 1 3 4 16 18 34
00:15 3 4 7 18 22 40
00:30 0 3 3 20 20 40
00:45 0 4 0 10 0 14 27 81 22 82 49 163
01:00 0 3 3 14 19 33
01:15 0 0 0 24 11 35
01:30 0 0 0 23 22 45
01:45 0 1 4 1 4 17 78 28 80 45 158
02:00 0 4 4 28 32 60
02:15 2 2 4 32 21 53
02:30 2 2 4 44 23 67
02:45 0 4 2 10 2 14 27 131 20 96 47 227
03:00 1 0 1 28 26 54
03:15 1 0 1 45 27 72
03:30 1 0 1 59 39 98
03:45 4 7 1 1 5 8 37 169 28 120 65 289
04:00 3 1 4 47 37 84
04:15 3 0 3 34 22 56
04:30 4 1 5 25 25 50
04:45 5 15 1 3 6 18 42 148 28 112 70 260
05:00 5 1 6 44 22 66
05:15 6 4 10 43 39 82
05:30 7 5 12 43 33 76
05:45 13 31 2 12 15 43 34 164 34 128 68 292
06:00 13 3 16 27 43 70
06:15 13 4 17 28 38 66
06:30 12 6 18 28 31 59
06:45 21 59 8 21 29 80 25 108 30 142 55 250
07:00 29 10 39 28 29 57
07:15 45 10 55 24 20 44
07:30 47 28 75 27 25 52
07:45 51 172 34 82 85 254 25 104 31 105 56 209
08:00 50 30 80 22 22 44
08:15 31 18 49 26 27 53
08:30 25 18 43 17 22 39
08:45 27 133 16 82 43 215 19 84 16 87 35 171
09:00 19 7 26 15 6 21
09:15 13 12 25 9 9 18
09:30 18 14 32 10 17 27
09:45 25 75 9 42 34 117 6 40 13 45 19 85
10:00 19 10 29 4 9 13
10:15 17 17 34 7 6 13
10:30 18 6 24 1 9 10
10:45 23 77 14 47 37 124 1 13 4 28 5 41
11:00 14 8 22 2 4 6
11:15 16 16 32 3 4 7
11:30 27 14 41 0 1 1
11:45 16 73 20 58 36 131 2 7 6 15 8 22
TOTALS 650 372 1022 1127 1040 2167
SPLIT % 63.6% 36.4% 32.0% 52.0% 48.0% 68.0%
NB SB EB WB
00 1,777 1,412
AM Peak Hour 07:15 07:30 07:15 15:15 17:15 15:15
AM Pk Volume 193 110 295 188 149 319
Pk Hr Factor 0.946 0.809 0.868 0.797 0.866 0.814
7 ‐ 9 Volume 00 305 164 469 00 312 240 552
7 ‐ 9 Peak Hour 07:15 07:30 07:15 16:45 17:00 16:45
7 ‐ 9 Pk Volume 0 0 193 110 295 0 0 172 128 294
Pk Hr Factor 0.000 0.000 0.946 0.809 0.868 0.000 0.000 0.977 0.821 0.896 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
3,189
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Beverly Rd from West City Limit to Paramount Blvd
21:30
21:45
22:00
Total
3,189
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-5
Day: City: Pico Rivera
Date: Project #: CA14_5220_004
NB SB EB WB
00 3,635 3,253
AM Period NB SB EB WB NB SB EB WB
00:00 4 2 6 59 43 102
00:15 3 5 8 49 36 85
00:30 7 2 9 32 41 73
00:45 1 15 2 11 3 26 48 188 40 160 88 348
01:00 0 3 3 57 48 105
01:15 1 1 2 52 43 95
01:30 0 4 4 42 50 92
01:45 0 1 0 8 0 9 42 193 35 176 77 369
02:00 2 3 5 51 54 105
02:15 1 2 3 53 58 111
02:30 5 1 6 70 59 129
02:45 4 12 1 7 5 19 87 261 92 263 179 524
03:00 0 1 1 63 76 139
03:15 3 2 5 58 43 101
03:30 5 10 15 79 45 124
03:45 5 13 3 16 8 29 87 287 60 224 147 511
04:00 4 2 6 95 60 155
04:15 9 3 12 86 45 131
04:30 10 3 13 100 69 169
04:45 11 34 9 17 20 51 81 362 65 239 146 601
05:00 8 8 16 79 68 147
05:15 8 16 24 115 54 169
05:30 10 28 38 92 61 153
05:45 19 45 25 77 44 122 88 374 64 247 152 621
06:00 17 22 39 97 49 146
06:15 26 37 63 71 62 133
06:30 21 25 46 71 65 136
06:45 31 95 49 133 80 228 62 301 43 219 105 520
07:00 31 55 86 54 51 105
07:15 35 106 141 40 41 81
07:30 83 149 232 45 32 77
07:45 102 251 133 443 235 694 47 186 35 159 82 345
08:00 63 105 168 58 38 96
08:15 56 63 119 43 37 80
08:30 39 47 86 39 36 75
08:45 39 197 39 254 78 451 50 190 17 128 67 318
09:00 31 32 63 32 15 47
09:15 40 24 64 22 22 44
09:30 33 32 65 21 18 39
09:45 36 140 25 113 61 253 21 96 21 76 42 172
10:00 27 23 50 17 12 29
10:15 22 23 45 10 14 24
10:30 43 23 66 11 5 16
10:45 51 143 31 100 82 243 16 54 8 39 24 93
11:00 37 33 70 13 8 21
11:15 41 22 63 7 5 12
11:30 50 37 87 7 6 13
11:45 40 168 22 114 62 282 2 29 11 30 13 59
TOTALS 1114 1293 2407 2521 1960 4481
SPLIT % 46.3% 53.7% 34.9% 56.3% 43.7% 65.1%
NB SB EB WB
00 3,635 3,253
AM Peak Hour 07:30 07:15 07:15 17:15 14:15 16:30
AM Pk Volume 304 493 776 392 285 631
Pk Hr Factor 0.745 0.827 0.826 0.852 0.774 0.933
7 ‐ 9 Volume 00 448 697 1145 00 736 486 1222
7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:30 16:30 16:30
7 ‐ 9 Pk Volume 0 0 304 493 776 0 0 375 256 631
Pk Hr Factor 0.000 0.000 0.745 0.827 0.826 0.000 0.000 0.815 0.928 0.933 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
6,888
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Beverly Rd from Paramount Blvd to Passons Blvd
21:30
21:45
22:00
Total
6,888
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-6
Day: City: Pico Rivera
Date: Project #: CA14_5220_005
NB SB EB WB
00 2,634 2,144
AM Period NB SB EB WB NB SB EB WB
00:00 4 1 5 35 31 66
00:15 1 4 5 45 38 83
00:30 2 1 3 34 44 78
00:45 1 8 0 6 1 14 39 153 30 143 69 296
01:00 1 0 1 47 35 82
01:15 0 0 0 39 25 64
01:30 0 3 3 28 32 60
01:45 1 2 1 4 2 6 30 144 25 117 55 261
02:00 0 2 2 31 35 66
02:15 1 0 1 37 26 63
02:30 8 3 11 53 31 84
02:45 4 13 3 8 7 21 36 157 89 181 125 338
03:00 1 0 1 44 32 76
03:15 3 2 5 53 30 83
03:30 5 0 5 69 39 108
03:45 6 15 2 4 8 19 57 223 46 147 103 370
04:00 4 2 6 60 50 110
04:15 14 1 15 64 24 88
04:30 13 2 15 64 66 130
04:45 24 55 9 14 33 69 61 249 35 175 96 424
05:00 17 5 22 68 39 107
05:15 16 8 24 62 34 96
05:30 15 10 25 57 44 101
05:45 26 74 19 42 45 116 59 246 32 149 91 395
06:00 21 7 28 62 39 101
06:15 27 14 41 52 28 80
06:30 18 20 38 54 40 94
06:45 22 88 18 59 40 147 44 212 33 140 77 352
07:00 24 19 43 29 31 60
07:15 21 82 103 40 20 60
07:30 51 108 159 31 19 50
07:45 53 149 83 292 136 441 29 129 16 86 45 215
08:00 39 48 87 40 14 54
08:15 40 35 75 31 15 46
08:30 25 22 47 15 12 27
08:45 32 136 33 138 65 274 29 115 8 49 37 164
09:00 25 27 52 21 18 39
09:15 28 21 49 20 8 28
09:30 28 21 49 15 9 24
09:45 35 116 34 103 69 219 15 71 8 43 23 114
10:00 21 21 42 7 10 17
10:15 29 22 51 7 8 15
10:30 25 27 52 10 4 14
10:45 38 113 31 101 69 214 8 32 2 24 10 56
11:00 30 29 59 6 8 14
11:15 23 19 42 3 4 7
11:30 36 22 58 2 2 4
11:45 32 121 30 100 62 221 2 13 5 19 7 32
TOTALS 890 871 1761 1744 1273 3017
SPLIT % 50.5% 49.5% 36.9% 57.8% 42.2% 63.1%
NB SB EB WB
00 2,634 2,144
AM Peak Hour 07:30 07:15 07:15 16:15 14:45 15:45
AM Pk Volume 183 321 485 257 190 431
Pk Hr Factor 0.863 0.743 0.763 0.945 0.534 0.829
7 ‐ 9 Volume 00 285 430 715 00 495 324 819
7 ‐ 9 Peak Hour 07:30 07:15 07:15 16:15 16:00 16:30
7 ‐ 9 Pk Volume 0 0 183 321 485 0 0 257 175 429
Pk Hr Factor 0.000 0.000 0.863 0.743 0.763 0.000 0.000 0.945 0.663 0.825 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,778
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Beverly Rd from Passons Blvd to Manning Rd
21:30
21:45
22:00
Total
4,778
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-7
Day: City: Pico Rivera
Date: Project #: CA14_5220_006
NB SB EB WB
5,221 4,210 00
AM Period NB SB EB WB NB SB EB WB
00:00 14 4 18 91 71 162
00:15 9 2 11 93 72 165
00:30 5 4 9 60 77 137
00:45 2 30 4 14 6 44 79 323 68 288 147 611
01:00 2 2 4 68 72 140
01:15 6 3 9 81 72 153
01:30 2 2 4 81 69 150
01:45 4 14 3 10 7 24 69 299 74 287 143 586
02:00 6 0 6 81 84 165
02:15 2 0 2 94 83 177
02:30 1 2 3 98 98 196
02:45 3 12 1 3 4 15 126 399 135 400 261 799
03:00 3 2 5 87 92 179
03:15 3 2 5 140 82 222
03:30 10 0 10 105 74 179
03:45 8 24 3 7 11 31 109 441 83 331 192 772
04:00 2 4 6 97 92 189
04:15 3 2 5 91 78 169
04:30 4 6 10 112 80 192
04:45 10 19 5 17 15 36 108 408 82 332 190 740
05:00 14 4 18 112 70 182
05:15 14 8 22 137 59 196
05:30 12 21 33 114 74 188
05:45 20 60 22 55 42 115 119 482 57 260 176 742
06:00 17 18 35 114 39 153
06:15 24 22 46 83 54 137
06:30 30 33 63 100 50 150
06:45 25 96 44 117 69 213 107 404 53 196 160 600
07:00 42 56 98 76 56 132
07:15 66 81 147 70 33 103
07:30 87 113 200 76 39 115
07:45 118 313 116 366 234 679 95 317 31 159 126 476
08:00 82 103 185 60 31 91
08:15 54 80 134 81 32 113
08:30 65 62 127 71 29 100
08:45 52 253 73 318 125 571 54 266 26 118 80 384
09:00 55 59 114 73 24 97
09:15 61 55 116 55 20 75
09:30 54 48 102 50 19 69
09:45 49 219 65 227 114 446 52 230 12 75 64 305
10:00 56 75 131 32 18 50
10:15 51 53 104 20 12 32
10:30 50 61 111 27 10 37
10:45 56 213 61 250 117 463 24 103 10 50 34 153
11:00 63 66 129 21 10 31
11:15 69 78 147 11 2 13
11:30 49 90 139 13 5 18
11:45 50 231 74 308 124 539 20 65 5 22 25 87
TOTALS 1484 1692 3176 3737 2518 6255
SPLIT % 46.7% 53.3% 33.7% 59.7% 40.3% 66.3%
NB SB EB WB
5,221 4,210 00
AM Peak Hour 07:15 07:15 07:15 17:15 14:15 14:30
AM Pk Volume 353 413 766 484 408 858
Pk Hr Factor 0.748 0.890 0.818 0.883 0.756 0.822
7 ‐ 9 Volume 566 684 00 1250 890 592 00 1482
7 ‐ 9 Peak Hour 07:15 07:15 07:15 17:00 16:00 16:30
7 ‐ 9 Pk Volume 353 413 0 0 766 482 332 0 0 760
Pk Hr Factor 0.748 0.890 0.000 0.000 0.818 0.880 0.902 0.000 0.000 0.969 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
9,431
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Durfee Ave from Whittier Blvd to Beverly Blvd
21:30
21:45
22:00
Total
9,431
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/29/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-8
Day: City: Pico Rivera
Date: Project #: CA14_5220_007
NB SB EB WB
2,500 2,793 00
AM Period NB SB EB WB NB SB EB WB
00:00 3 3 6 45 46 91
00:15 5 1 6 27 32 59
00:30 10 3 13 36 29 65
00:45 1 19 0 7 1 26 52 160 32 139 84 299
01:00 0 1 1 31 35 66
01:15 2 5 7 46 41 87
01:30 2 1 3 33 35 68
01:45 2 6 2 9 4 15 19 129 28 139 47 268
02:00 2 1 3 52 38 90
02:15 0 2 2 45 36 81
02:30 2 3 5 44 83 127
02:45 3 7 2 8 5 15 54 195 55 212 109 407
03:00 1 2 3 42 46 88
03:15 2 4 6 63 43 106
03:30 0 6 6 64 54 118
03:45 1 4 3 15 4 19 41 210 54 197 95 407
04:00 1 3 4 46 52 98
04:15 0 12 12 47 56 103
04:30 2 6 8 48 48 96
04:45 3 6 6 27 9 33 40 181 39 195 79 376
05:00 4 14 18 62 61 123
05:15 4 11 15 85 56 141
05:30 8 12 20 63 58 121
05:45 11 27 22 59 33 86 61 271 53 228 114 499
06:00 17 19 36 49 63 112
06:15 13 13 26 36 44 80
06:30 16 32 48 45 43 88
06:45 23 69 27 91 50 160 36 166 48 198 84 364
07:00 25 34 59 36 46 82
07:15 36 66 102 31 46 77
07:30 55 89 144 40 39 79
07:45 74 190 78 267 152 457 27 134 46 177 73 311
08:00 57 47 104 38 28 66
08:15 40 41 81 37 31 68
08:30 22 44 66 18 14 32
08:45 19 138 43 175 62 313 21 114 25 98 46 212
09:00 26 47 73 25 21 46
09:15 18 35 53 17 19 36
09:30 22 31 53 15 19 34
09:45 41 107 31 144 72 251 12 69 10 69 22 138
10:00 34 35 69 14 11 25
10:15 26 21 47 15 11 26
10:30 25 32 57 8 9 17
10:45 33 118 42 130 75 248 11 48 7 38 18 86
11:00 26 31 57 17 6 23
11:15 26 54 80 8 7 15
11:30 19 31 50 5 7 12
11:45 24 95 30 146 54 241 7 37 5 25 12 62
TOTALS 786 1078 1864 1714 1715 3429
SPLIT % 42.2% 57.8% 35.2% 50.0% 50.0% 64.8%
NB SB EB WB
2,500 2,793 00
AM Peak Hour 07:30 07:15 07:15 17:00 17:15 17:00
AM Pk Volume 226 280 502 271 230 499
Pk Hr Factor 0.764 0.787 0.826 0.797 0.913 0.885
7 ‐ 9 Volume 328 442 00 770 452 423 00 875
7 ‐ 9 Peak Hour 07:30 07:15 07:15 17:00 17:00 17:00
7 ‐ 9 Pk Volume 226 280 0 0 502 271 228 0 0 499
Pk Hr Factor 0.764 0.787 0.000 0.000 0.826 0.797 0.934 0.000 0.000 0.885 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
5,293
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Durfee Ave from Beverly Blvd to Kruss Rd
21:30
21:45
22:00
Total
5,293
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-9
Day: City: Pico Rivera
Date: Project #: CA14_5220_008
NB SB EB WB
0 0 1,275 1,488
AM Period NB SB EB WB NB SB EB WB
00:00 5 8 13 44 18 62
00:15 3 2 5 17 27 44
00:30 23 3 26 15 20 35
00:45 9 40 5 18 14 58 7 83 21 86 28 169
01:00 2 1 3 23 27 50
01:15 14 0 14 23 17 40
01:30 0 3 3 36 16 52
01:45 0 16 1 5 1 21 31 113 22 82 53 195
02:00 3 1 4 16 16 32
02:15 2 3 5 18 32 50
02:30 8 6 14 28 26 54
02:45 1 14 14 24 15 38 15 77 36 110 51 187
03:00 0 9 9 40 32 72
03:15 2 12 14 30 32 62
03:30 5 9 14 72 18 90
03:45 2 9 11 41 13 50 33 175 20 102 53 277
04:00 2 10 12 28 9 37
04:15 2 22 24 30 9 39
04:30 2 24 26 29 12 41
04:45 5 11 49 105 54 116 28 115 11 41 39 156
05:00 7 18 25 35 4 39
05:15 9 20 29 19 11 30
05:30 9 27 36 30 14 44
05:45 9 34 33 98 42 132 26 110 9 38 35 148
06:00 6 28 34 13 6 19
06:15 7 35 42 4 9 13
06:30 7 45 52 19 9 28
06:45 19 39 50 158 69 197 9 45 5 29 14 74
07:00 11 34 45 9 4 13
07:15 11 31 42 9 8 17
07:30 13 38 51 8 4 12
07:45 9 44 34 137 43 181 2 28 2 18 4 46
08:00 11 29 40 7 10 17
08:15 14 25 39 8 13 21
08:30 13 12 25 9 12 21
08:45 13 51 16 82 29 133 11 35 12 47 23 82
09:00 8 13 21 7 2 9
09:15 10 13 23 5 2 7
09:30 10 20 30 1 3 4
09:45 16 44 27 73 43 117 4 17 1 8 5 25
10:00 15 16 31 4 4 8
10:15 16 23 39 2 3 5
10:30 16 24 40 2 1 3
10:45 11 58 19 82 30 140 4 12 4 12 8 24
11:00 21 17 38 14 5 19
11:15 14 22 36 1 2 3
11:30 19 12 31 12 5 17
11:45 23 77 23 74 46 151 1 28 6 18 7 46
TOTALS 437 897 1334 838 591 1429
SPLIT % 32.8% 67.2% 48.3% 58.6% 41.4% 51.7%
NB SB EB WB
0 0 1,275 1,488
AM Peak Hour 11:30 06:15 06:15 15:00 14:15 15:00
AM Pk Volume 103 164 208 175 126 277
Pk Hr Factor 0.585 0.820 0.754 0.608 0.875 0.769
7 - 9 Volume 0 0 95 219 314 0 0 225 79 304
7 - 9 Peak Hour 08:00 07:00 07:00 16:15 16:00 16:15
7 - 9 Pk Volume 0 0 51 137 181 0 0 122 41 158
Pk Hr Factor 0.000 0.000 0.911 0.901 0.887 0.000 0.000 0.871 0.854 0.963 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,763
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Loch Lomond Dr from Paramoun Blvd to Van Norman Rd
21:30
21:45
22:00
Total
2,763
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-10
Day: City: Pico Rivera
Date: Project #: CA14_5220_009
NB SB EB WB
0 0 2,897 2,855
AM Period NB SB EB WB NB SB EB WB
00:00 4 6 10 45 32 77
00:15 0 8 8 31 35 66
00:30 5 3 8 31 27 58
00:45 1 10 1 18 2 28 47 154 42 136 89 290
01:00 1 1 2 45 53 98
01:15 2 2 4 36 30 66
01:30 1 4 5 33 38 71
01:45 0 4 2 9 2 13 42 156 47 168 89 324
02:00 3 1 4 45 37 82
02:15 0 1 1 41 30 71
02:30 2 4 6 44 33 77
02:45 1 6 1 7 2 13 71 201 47 147 118 348
03:00 1 3 4 60 57 117
03:15 0 3 3 47 56 103
03:30 2 5 7 55 56 111
03:45 3 6 3 14 6 20 57 219 36 205 93 424
04:00 3 8 11 58 37 95
04:15 3 6 9 68 39 107
04:30 5 15 20 58 42 100
04:45 3 14 28 57 31 71 66 250 44 162 110 412
05:00 6 19 25 77 52 129
05:15 6 15 21 97 51 148
05:30 6 30 36 95 52 147
05:45 6 24 22 86 28 110 76 345 45 200 121 545
06:00 17 33 50 80 38 118
06:15 12 33 45 66 52 118
06:30 15 45 60 60 34 94
06:45 18 62 50 161 68 223 55 261 36 160 91 421
07:00 21 75 96 52 46 98
07:15 49 56 105 52 36 88
07:30 66 71 137 42 40 82
07:45 53 189 69 271 122 460 36 182 47 169 83 351
08:00 48 64 112 33 61 94
08:15 40 54 94 42 26 68
08:30 29 38 67 30 39 69
08:45 30 147 34 190 64 337 30 135 30 156 60 291
09:00 27 26 53 22 19 41
09:15 32 34 66 29 24 53
09:30 43 38 81 19 14 33
09:45 27 129 30 128 57 257 11 81 19 76 30 157
10:00 23 34 57 14 16 30
10:15 24 28 52 21 16 37
10:30 34 30 64 13 11 24
10:45 25 106 26 118 51 224 8 56 13 56 21 112
11:00 29 37 66 8 14 22
11:15 29 19 48 12 11 23
11:30 36 33 69 7 5 12
11:45 31 125 37 126 68 251 8 35 5 35 13 70
TOTALS 822 1185 2007 2075 1670 3745
SPLIT % 41.0% 59.0% 34.9% 55.4% 44.6% 65.1%
NB SB EB WB
0 0 2,897 2,855
AM Peak Hour 07:15 07:00 07:15 17:15 14:45 17:00
AM Pk Volume 216 271 476 348 216 545
Pk Hr Factor 0.818 0.903 0.869 0.897 0.947 0.921
7 - 9 Volume 0 0 336 461 797 0 0 595 362 957
7 - 9 Peak Hour 07:15 07:00 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 0 0 216 271 476 0 0 345 200 545
Pk Hr Factor 0.000 0.000 0.818 0.903 0.869 0.000 0.000 0.889 0.962 0.921 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
5,752
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Mines Ave from Paramound Blvd to Rosemead Blvd
21:30
21:45
22:00
Total
5,752
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-11
Day: City: Pico Rivera
Date: Project #: CA14_5220_010
NB SB EB WB
00 3,918 3,128
AM Period NB SB EB WB NB SB EB WB
00:00 8 7 15 38 49 87
00:15 4 5 9 41 46 87
00:30 3 5 8 44 46 90
00:45 2 17 0 17 2 34 51 174 43 184 94 358
01:00 2 1 3 65 54 119
01:15 6 2 8 50 36 86
01:30 2 5 7 41 40 81
01:45 1 11 3 11 4 22 55 211 48 178 103 389
02:00 1 3 4 51 41 92
02:15 1 2 3 66 40 106
02:30 1 3 4 61 36 97
02:45 4 7 1 9 5 16 80 258 63 180 143 438
03:00 0 1 1 78 47 125
03:15 3 2 5 77 65 142
03:30 0 5 5 74 61 135
03:45 2 5 3 11 5 16 86 315 39 212 125 527
04:00 7 7 14 81 41 122
04:15 4 5 9 77 44 121
04:30 5 8 13 73 58 131
04:45 1 17 16 36 17 53 72 303 52 195 124 498
05:00 1 18 19 96 62 158
05:15 4 13 17 92 45 137
05:30 5 29 34 115 58 173
05:45 7 17 19 79 26 96 124 427 66 231 190 658
06:00 12 28 40 120 66 186
06:15 11 29 40 84 72 156
06:30 19 33 52 90 42 132
06:45 28 70 40 130 68 200 81 375 58 238 139 613
07:00 24 53 77 85 58 143
07:15 49 42 91 76 50 126
07:30 103 56 159 68 67 135
07:45 93 269 71 222 164 491 51 280 57 232 108 512
08:00 67 50 117 64 90 154
08:15 45 49 94 57 43 100
08:30 36 38 74 49 45 94
08:45 33 181 29 166 62 347 38 208 28 206 66 414
09:00 29 41 70 32 20 52
09:15 37 39 76 44 18 62
09:30 45 54 99 40 17 57
09:45 37 148 31 165 68 313 19 135 18 73 37 208
10:00 55 37 92 20 14 34
10:15 50 30 80 28 11 39
10:30 40 35 75 19 5 24
10:45 44 189 37 139 81 328 17 84 8 38 25 122
11:00 32 44 76 17 8 25
11:15 43 35 78 15 5 20
11:30 40 43 83 11 2 13
11:45 46 161 36 158 82 319 13 56 3 18 16 74
TOTALS 1092 1143 2235 2826 1985 4811
SPLIT % 48.9% 51.1% 31.7% 58.7% 41.3% 68.3%
NB SB EB WB
00 3,918 3,128
AM Peak Hour 07:15 07:30 07:30 17:15 19:15 17:30
AM Pk Volume 312 226 534 451 264 705
Pk Hr Factor 0.757 0.796 0.814 0.909 0.733 0.928
7 ‐ 9 Volume 00 450 388 838 00 730 426 1156
7 ‐ 9 Peak Hour 07:15 07:30 07:30 17:00 17:00 17:00
7 ‐ 9 Pk Volume 0 0 312 226 534 0 0 427 231 658
Pk Hr Factor 0.000 0.000 0.757 0.796 0.814 0.000 0.000 0.861 0.875 0.866 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
7,046
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Mines Ave from Rosemead Blvd to Passons Blvd
21:30
21:45
22:00
Total
7,046
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-12
Day: City: Pico Rivera
Date: Project #: CA14_5220_011
NB SB EB WB
0 0 1,296 1,524
AM Period NB SB EB WB NB SB EB WB
00:00 4 4 8 14 16 30
00:15 5 2 7 8 15 23
00:30 0 2 2 15 10 25
00:45 1 10 1 9 2 19 20 57 14 55 34 112
01:00 0 0 0 15 13 28
01:15 1 3 4 11 20 31
01:30 2 4 6 16 17 33
01:45 0 3 3 10 3 13 20 62 22 72 42 134
02:00 1 1 2 15 19 34
02:15 1 1 2 20 24 44
02:30 1 0 1 22 27 49
02:45 5 8 0 2 5 10 38 95 32 102 70 197
03:00 0 0 0 27 61 88
03:15 0 1 1 26 44 70
03:30 0 4 4 32 19 51
03:45 1 1 1 6 2 7 31 116 24 148 55 264
04:00 2 3 5 34 25 59
04:15 2 2 4 23 11 34
04:30 2 1 3 22 21 43
04:45 1 7 7 13 8 20 22 101 27 84 49 185
05:00 2 11 13 20 28 48
05:15 2 4 6 26 30 56
05:30 3 18 21 29 37 66
05:45 3 10 11 44 14 54 23 98 37 132 60 230
06:00 3 17 20 27 16 43
06:15 4 19 23 25 24 49
06:30 4 14 18 23 22 45
06:45 5 16 17 67 22 83 27 102 29 91 56 193
07:00 7 38 45 22 17 39
07:15 15 37 52 35 25 60
07:30 29 44 73 30 12 42
07:45 55 106 67 186 122 292 19 106 17 71 36 177
08:00 24 36 60 30 13 43
08:15 17 34 51 18 11 29
08:30 13 27 40 14 10 24
08:45 7 61 19 116 26 177 15 77 14 48 29 125
09:00 12 23 35 19 7 26
09:15 9 23 32 21 12 33
09:30 11 14 25 14 3 17
09:45 5 37 21 81 26 118 11 65 7 29 18 94
10:00 11 14 25 8 10 18
10:15 8 18 26 8 4 12
10:30 16 18 34 8 8 16
10:45 14 49 17 67 31 116 7 31 5 27 12 58
11:00 12 21 33 7 2 9
11:15 10 11 21 7 4 11
11:30 14 11 25 4 0 4
11:45 18 54 11 54 29 108 6 24 4 10 10 34
TOTALS 362 655 1017 934 869 1803
SPLIT % 35.6% 64.4% 36.1% 51.8% 48.2% 63.9%
NB SB EB WB
0 0 1,296 1,524
AM Peak Hour 07:30 07:00 07:15 14:45 14:30 14:45
AM Pk Volume 125 186 307 123 164 279
Pk Hr Factor 0.568 0.694 0.629 0.809 0.672 0.793
7 - 9 Volume 0 0 167 302 469 0 0 199 216 415
7 - 9 Peak Hour 07:30 07:00 07:15 16:00 17:00 17:00
7 - 9 Pk Volume 0 0 125 186 307 0 0 101 132 230
Pk Hr Factor 0.000 0.000 0.568 0.694 0.629 0.000 0.000 0.743 0.892 0.871 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,820
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Mines Ave from Passons Blvd to Rimbank Ave
21:30
21:45
22:00
Total
2,820
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-13
Day: City: Pico Rivera
Date: Project #: CA14_5220_012
NB SB EB WB
10,445 10,767 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 29 25 54 133 121 254
00:15 13 18 31 135 130 265
00:30 26 26 52 147 139 286
00:45 16 84 9 78 25 162 126 541 106 496 232 1037
01:00 11 22 33 150 121 271
01:15 15 6 21 142 144 286
01:30 14 7 21 131 155 286
01:45 12 52 7 42 19 94 139 562 151 571 290 1133
02:00 8 8 16 155 141 296
02:15 13 11 24 141 152 293
02:30 16 14 30 152 173 325
02:45 22 59 9 42 31 101 177 625 183 649 360 1274
03:00 15 10 25 194 199 393
03:15 24 8 32 213 209 422
03:30 39 19 58 208 221 429
03:45 27 105 19 56 46 161 228 843 214 843 442 1686
04:00 13 21 34 229 224 453
04:15 29 25 54 235 227 462
04:30 69 50 119 232 250 482
04:45 86 197 33 129 119 326 236 932 230 931 466 1863
05:00 36 49 85 279 283 562
05:15 65 82 147 237 285 522
05:30 94 86 180 252 233 485
05:45 105 300 93 310 198 610 233 1001 239 1040 472 2041 06:00 69 109 178 182 199 381
06:15 98 126 224 214 186 400
06:30 107 150 257 175 158 333
06:45 155 429 150 535 305 964 145 716 138 681 283 1397
07:00 121 216 337 137 115 252
07:15 167 194 361 128 128 256
07:30 174 227 401 109 95 204
07:45 208 670 211 848 419 1518 111 485 74 412 185 897
08:00 146 213 359 101 82 183
08:15 141 207 348 105 74 179
08:30 127 206 333 94 85 179
08:45 119 533 168 794 287 1327 72 372 89 330 161 702
09:00 93 143 236 59 64 123
09:15 128 119 247 84 85 169
09:30 130 120 250 68 68 136
09:45 112 463 117 499 229 962 59 270 53 270 112 540
10:00 106 95 201 55 59 114
10:15 108 103 211 49 40 89
10:30 108 110 218 48 49 97
10:45 102 424 98 406 200 830 43 195 49 197 92 392
11:00 105 109 214 23 50 73
11:15 125 127 252 32 31 63
11:30 116 117 233 24 44 68
11:45 138 484 104 457 242 941 24 103 26 151 50 254
TOTALS 3800 4196 7996 6645 6571 13216
SPLIT % 47.5% 52.5% 37.7% 50.3% 49.7% 62.3%
NB SB EB WB
10,445 10,767 0 0
AM Peak Hour 07:15 07:30 07:15 16:45 16:30 17:00
AM Pk Volume 695 858 1540 1004 1048 2041
Pk Hr Factor 0.835 0.945 0.919 0.900 0.919 0.908
7 - 9 Volume 1203 1642 0 0 2845 1933 1971 0 0 3904
7 - 9 Peak Hour 07:15 07:30 07:15 16:45 16:30 17:00
7 - 9 Pk Volume 695 858 0 0 1540 1004 1048 0 0 2041
Pk Hr Factor 0.835 0.945 0.000 0.000 0.919 0.900 0.919 0.000 0.000 0.908 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
21,212
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Paramount Blvd from Telegraph Rd to Slauson Ave
21:30
21:45
22:00
Total
21,212
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-14
Day: City: Pico Rivera
Date: Project #: CA14_5220_013
NB SB EB WB
12,821 14,006 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 36 38 74 171 176 347
00:15 26 27 53 191 180 371
00:30 26 41 67 175 200 375
00:45 30 118 20 126 50 244 172 709 185 741 357 1450
01:00 12 36 48 183 171 354
01:15 29 17 46 169 188 357
01:30 17 16 33 192 226 418
01:45 16 74 8 77 24 151 161 705 199 784 360 1489
02:00 10 10 20 161 192 353
02:15 16 16 32 187 218 405
02:30 15 17 32 190 245 435
02:45 31 72 18 61 49 133 209 747 202 857 411 1604
03:00 16 23 39 226 253 479
03:15 32 15 47 231 234 465
03:30 46 22 68 253 276 529
03:45 30 124 28 88 58 212 222 932 265 1028 487 1960
04:00 32 36 68 237 257 494
04:15 40 47 87 263 294 557
04:30 69 61 130 263 315 578
04:45 61 202 58 202 119 404 254 1017 305 1171 559 2188
05:00 67 62 129 329 318 647
05:15 64 95 159 265 326 591
05:30 103 140 243 258 316 574
05:45 120 354 114 411 234 765 267 1119 270 1230 537 2349 06:00 107 147 254 219 265 484
06:15 114 162 276 231 232 463
06:30 123 209 332 201 179 380
06:45 187 531 191 709 378 1240 206 857 180 856 386 1713 07:00 157 229 386 191 172 363
07:15 190 222 412 156 159 315
07:30 249 244 493 139 143 282
07:45 235 831 244 939 479 1770 164 650 110 584 274 1234 08:00 188 256 444 135 114 249
08:15 178 204 382 130 142 272
08:30 180 206 386 120 107 227
08:45 175 721 174 840 349 1561 94 479 132 495 226 974
09:00 131 159 290 102 93 195
09:15 153 145 298 104 129 233
09:30 171 184 355 89 94 183
09:45 139 594 141 629 280 1223 74 369 90 406 164 775
10:00 125 137 262 74 92 166
10:15 132 140 272 82 66 148
10:30 143 130 273 72 79 151
10:45 146 546 157 564 303 1110 53 281 84 321 137 602
11:00 140 160 300 42 82 124
11:15 149 163 312 48 44 92
11:30 155 163 318 40 47 87
11:45 186 630 187 673 373 1303 29 159 41 214 70 373
TOTALS 4797 5319 10116 8024 8687 16711
SPLIT % 47.4% 52.6% 37.7% 48.0% 52.0% 62.3%
NB SB EB WB
12,821 14,006 0 0
AM Peak Hour 07:15 07:15 07:15 17:00 16:45 16:30
AM Pk Volume 862 966 1828 1119 1265 2375
Pk Hr Factor 0.865 0.943 0.927 0.850 0.970 0.918
7 - 9 Volume 1552 1779 0 0 3331 2136 2401 0 0 4537
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:45 16:30
7 - 9 Pk Volume 862 966 0 0 1828 1119 1265 0 0 2375
Pk Hr Factor 0.865 0.943 0.000 0.000 0.927 0.850 0.970 0.000 0.000 0.918 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
26,827
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Paramount Blvd from Slauson Ave to Washington Blvd
21:30
21:45
22:00
Total
26,827
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-15
Day: City: Pico Rivera
Date: Project #: CA14_5220_014
NB SB EB WB
10,470 10,723 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 30 29 59 129 111 240
00:15 24 26 50 151 148 299
00:30 25 21 46 139 124 263
00:45 16 95 17 93 33 188 157 576 132 515 289 1091
01:00 14 22 36 151 146 297
01:15 18 14 32 135 157 292
01:30 10 9 19 148 134 282
01:45 11 53 17 62 28 115 151 585 150 587 301 1172
02:00 10 14 24 147 174 321
02:15 7 11 18 170 156 326
02:30 17 10 27 172 140 312
02:45 22 56 22 57 44 113 186 675 160 630 346 1305
03:00 10 15 25 180 162 342
03:15 18 19 37 198 198 396
03:30 14 34 48 228 187 415
03:45 17 59 28 96 45 155 222 828 208 755 430 1583
04:00 26 28 54 218 183 401
04:15 16 39 55 239 180 419
04:30 38 56 94 234 181 415
04:45 52 132 65 188 117 320 258 949 207 751 465 1700
05:00 25 62 87 270 185 455
05:15 34 72 106 266 201 467
05:30 39 104 143 270 166 436
05:45 60 158 116 354 176 512 252 1058 178 730 430 1788
06:00 60 105 165 193 144 337
06:15 57 131 188 238 154 392
06:30 111 175 286 205 146 351
06:45 103 331 193 604 296 935 194 830 127 571 321 1401
07:00 99 177 276 157 116 273
07:15 138 232 370 145 113 258
07:30 139 218 357 119 101 220
07:45 158 534 241 868 399 1402 149 570 114 444 263 1014 08:00 140 221 361 122 107 229
08:15 123 204 327 124 105 229
08:30 96 196 292 111 92 203
08:45 114 473 174 795 288 1268 97 454 81 385 178 839
09:00 91 146 237 89 81 170
09:15 89 144 233 81 80 161
09:30 120 124 244 79 73 152
09:45 89 389 149 563 238 952 68 317 58 292 126 609
10:00 104 136 240 78 54 132
10:15 117 115 232 74 60 134
10:30 116 126 242 49 55 104
10:45 120 457 132 509 252 966 62 263 42 211 104 474
11:00 107 121 228 58 42 100
11:15 118 118 236 34 39 73
11:30 128 144 272 38 26 64
11:45 115 468 145 528 260 996 30 160 28 135 58 295
TOTALS 3205 4717 7922 7265 6006 13271
SPLIT % 40.5% 59.5% 37.4% 54.7% 45.3% 62.6%
NB SB EB WB
10,470 10,723 0 0
AM Peak Hour 07:15 07:15 07:15 16:45 15:15 16:45
AM Pk Volume 575 912 1487 1064 776 1823
Pk Hr Factor 0.910 0.946 0.932 0.985 0.933 0.976
7 - 9 Volume 1007 1663 0 0 2670 2007 1481 0 0 3488
7 - 9 Peak Hour 07:15 07:15 07:15 16:45 16:30 16:45
7 - 9 Pk Volume 575 912 0 0 1487 1064 774 0 0 1823
Pk Hr Factor 0.910 0.946 0.000 0.000 0.932 0.985 0.935 0.000 0.000 0.976 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
21,193
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Paramount Blvd from Washington Blvd to Whittier Blvd
21:30
21:45
22:00
Total
21,193
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-16
Day: City: Pico Rivera
Date: Project #: CA14_5220_015
NB SB EB WB
9,703 8,878 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 12 13 25 116 107 223
00:15 26 12 38 133 99 232
00:30 23 6 29 110 117 227
00:45 4 65 9 40 13 105 132 491 116 439 248 930
01:00 12 11 23 133 116 249
01:15 7 6 13 122 88 210
01:30 8 2 10 129 117 246
01:45 7 34 4 23 11 57 146 530 101 422 247 952
02:00 6 10 16 126 123 249
02:15 7 8 15 160 136 296
02:30 9 8 17 178 138 316
02:45 8 30 5 31 13 61 216 680 144 541 360 1221
03:00 6 13 19 167 141 308
03:15 12 8 20 214 151 365
03:30 10 13 23 226 166 392
03:45 10 38 23 57 33 95 201 808 178 636 379 1444
04:00 11 13 24 211 147 358
04:15 16 19 35 222 169 391
04:30 19 32 51 210 188 398
04:45 24 70 35 99 59 169 237 880 197 701 434 1581
05:00 19 32 51 251 186 437
05:15 31 48 79 245 210 455
05:30 35 53 88 250 232 482
05:45 46 131 76 209 122 340 248 994 171 799 419 1793
06:00 50 69 119 218 170 388
06:15 46 108 154 203 166 369
06:30 83 139 222 189 136 325
06:45 89 268 157 473 246 741 202 812 138 610 340 1422
07:00 101 131 232 138 125 263
07:15 137 197 334 142 115 257
07:30 150 227 377 129 108 237
07:45 181 569 212 767 393 1336 136 545 92 440 228 985
08:00 180 198 378 113 92 205
08:15 159 170 329 133 82 215
08:30 121 123 244 85 79 164
08:45 113 573 120 611 233 1184 91 422 63 316 154 738
09:00 89 97 186 64 71 135
09:15 94 99 193 68 71 139
09:30 114 106 220 80 47 127
09:45 97 394 96 398 193 792 68 280 51 240 119 520
10:00 97 80 177 67 37 104
10:15 84 83 167 48 42 90
10:30 87 77 164 36 22 58
10:45 119 387 96 336 215 723 46 197 35 136 81 333
11:00 91 108 199 46 32 78
11:15 101 103 204 27 36 63
11:30 101 125 226 25 25 50
11:45 91 384 115 451 206 835 23 121 10 103 33 224
TOTALS 2943 3495 6438 6760 5383 12143
SPLIT % 45.7% 54.3% 34.6% 55.7% 44.3% 65.4%
NB SB EB WB
9,703 8,878 0 0
AM Peak Hour 07:30 07:15 07:15 17:00 16:45 16:45
AM Pk Volume 670 834 1482 994 825 1808
Pk Hr Factor 0.925 0.919 0.943 0.990 0.889 0.938
7 - 9 Volume 1142 1378 0 0 2520 1874 1500 0 0 3374
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:45 16:45
7 - 9 Pk Volume 670 834 0 0 1482 994 825 0 0 1808
Pk Hr Factor 0.925 0.919 0.000 0.000 0.943 0.990 0.889 0.000 0.000 0.938 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
18,581
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Paramount Blvd from Whittier Blvd to Gallatin Rd
21:30
21:45
22:00
Total
18,581
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-17
Day: City: Pico Rivera
Date: Project #: CA14_5220_016
NB SB EB WB
1,907 2,463 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 4 11 25 24 49
00:15 3 2 5 21 33 54
00:30 1 3 4 28 24 52
00:45 1 12 1 10 2 22 23 97 40 121 63 218
01:00 1 1 2 25 44 69
01:15 2 2 4 25 44 69
01:30 6 2 8 31 30 61
01:45 2 11 3 8 5 19 33 114 32 150 65 264
02:00 2 1 3 37 28 65
02:15 0 1 1 24 41 65
02:30 4 1 5 36 46 82
02:45 2 8 1 4 3 12 38 135 54 169 92 304
03:00 1 1 2 43 54 97
03:15 5 5 10 30 50 80
03:30 2 4 6 25 41 66
03:45 1 9 4 14 5 23 35 133 35 180 70 313
04:00 1 0 1 40 45 85
04:15 1 4 5 40 43 83
04:30 3 4 7 40 44 84
04:45 2 7 9 17 11 24 45 165 40 172 85 337
05:00 2 9 11 44 49 93
05:15 2 11 13 50 61 111
05:30 3 20 23 38 44 82
05:45 5 12 17 57 22 69 56 188 46 200 102 388
06:00 2 23 25 44 52 96
06:15 6 31 37 31 60 91
06:30 5 25 30 29 34 63
06:45 11 24 37 116 48 140 25 129 33 179 58 308
07:00 15 43 58 42 37 79
07:15 19 54 73 40 29 69
07:30 25 24 49 42 44 86
07:45 23 82 41 162 64 244 24 148 43 153 67 301
08:00 21 49 70 31 35 66
08:15 35 43 78 32 21 53
08:30 18 34 52 27 33 60
08:45 21 95 26 152 47 247 28 118 30 119 58 237
09:00 11 21 32 21 15 36
09:15 17 27 44 19 18 37
09:30 20 28 48 14 16 30
09:45 17 65 34 110 51 175 19 73 15 64 34 137
10:00 17 27 44 18 9 27
10:15 19 33 52 12 11 23
10:30 25 16 41 17 9 26
10:45 18 79 35 111 53 190 15 62 16 45 31 107
11:00 23 33 56 21 9 30
11:15 26 30 56 6 3 9
11:30 26 32 58 11 3 14
11:45 18 93 38 133 56 226 10 48 2 17 12 65
TOTALS 497 894 1391 1410 1569 2979
SPLIT % 35.7% 64.3% 31.8% 47.3% 52.7% 68.2%
NB SB EB WB
1,907 2,463 0 0
AM Peak Hour 07:30 07:15 07:45 17:00 14:30 17:15
AM Pk Volume 104 168 264 188 204 391
Pk Hr Factor 0.743 0.778 0.846 0.839 0.944 0.881
7 - 9 Volume 177 314 0 0 491 353 372 0 0 725
7 - 9 Peak Hour 07:30 07:15 07:45 17:00 17:00 17:00
7 - 9 Pk Volume 104 168 0 0 264 188 200 0 0 388
Pk Hr Factor 0.743 0.778 0.000 0.000 0.846 0.839 0.820 0.000 0.000 0.874 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,370
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Passons Blvd from Telegraph Rd to Slauson Ave
21:30
21:45
22:00
Total
4,370
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-18
Day: City: Pico Rivera
Date: Project #: CA14_5220_017
NB SB EB WB
4,024 4,427 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 6 13 57 49 106
00:15 9 7 16 66 48 114
00:30 5 1 6 55 56 111
00:45 5 26 3 17 8 43 49 227 55 208 104 435
01:00 5 5 10 48 61 109
01:15 1 3 4 56 61 117
01:30 2 2 4 44 48 92
01:45 1 9 5 15 6 24 62 210 57 227 119 437
02:00 1 2 3 60 64 124
02:15 3 1 4 67 53 120
02:30 1 2 3 70 63 133
02:45 0 5 2 7 2 12 109 306 80 260 189 566
03:00 2 3 5 104 88 192
03:15 2 3 5 80 148 228
03:30 3 4 7 77 86 163
03:45 4 11 3 13 7 24 63 324 87 409 150 733
04:00 4 8 12 89 90 179
04:15 4 12 16 93 99 192
04:30 7 11 18 76 74 150
04:45 5 20 21 52 26 72 80 338 76 339 156 677
05:00 9 12 21 82 109 191
05:15 6 24 30 98 105 203
05:30 5 36 41 98 87 185
05:45 8 28 29 101 37 129 92 370 93 394 185 764
06:00 14 29 43 72 87 159
06:15 10 34 44 84 89 173
06:30 8 51 59 62 63 125
06:45 22 54 50 164 72 218 66 284 75 314 141 598
07:00 34 52 86 67 66 133
07:15 70 68 138 64 57 121
07:30 97 120 217 60 58 118
07:45 74 275 122 362 196 637 65 256 58 239 123 495
08:00 58 129 187 45 53 98
08:15 52 82 134 57 38 95
08:30 43 46 89 78 45 123
08:45 44 197 53 310 97 507 54 234 35 171 89 405
09:00 37 48 85 47 30 77
09:15 35 52 87 42 35 77
09:30 55 52 107 35 33 68
09:45 32 159 46 198 78 357 40 164 25 123 65 287
10:00 45 42 87 29 19 48
10:15 39 43 82 27 26 53
10:30 37 52 89 24 9 33
10:45 44 165 51 188 95 353 23 103 19 73 42 176
11:00 37 45 82 20 11 31
11:15 55 45 100 16 10 26
11:30 43 65 108 11 9 20
11:45 64 199 47 202 111 401 13 60 11 41 24 101
TOTALS 1148 1629 2777 2876 2798 5674
SPLIT % 41.3% 58.7% 32.9% 50.7% 49.3% 67.1%
NB SB EB WB
4,024 4,427 0 0
AM Peak Hour 07:15 07:30 07:15 14:45 15:15 14:45
AM Pk Volume 299 453 738 370 411 772
Pk Hr Factor 0.771 0.878 0.850 0.849 0.694 0.846
7 - 9 Volume 472 672 0 0 1144 708 733 0 0 1441
7 - 9 Peak Hour 07:15 07:30 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 299 453 0 0 738 370 394 0 0 764
Pk Hr Factor 0.771 0.878 0.000 0.000 0.850 0.944 0.904 0.000 0.000 0.941 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
8,451
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Passons Blvd from Slauson Ave to Mines Ave
21:30
21:45
22:00
Total
8,451
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-19
Day: City: Pico Rivera
Date: Project #: CA14_5220_018
NB SB EB WB
4,376 4,895 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 3 3 6 60 93 153
00:15 3 9 12 86 63 149
00:30 7 5 12 63 93 156
00:45 4 17 2 19 6 36 64 273 74 323 138 596
01:00 2 5 7 77 67 144
01:15 9 2 11 50 76 126
01:30 3 3 6 46 72 118
01:45 2 16 2 12 4 28 63 236 78 293 141 529
02:00 1 0 1 63 63 126
02:15 1 3 4 74 99 173
02:30 2 3 5 77 97 174
02:45 3 7 4 10 7 17 81 295 134 393 215 688
03:00 2 2 4 94 119 213
03:15 1 2 3 149 86 235
03:30 1 4 5 83 92 175
03:45 6 10 5 13 11 23 78 404 110 407 188 811
04:00 4 3 7 95 117 212
04:15 6 9 15 88 125 213
04:30 4 10 14 76 125 201
04:45 9 23 13 35 22 58 85 344 134 501 219 845
05:00 9 15 24 88 151 239
05:15 7 14 21 93 108 201
05:30 4 20 24 103 97 200
05:45 10 30 15 64 25 94 87 371 122 478 209 849
06:00 22 23 45 105 93 198
06:15 24 24 48 87 79 166
06:30 15 41 56 73 75 148
06:45 24 85 35 123 59 208 89 354 63 310 152 664
07:00 35 42 77 75 73 148
07:15 43 64 107 64 66 130
07:30 59 105 164 66 67 133
07:45 120 257 75 286 195 543 60 265 53 259 113 524
08:00 75 72 147 88 43 131
08:15 53 59 112 50 58 108
08:30 54 56 110 71 52 123
08:45 39 221 59 246 98 467 51 260 46 199 97 459
09:00 59 59 118 38 34 72
09:15 56 45 101 33 24 57
09:30 59 64 123 37 27 64
09:45 48 222 56 224 104 446 28 136 31 116 59 252
10:00 58 60 118 18 17 35
10:15 54 48 102 21 18 39
10:30 55 60 115 17 13 30
10:45 60 227 78 246 138 473 11 67 9 57 20 124
11:00 56 63 119 16 14 30
11:15 50 53 103 10 14 24
11:30 62 54 116 10 7 17
11:45 46 214 71 241 117 455 6 42 5 40 11 82
TOTALS 1329 1519 2848 3047 3376 6423
SPLIT % 46.7% 53.3% 30.7% 47.4% 52.6% 69.3%
NB SB EB WB
4,376 4,895 0 0
AM Peak Hour 07:30 11:45 07:30 14:45 16:15 16:15
AM Pk Volume 307 320 618 407 535 872
Pk Hr Factor 0.640 0.860 0.792 0.683 0.886 0.912
7 - 9 Volume 478 532 0 0 1010 715 979 0 0 1694
7 - 9 Peak Hour 07:30 07:15 07:30 17:00 16:15 16:15
7 - 9 Pk Volume 307 316 0 0 618 371 535 0 0 872
Pk Hr Factor 0.640 0.752 0.000 0.000 0.792 0.900 0.886 0.000 0.000 0.912 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
9,271
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Passons Blvd from Mines Ave to Stephens St
21:30
21:45
22:00
Total
9,271
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-20
Day: City: Pico Rivera
Date: Project #: CA14_5220_019
NB SB EB WB
14,218 14,656 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 32 31 63 210 202 412
00:15 29 26 55 208 207 415
00:30 20 18 38 205 202 407
00:45 12 93 15 90 27 183 202 825 233 844 435 1669
01:00 17 11 28 201 203 404
01:15 14 11 25 184 201 385
01:30 18 12 30 210 219 429
01:45 17 66 8 42 25 108 233 828 215 838 448 1666
02:00 10 17 27 226 212 438
02:15 7 9 16 203 207 410
02:30 9 10 19 229 249 478
02:45 11 37 14 50 25 87 258 916 247 915 505 1831
03:00 8 4 12 308 271 579
03:15 5 15 20 278 263 541
03:30 9 8 17 264 237 501
03:45 15 37 18 45 33 82 270 1120 281 1052 551 2172
04:00 23 17 40 295 251 546
04:15 15 19 34 290 273 563
04:30 24 31 55 248 288 536
04:45 43 105 43 110 86 215 292 1125 303 1115 595 2240
05:00 41 46 87 331 316 647
05:15 41 55 96 312 292 604
05:30 53 76 129 329 330 659
05:45 58 193 121 298 179 491 299 1271 298 1236 597 2507 06:00 62 114 176 307 281 588
06:15 95 150 245 272 267 539
06:30 130 210 340 241 250 491
06:45 103 390 174 648 277 1038 228 1048 241 1039 469 2087 07:00 149 190 339 243 191 434
07:15 184 246 430 212 212 424
07:30 289 259 548 192 186 378
07:45 290 912 343 1038 633 1950 165 812 173 762 338 1574 08:00 252 235 487 176 187 363
08:15 236 186 422 146 190 336
08:30 195 196 391 180 161 341
08:45 183 866 159 776 342 1642 119 621 161 699 280 1320 09:00 152 168 320 125 151 276
09:15 154 155 309 109 147 256
09:30 171 158 329 110 126 236
09:45 166 643 163 644 329 1287 98 442 99 523 197 965
10:00 157 163 320 84 98 182
10:15 163 150 313 84 94 178
10:30 146 170 316 67 81 148
10:45 175 641 163 646 338 1287 68 303 90 363 158 666
11:00 183 162 345 64 60 124
11:15 180 160 340 45 50 95
11:30 176 188 364 42 35 77
11:45 197 736 191 701 388 1437 37 188 37 182 74 370
TOTALS 4719 5088 9807 9499 9568 19067
SPLIT % 48.1% 51.9% 34.0% 49.8% 50.2% 66.0%
NB SB EB WB
14,218 14,656 0 0
AM Peak Hour 07:30 07:15 07:15 17:00 16:45 17:00
AM Pk Volume 1067 1083 2098 1271 1241 2507
Pk Hr Factor 0.920 0.789 0.829 0.960 0.940 0.951
7 - 9 Volume 1778 1814 0 0 3592 2396 2351 0 0 4747
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:45 17:00
7 - 9 Pk Volume 1067 1083 0 0 2098 1271 1241 0 0 2507
Pk Hr Factor 0.920 0.789 0.000 0.000 0.829 0.960 0.940 0.000 0.000 0.951 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
28,874
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rosemead Blvd from Telegraph Rd to Washington Blvd
21:30
21:45
22:00
Total
28,874
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-21
Day: City: Pico Rivera
Date: Project #: CA14_5220_020
NB SB EB WB
12,191 13,551 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 29 41 70 162 181 343
00:15 17 25 42 145 199 344
00:30 13 26 39 145 183 328
00:45 18 77 7 99 25 176 173 625 181 744 354 1369
01:00 14 19 33 148 181 329
01:15 15 17 32 166 197 363
01:30 11 19 30 171 203 374
01:45 10 50 9 64 19 114 160 645 213 794 373 1439
02:00 6 13 19 179 194 373
02:15 13 7 20 208 209 417
02:30 11 16 27 189 195 384
02:45 10 40 10 46 20 86 231 807 249 847 480 1654
03:00 11 10 21 200 209 409
03:15 9 10 19 190 249 439
03:30 11 19 30 184 251 435
03:45 20 51 18 57 38 108 240 814 237 946 477 1760
04:00 13 14 27 229 255 484
04:15 20 23 43 193 247 440
04:30 25 28 53 242 256 498
04:45 41 99 31 96 72 195 289 953 242 1000 531 1953
05:00 29 37 66 234 266 500
05:15 50 53 103 259 287 546
05:30 65 79 144 281 310 591
05:45 73 217 74 243 147 460 276 1050 267 1130 543 2180
06:00 106 74 180 216 243 459
06:15 119 121 240 224 242 466
06:30 178 156 334 216 222 438
06:45 147 550 163 514 310 1064 206 862 237 944 443 1806 07:00 157 191 348 183 223 406
07:15 194 220 414 166 183 349
07:30 267 231 498 145 190 335
07:45 234 852 232 874 466 1726 141 635 173 769 314 1404 08:00 189 234 423 133 170 303
08:15 201 215 416 117 178 295
08:30 173 192 365 143 154 297
08:45 168 731 197 838 365 1569 113 506 185 687 298 1193 09:00 145 178 323 107 98 205
09:15 136 182 318 95 122 217
09:30 170 134 304 100 122 222
09:45 157 608 147 641 304 1249 80 382 103 445 183 827
10:00 151 164 315 72 97 169
10:15 140 154 294 67 55 122
10:30 133 164 297 54 68 122
10:45 157 581 181 663 338 1244 62 255 69 289 131 544
11:00 155 174 329 42 59 101
11:15 165 161 326 41 37 78
11:30 169 161 330 36 33 69
11:45 165 654 150 646 315 1300 28 147 46 175 74 322
TOTALS 4510 4781 9291 7681 8770 16451
SPLIT % 48.5% 51.5% 36.1% 46.7% 53.3% 63.9%
NB SB EB WB
12,191 13,551 0 0
AM Peak Hour 07:30 07:15 07:30 16:45 17:00 17:00
AM Pk Volume 891 917 1803 1063 1130 2180
Pk Hr Factor 0.834 0.980 0.905 0.920 0.911 0.922
7 - 9 Volume 1583 1712 0 0 3295 2003 2130 0 0 4133
7 - 9 Peak Hour 07:30 07:15 07:30 16:45 17:00 17:00
7 - 9 Pk Volume 891 917 0 0 1803 1063 1130 0 0 2180
Pk Hr Factor 0.834 0.980 0.000 0.000 0.905 0.920 0.911 0.000 0.000 0.922 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
25,742
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rosemead Blvd from Washington Blvd to Whittier Blvd
21:30
21:45
22:00
Total
25,742
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-22
Day: City: Pico Rivera
Date: Project #: CA14_5220_021
NB SB EB WB
14,686 14,598 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 27 23 50 172 177 349
00:15 24 21 45 173 207 380
00:30 13 14 27 168 215 383
00:45 29 93 14 72 43 165 166 679 175 774 341 1453
01:00 26 16 42 162 178 340
01:15 23 10 33 206 135 341
01:30 9 3 12 190 199 389
01:45 10 68 7 36 17 104 225 783 159 671 384 1454
02:00 10 19 29 209 213 422
02:15 13 10 23 193 224 417
02:30 12 10 22 224 208 432
02:45 14 49 12 51 26 100 198 824 245 890 443 1714
03:00 6 10 16 224 249 473
03:15 18 10 28 231 277 508
03:30 17 19 36 253 273 526
03:45 21 62 37 76 58 138 275 983 334 1133 609 2116
04:00 11 19 30 253 296 549
04:15 18 28 46 299 304 603
04:30 29 47 76 273 327 600
04:45 33 91 40 134 73 225 269 1094 340 1267 609 2361
05:00 41 42 83 284 332 616
05:15 62 56 118 315 362 677
05:30 97 79 176 287 374 661
05:45 81 281 114 291 195 572 274 1160 315 1383 589 2543 06:00 149 114 263 311 337 648
06:15 154 147 301 281 308 589
06:30 221 152 373 290 288 578
06:45 243 767 168 581 411 1348 243 1125 253 1186 496 2311 07:00 254 158 412 243 207 450
07:15 220 210 430 176 224 400
07:30 262 232 494 183 220 403
07:45 270 1006 223 823 493 1829 147 749 192 843 339 1592 08:00 366 223 589 156 156 312
08:15 319 254 573 143 147 290
08:30 280 189 469 152 143 295
08:45 219 1184 199 865 418 2049 143 594 127 573 270 1167 09:00 177 152 329 143 121 264
09:15 191 172 363 102 105 207
09:30 182 171 353 109 84 193
09:45 183 733 165 660 348 1393 88 442 84 394 172 836
10:00 184 172 356 82 95 177
10:15 221 214 435 67 80 147
10:30 178 185 363 56 66 122
10:45 166 749 174 745 340 1494 55 260 49 290 104 550
11:00 168 170 338 54 45 99
11:15 176 173 349 55 58 113
11:30 199 185 384 38 37 75
11:45 183 726 175 703 358 1429 37 184 17 157 54 341
TOTALS 5809 5037 10846 8877 9561 18438
SPLIT % 53.6% 46.4% 37.0% 48.1% 51.9% 63.0%
NB SB EB WB
14,686 14,598 0 0
AM Peak Hour 07:45 07:30 07:30 17:15 16:45 17:15
AM Pk Volume 1235 932 2149 1187 1408 2575
Pk Hr Factor 0.844 0.917 0.912 0.942 0.941 0.951
7 - 9 Volume 2190 1688 0 0 3878 2254 2650 0 0 4904
7 - 9 Peak Hour 07:45 07:30 07:30 17:00 16:45 16:45
7 - 9 Pk Volume 1235 932 0 0 2149 1160 1408 0 0 2563
Pk Hr Factor 0.844 0.917 0.000 0.000 0.912 0.921 0.941 0.000 0.000 0.946 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
29,284
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rosemead Blvd from Whittier Blvd to Gallatin Rd
21:30
21:45
22:00
Total
29,284
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-23
Day: City: Pico Rivera
Date: Project #: CA14_5220_022
NB SB EB WB
4,270 6,227 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 13 4 17 58 96 154
00:15 10 6 16 67 68 135
00:30 8 7 15 61 84 145
00:45 7 38 7 24 14 62 64 250 84 332 148 582
01:00 5 10 15 68 88 156
01:15 4 4 8 55 71 126
01:30 5 2 7 66 96 162
01:45 5 19 4 20 9 39 65 254 81 336 146 590
02:00 2 4 6 61 69 130
02:15 3 3 6 57 68 125
02:30 1 6 7 69 113 182
02:45 1 7 4 17 5 24 71 258 119 369 190 627
03:00 3 7 10 75 111 186
03:15 4 8 12 95 95 190
03:30 9 11 20 87 82 169
03:45 7 23 13 39 20 62 84 341 101 389 185 730
04:00 4 13 17 87 106 193
04:15 6 19 25 89 101 190
04:30 12 20 32 72 114 186
04:45 18 40 32 84 50 124 90 338 118 439 208 777
05:00 8 42 50 114 103 217
05:15 10 45 55 90 124 214
05:30 20 37 57 113 140 253
05:45 16 54 55 179 71 233 101 418 95 462 196 880
06:00 16 84 100 80 63 143
06:15 15 108 123 96 104 200
06:30 37 109 146 83 78 161
06:45 42 110 99 400 141 510 78 337 90 335 168 672
07:00 42 114 156 88 78 166
07:15 41 177 218 62 61 123
07:30 56 186 242 71 70 141
07:45 65 204 152 629 217 833 73 294 57 266 130 560
08:00 68 119 187 54 71 125
08:15 53 106 159 62 52 114
08:30 48 91 139 48 51 99
08:45 47 216 85 401 132 617 61 225 49 223 110 448
09:00 46 110 156 57 28 85
09:15 45 80 125 49 36 85
09:30 46 81 127 39 34 73
09:45 35 172 73 344 108 516 34 179 41 139 75 318
10:00 52 85 137 12 34 46
10:15 47 81 128 23 31 54
10:30 35 80 115 15 26 41
10:45 61 195 88 334 149 529 21 71 27 118 48 189
11:00 43 76 119 15 16 31
11:15 40 69 109 10 11 21
11:30 38 69 107 11 10 21
11:45 60 181 86 300 146 481 10 46 11 48 21 94
TOTALS 1259 2771 4030 3011 3456 6467
SPLIT % 31.2% 68.8% 38.4% 46.6% 53.4% 61.6%
NB SB EB WB
4,270 6,227 0 0
AM Peak Hour 11:45 07:15 07:15 17:00 16:45 16:45
AM Pk Volume 246 634 864 418 485 892
Pk Hr Factor 0.918 0.852 0.893 0.917 0.866 0.881
7 - 9 Volume 420 1030 0 0 1450 756 901 0 0 1657
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:45 16:45
7 - 9 Pk Volume 242 634 0 0 864 418 485 0 0 892
Pk Hr Factor 0.890 0.852 0.000 0.000 0.893 0.917 0.866 0.000 0.000 0.881 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
10,497
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
San Gabriel River Pkwy from Beverly Blvd to Springland Dr 21:30
21:45
22:00
Total
10,497
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-24
Day: City: Pico Rivera
Date: Project #: CA14_5220_023
NB SB EB WB
3,263 5,125 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 5 5 10 44 63 107
00:15 6 9 15 39 83 122
00:30 3 13 16 65 76 141
00:45 2 16 8 35 10 51 57 205 84 306 141 511
01:00 3 7 10 49 92 141
01:15 2 7 9 47 77 124
01:30 5 6 11 39 65 104
01:45 1 11 5 25 6 36 52 187 56 290 108 477
02:00 0 6 6 57 56 113
02:15 1 4 5 45 60 105
02:30 3 9 12 47 74 121
02:45 1 5 12 31 13 36 47 196 90 280 137 476
03:00 0 6 6 56 97 153
03:15 4 3 7 52 76 128
03:30 8 9 17 68 78 146
03:45 9 21 10 28 19 49 59 235 96 347 155 582
04:00 7 10 17 62 97 159
04:15 9 11 20 52 83 135
04:30 13 18 31 77 103 180
04:45 15 44 30 69 45 113 50 241 101 384 151 625
05:00 15 23 38 64 101 165
05:15 21 34 55 68 114 182
05:30 34 32 66 58 91 149
05:45 25 95 36 125 61 220 73 263 83 389 156 652
06:00 20 64 84 60 58 118
06:15 37 70 107 60 57 117
06:30 42 90 132 49 73 122
06:45 40 139 73 297 113 436 53 222 59 247 112 469
07:00 60 88 148 31 56 87
07:15 62 117 179 26 51 77
07:30 84 130 214 21 49 70
07:45 82 288 106 441 188 729 30 108 38 194 68 302
08:00 74 106 180 36 67 103
08:15 58 89 147 22 54 76
08:30 36 83 119 26 58 84
08:45 47 215 72 350 119 565 26 110 45 224 71 334
09:00 45 75 120 17 32 49
09:15 46 45 91 24 31 55
09:30 52 70 122 23 37 60
09:45 31 174 52 242 83 416 18 82 33 133 51 215
10:00 36 60 96 13 42 55
10:15 43 60 103 11 39 50
10:30 33 61 94 17 25 42
10:45 45 157 55 236 100 393 12 53 32 138 44 191
11:00 44 63 107 16 18 34
11:15 39 64 103 7 15 22
11:30 32 56 88 5 21 26
11:45 49 164 66 249 115 413 4 32 11 65 15 97
TOTALS 1329 2128 3457 1934 2997 4931
SPLIT % 38.4% 61.6% 41.2% 39.2% 60.8% 58.8%
NB SB EB WB
3,263 5,125 0 0
AM Peak Hour 07:15 07:15 07:15 17:00 16:30 16:30
AM Pk Volume 302 459 761 263 419 678
Pk Hr Factor 0.899 0.883 0.889 0.901 0.919 0.931
7 - 9 Volume 503 791 0 0 1294 504 773 0 0 1277
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:30 16:30
7 - 9 Pk Volume 302 459 0 0 761 263 419 0 0 678
Pk Hr Factor 0.899 0.883 0.000 0.000 0.889 0.901 0.919 0.000 0.000 0.931 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
8,388
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
San Gabriel River Pkwy from Springland Dr to Rose Hills Rd 21:30
21:45
22:00
Total
8,388
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-25
Day: City: Pico Rivera
Date: Project #: CA14_5220_024
NB SB EB WB
0 0 14,791 14,768
AM Period NB SB EB WB NB SB EB WB
00:00 43 43 86 209 202 411
00:15 26 34 60 198 168 366
00:30 33 29 62 201 217 418
00:45 16 118 28 134 44 252 179 787 205 792 384 1579
01:00 22 20 42 194 180 374
01:15 21 15 36 178 214 392
01:30 23 10 33 238 202 440
01:45 13 79 13 58 26 137 212 822 219 815 431 1637
02:00 12 19 31 216 183 399
02:15 21 15 36 276 193 469
02:30 8 27 35 278 235 513
02:45 24 65 19 80 43 145 269 1039 226 837 495 1876
03:00 16 16 32 253 218 471
03:15 25 21 46 292 213 505
03:30 25 37 62 290 206 496
03:45 42 108 32 106 74 214 310 1145 252 889 562 2034
04:00 28 35 63 306 213 519
04:15 54 44 98 332 215 547
04:30 65 102 167 325 209 534
04:45 74 221 93 274 167 495 329 1292 235 872 564 2164
05:00 55 87 142 316 213 529
05:15 80 154 234 399 260 659
05:30 122 210 332 344 197 541
05:45 151 408 229 680 380 1088 296 1355 216 886 512 2241 06:00 130 249 379 357 185 542
06:15 153 273 426 364 163 527
06:30 163 310 473 322 159 481
06:45 156 602 375 1207 531 1809 259 1302 167 674 426 1976 07:00 146 381 527 203 139 342
07:15 184 371 555 213 113 326
07:30 202 346 548 153 123 276
07:45 220 752 336 1434 556 2186 149 718 104 479 253 1197 08:00 189 334 523 145 110 255
08:15 181 346 527 155 112 267
08:30 152 285 437 105 80 185
08:45 147 669 241 1206 388 1875 102 507 80 382 182 889
09:00 149 229 378 120 80 200
09:15 144 239 383 103 91 194
09:30 156 241 397 119 66 185
09:45 143 592 170 879 313 1471 85 427 63 300 148 727
10:00 150 144 294 86 76 162
10:15 150 179 329 77 59 136
10:30 154 172 326 88 68 156
10:45 139 593 177 672 316 1265 69 320 54 257 123 577
11:00 168 169 337 54 64 118
11:15 162 163 325 58 39 97
11:30 166 185 351 51 37 88
11:45 180 676 170 687 350 1363 31 194 28 168 59 362
TOTALS 4883 7417 12300 9908 7351 17259
SPLIT % 39.7% 60.3% 41.6% 57.4% 42.6% 58.4%
NB SB EB WB
0 0 14,791 14,768
AM Peak Hour 07:15 06:45 07:00 17:15 16:30 16:45
AM Pk Volume 795 1473 2186 1396 917 2293
Pk Hr Factor 0.903 0.967 0.983 0.875 0.882 0.870
7 - 9 Volume 0 0 1421 2640 4061 0 0 2647 1758 4405
7 - 9 Peak Hour 07:15 07:00 07:00 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 795 1434 2186 0 0 1388 917 2293
Pk Hr Factor 0.000 0.000 0.903 0.941 0.983 0.000 0.000 0.870 0.882 0.870 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
29,559
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Slauson Ave from West City Limit to Rosemead Blvd
21:30
21:45
22:00
Total
29,559
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/23/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-26
Day: City: Pico Rivera
Date: Project #: CA14_5220_025
NB SB EB WB
0 0 15,397 14,546
AM Period NB SB EB WB NB SB EB WB
00:00 43 34 77 215 177 392
00:15 27 20 47 206 189 395
00:30 38 32 70 200 182 382
00:45 29 137 24 110 53 247 212 833 185 733 397 1566
01:00 22 18 40 208 187 395
01:15 16 18 34 202 198 400
01:30 27 16 43 225 189 414
01:45 22 87 17 69 39 156 239 874 204 778 443 1652
02:00 13 20 33 223 170 393
02:15 15 16 31 261 201 462
02:30 12 18 30 277 215 492
02:45 10 50 18 72 28 122 250 1011 244 830 494 1841
03:00 16 11 27 282 226 508
03:15 27 22 49 306 205 511
03:30 31 29 60 316 242 558
03:45 15 89 26 88 41 177 299 1203 241 914 540 2117
04:00 28 27 55 329 195 524
04:15 50 52 102 325 207 532
04:30 72 81 153 310 204 514
04:45 80 230 86 246 166 476 343 1307 227 833 570 2140
05:00 54 88 142 360 225 585
05:15 80 134 214 349 243 592
05:30 117 191 308 351 210 561
05:45 134 385 239 652 373 1037 336 1396 199 877 535 2273 06:00 102 265 367 339 179 518
06:15 136 277 413 325 152 477
06:30 142 347 489 269 144 413
06:45 188 568 393 1282 581 1850 278 1211 141 616 419 1827 07:00 159 387 546 255 142 397
07:15 175 314 489 228 110 338
07:30 228 362 590 200 108 308
07:45 263 825 353 1416 616 2241 165 848 108 468 273 1316 08:00 204 313 517 155 88 243
08:15 180 323 503 160 120 280
08:30 168 264 432 137 96 233
08:45 183 735 267 1167 450 1902 114 566 85 389 199 955
09:00 150 245 395 122 90 212
09:15 133 210 343 129 81 210
09:30 135 233 368 114 82 196
09:45 146 564 178 866 324 1430 122 487 55 308 177 795
10:00 163 217 380 88 58 146
10:15 184 182 366 93 53 146
10:30 159 162 321 72 58 130
10:45 158 664 184 745 342 1409 77 330 49 218 126 548
11:00 177 200 377 76 62 138
11:15 170 159 329 65 31 96
11:30 218 172 390 49 39 88
11:45 204 769 174 705 378 1474 38 228 32 164 70 392
TOTALS 5103 7418 12521 10294 7128 17422
SPLIT % 40.8% 59.2% 41.8% 59.1% 40.9% 58.2%
NB SB EB WB
0 0 15,397 14,546
AM Peak Hour 07:30 06:45 07:00 16:45 14:45 16:45
AM Pk Volume 875 1456 2241 1403 917 2308
Pk Hr Factor 0.832 0.926 0.909 0.974 0.940 0.975
7 - 9 Volume 0 0 1560 2583 4143 0 0 2703 1710 4413
7 - 9 Peak Hour 07:30 07:00 07:00 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 875 1416 2241 0 0 1403 905 2308
Pk Hr Factor 0.000 0.000 0.832 0.915 0.909 0.000 0.000 0.974 0.931 0.975 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Slauson Ave from Rosemead Blvd to East City Limit
21:30
21:45
22:00
Total
29,943
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
29,943
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-27
Day: City: Pico Rivera
Date: Project #: CA14_5220_026
NB SB EB WB
0 0 13,017 13,129
AM Period NB SB EB WB NB SB EB WB
00:00 25 20 45 200 133 333
00:15 25 17 42 169 131 300
00:30 15 16 31 166 125 291
00:45 12 77 10 63 22 140 154 689 155 544 309 1233
01:00 14 17 31 159 144 303
01:15 19 13 32 153 167 320
01:30 8 12 20 155 148 303
01:45 11 52 14 56 25 108 195 662 166 625 361 1287
02:00 19 5 24 198 163 361
02:15 12 5 17 201 178 379
02:30 18 13 31 244 217 461
02:45 16 65 9 32 25 97 234 877 265 823 499 1700
03:00 6 10 16 245 212 457
03:15 9 6 15 245 191 436
03:30 13 20 33 279 171 450
03:45 25 53 18 54 43 107 283 1052 204 778 487 1830
04:00 12 16 28 318 167 485
04:15 13 21 34 315 207 522
04:30 34 44 78 329 158 487
04:45 38 97 48 129 86 226 301 1263 212 744 513 2007
05:00 35 37 72 345 170 515
05:15 53 62 115 319 200 519
05:30 72 125 197 333 205 538
05:45 65 225 146 370 211 595 314 1311 202 777 516 2088
06:00 74 160 234 311 172 483
06:15 118 247 365 291 146 437
06:30 136 269 405 286 132 418
06:45 140 468 337 1013 477 1481 251 1139 152 602 403 1741 07:00 149 340 489 181 134 315
07:15 171 460 631 163 104 267
07:30 310 382 692 156 126 282
07:45 266 896 405 1587 671 2483 139 639 93 457 232 1096 08:00 194 378 572 120 98 218
08:15 237 353 590 113 81 194
08:30 138 368 506 95 85 180
08:45 141 710 297 1396 438 2106 86 414 89 353 175 767
09:00 104 278 382 78 86 164
09:15 130 209 339 83 89 172
09:30 125 234 359 75 74 149
09:45 138 497 161 882 299 1379 65 301 65 314 130 615
10:00 149 165 314 52 50 102
10:15 147 179 326 50 51 101
10:30 112 151 263 52 55 107
10:45 124 532 146 641 270 1173 51 205 49 205 100 410
11:00 136 149 285 45 50 95
11:15 139 137 276 31 39 70
11:30 171 115 286 50 34 84
11:45 185 631 135 536 320 1167 36 162 25 148 61 310
TOTALS 4303 6759 11062 8714 6370 15084
SPLIT % 38.9% 61.1% 42.3% 57.8% 42.2% 57.7%
NB SB EB WB
0 0 13,017 13,129
AM Peak Hour 07:30 07:15 07:15 17:00 14:30 17:00
AM Pk Volume 1007 1625 2566 1311 885 2088
Pk Hr Factor 0.812 0.883 0.927 0.950 0.835 0.970
7 - 9 Volume 0 0 1606 2983 4589 0 0 2574 1521 4095
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:45 17:00
7 - 9 Pk Volume 0 0 1007 1625 2566 0 0 1311 787 2088
Pk Hr Factor 0.000 0.000 0.812 0.883 0.927 0.000 0.000 0.950 0.928 0.970 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/23/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Telegraph Rd from West City Limit to Rosemead Blvd
21:30
21:45
22:00
Total
26,146
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
26,146
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-28
Day: City: Pico Rivera
Date: Project #: CA14_5220_027
NB SB EB WB
0 0 14,997 16,237
AM Period NB SB EB WB NB SB EB WB
00:00 31 20 51 218 176 394
00:15 20 16 36 195 187 382
00:30 20 15 35 210 206 416
00:45 15 86 16 67 31 153 174 797 210 779 384 1576
01:00 15 10 25 180 203 383
01:15 32 12 44 187 234 421
01:30 11 16 27 188 205 393
01:45 11 69 10 48 21 117 203 758 199 841 402 1599
02:00 20 9 29 250 221 471
02:15 12 3 15 219 181 400
02:30 19 14 33 257 235 492
02:45 15 66 14 40 29 106 261 987 320 957 581 1944
03:00 8 10 18 329 289 618
03:15 7 13 20 312 251 563
03:30 14 14 28 282 252 534
03:45 19 48 19 56 38 104 338 1261 235 1027 573 2288
04:00 14 19 33 328 242 570
04:15 18 42 60 352 241 593
04:30 25 53 78 354 217 571
04:45 37 94 63 177 100 271 337 1371 267 967 604 2338
05:00 27 47 74 314 236 550
05:15 53 108 161 365 237 602
05:30 66 178 244 337 275 612
05:45 78 224 192 525 270 749 353 1369 259 1007 612 2376 06:00 74 219 293 352 240 592
06:15 126 292 418 287 207 494
06:30 155 342 497 334 171 505
06:45 196 551 386 1239 582 1790 258 1231 172 790 430 2021 07:00 156 429 585 207 178 385
07:15 196 526 722 208 152 360
07:30 319 451 770 187 152 339
07:45 342 1013 453 1859 795 2872 184 786 114 596 298 1382 08:00 292 433 725 155 136 291
08:15 308 425 733 153 117 270
08:30 158 381 539 136 104 240
08:45 159 917 323 1562 482 2479 114 558 93 450 207 1008 09:00 133 265 398 121 104 225
09:15 143 223 366 100 114 214
09:30 127 247 374 108 90 198
09:45 148 551 186 921 334 1472 101 430 80 388 181 818
10:00 154 187 341 76 57 133
10:15 160 216 376 68 71 139
10:30 127 196 323 72 51 123
10:45 152 593 186 785 338 1378 61 277 54 233 115 510
11:00 156 200 356 71 55 126
11:15 179 197 376 63 30 93
11:30 181 165 346 67 46 113
11:45 199 715 195 757 394 1472 44 245 35 166 79 411
TOTALS 4927 8036 12963 10070 8201 18271
SPLIT % 38.0% 62.0% 41.5% 55.1% 44.9% 58.5%
NB SB EB WB
0 0 14,997 16,237
AM Peak Hour 07:30 07:15 07:30 17:15 14:45 17:15
AM Pk Volume 1261 1863 3023 1407 1112 2418
Pk Hr Factor 0.922 0.885 0.951 0.964 0.869 0.988
7 - 9 Volume 0 0 1930 3421 5351 0 0 2740 1974 4714
7 - 9 Peak Hour 07:30 07:15 07:30 16:00 16:45 17:00
7 - 9 Pk Volume 0 0 1261 1863 3023 0 0 1371 1015 2376
Pk Hr Factor 0.000 0.000 0.922 0.885 0.951 0.000 0.000 0.968 0.923 0.971 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Telegraph Rd from Rosemead Blvd to East City Limit
21:30
21:45
22:00
Total
31,234
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
31,234
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-29
Day: City: Pico Rivera
Date: Project #: CA14_5220_028
NB SB EB WB
0 0 18,625 18,765
AM Period NB SB EB WB NB SB EB WB
00:00 56 44 100 271 218 489
00:15 47 38 85 280 240 520
00:30 52 20 72 254 235 489
00:45 33 188 30 132 63 320 258 1063 252 945 510 2008
01:00 47 33 80 251 278 529
01:15 24 24 48 268 233 501
01:30 37 33 70 266 261 527
01:45 17 125 33 123 50 248 305 1090 271 1043 576 2133
02:00 39 30 69 255 260 515
02:15 23 31 54 295 242 537
02:30 26 40 66 319 225 544
02:45 19 107 24 125 43 232 343 1212 258 985 601 2197
03:00 27 27 54 358 254 612
03:15 21 41 62 326 308 634
03:30 31 42 73 358 232 590
03:45 22 101 38 148 60 249 362 1404 276 1070 638 2474
04:00 42 50 92 394 275 669
04:15 48 42 90 364 262 626
04:30 66 79 145 404 251 655
04:45 75 231 100 271 175 502 404 1566 263 1051 667 2617 05:00 81 100 181 379 301 680
05:15 94 124 218 397 263 660
05:30 110 204 314 426 263 689
05:45 100 385 233 661 333 1046 439 1641 254 1081 693 2722 06:00 113 234 347 356 264 620
06:15 130 264 394 423 244 667
06:30 130 336 466 337 224 561
06:45 150 523 406 1240 556 1763 348 1464 231 963 579 2427 07:00 155 376 531 334 230 564
07:15 206 458 664 293 210 503
07:30 266 369 635 260 219 479
07:45 208 835 358 1561 566 2396 232 1119 190 849 422 1968 08:00 222 400 622 227 239 466
08:15 205 360 565 198 196 394
08:30 181 281 462 203 206 409
08:45 180 788 332 1373 512 2161 175 803 195 836 370 1639 09:00 171 261 432 195 152 347
09:15 183 272 455 173 175 348
09:30 191 248 439 149 175 324
09:45 184 729 276 1057 460 1786 114 631 151 653 265 1284 10:00 202 219 421 132 136 268
10:15 212 221 433 107 113 220
10:30 212 222 434 111 104 215
10:45 232 858 243 905 475 1763 151 501 85 438 236 939
11:00 217 240 457 113 80 193
11:15 205 271 476 88 86 174
11:30 257 238 495 71 52 123
11:45 252 931 249 998 501 1929 58 330 39 257 97 587
TOTALS 5801 8594 14395 12824 10171 22995
SPLIT % 40.3% 59.7% 38.5% 55.8% 44.2% 61.5%
NB SB EB WB
0 0 18,625 18,765
AM Peak Hour 11:30 06:45 07:15 17:30 15:15 17:00
AM Pk Volume 1060 1609 2487 1644 1091 2722
Pk Hr Factor 0.946 0.878 0.936 0.936 0.886 0.982
7 - 9 Volume 0 0 1623 2934 4557 0 0 3207 2132 5339
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:45 17:00
7 - 9 Pk Volume 0 0 902 1585 2487 0 0 1641 1090 2722
Pk Hr Factor 0.000 0.000 0.848 0.865 0.936 0.000 0.000 0.935 0.905 0.982 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Washington Blvd from West City Limit to Rosemead Blvd
21:30
21:45
22:00
Total
37,390
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
37,390
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-30
Day: City: Pico Rivera
Date: Project #: CA14_5220_029
NB SB EB WB
0 0 17,853 18,642
AM Period NB SB EB WB NB SB EB WB
00:00 62 50 112 231 240 471
00:15 43 37 80 233 224 457
00:30 45 18 63 227 244 471
00:45 38 188 31 136 69 324 227 918 261 969 488 1887
01:00 44 35 79 238 252 490
01:15 22 22 44 244 263 507
01:30 27 34 61 244 261 505
01:45 29 122 28 119 57 241 275 1001 257 1033 532 2034
02:00 31 31 62 259 247 506
02:15 17 23 40 256 227 483
02:30 19 42 61 283 249 532
02:45 14 81 35 131 49 212 351 1149 255 978 606 2127
03:00 34 27 61 323 278 601
03:15 23 42 65 340 311 651
03:30 31 44 75 317 294 611
03:45 27 115 40 153 67 268 360 1340 306 1189 666 2529
04:00 44 46 90 354 268 622
04:15 42 42 84 390 251 641
04:30 75 79 154 345 277 622
04:45 60 221 105 272 165 493 362 1451 271 1067 633 2518 05:00 79 116 195 382 294 676
05:15 83 155 238 395 277 672
05:30 112 209 321 369 269 638
05:45 94 368 250 730 344 1098 407 1553 267 1107 674 2660 06:00 102 241 343 370 247 617
06:15 149 277 426 416 219 635
06:30 156 323 479 335 249 584
06:45 168 575 470 1311 638 1886 273 1394 227 942 500 2336 07:00 194 402 596 296 219 515
07:15 233 428 661 258 194 452
07:30 323 363 686 220 177 397
07:45 253 1003 369 1562 622 2565 222 996 203 793 425 1789 08:00 214 409 623 190 177 367
08:15 190 367 557 196 192 388
08:30 203 293 496 191 156 347
08:45 171 778 350 1419 521 2197 191 768 179 704 370 1472 09:00 183 251 434 175 124 299
09:15 175 279 454 182 123 305
09:30 186 266 452 150 118 268
09:45 174 718 246 1042 420 1760 125 632 120 485 245 1117 10:00 207 220 427 149 88 237
10:15 191 241 432 118 101 219
10:30 187 233 420 119 91 210
10:45 208 793 239 933 447 1726 144 530 73 353 217 883
11:00 182 240 422 130 72 202
11:15 195 254 449 79 52 131
11:30 211 248 459 80 44 124
11:45 220 808 263 1005 483 1813 62 351 41 209 103 560
TOTALS 5770 8813 14583 12083 9829 21912
SPLIT % 39.6% 60.4% 40.0% 55.1% 44.9% 60.0%
NB SB EB WB
0 0 17,853 18,642
AM Peak Hour 07:15 06:45 07:15 17:30 15:00 17:00
AM Pk Volume 1023 1663 2592 1562 1189 2660
Pk Hr Factor 0.792 0.885 0.945 0.939 0.956 0.984
7 - 9 Volume 0 0 1781 2981 4762 0 0 3004 2174 5178
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:30 17:00
7 - 9 Pk Volume 0 0 1023 1569 2592 0 0 1553 1119 2660
Pk Hr Factor 0.000 0.000 0.792 0.916 0.945 0.000 0.000 0.954 0.952 0.984 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Washington Blvd from Rosemead Blvd to East City Limit
21:30
21:45
22:00
Total
36,495
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
36,495
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-31
Day: City: Pico Rivera
Date: Project #: CA14_5220_030
NB SB EB WB
0 0 13,275 12,532
AM Period NB SB EB WB NB SB EB WB
00:00 17 28 45 185 181 366
00:15 20 24 44 212 186 398
00:30 23 35 58 199 182 381
00:45 14 74 24 111 38 185 206 802 160 709 366 1511
01:00 22 20 42 225 175 400
01:15 16 21 37 188 204 392
01:30 11 16 27 224 184 408
01:45 11 60 8 65 19 125 210 847 170 733 380 1580
02:00 9 8 17 206 183 389
02:15 7 13 20 207 177 384
02:30 27 17 44 225 186 411
02:45 17 60 12 50 29 110 227 865 178 724 405 1589
03:00 11 8 19 238 188 426
03:15 10 14 24 246 180 426
03:30 16 11 27 289 185 474
03:45 23 60 14 47 37 107 292 1065 218 771 510 1836
04:00 25 19 44 266 170 436
04:15 27 20 47 270 172 442
04:30 27 42 69 275 178 453
04:45 45 124 53 134 98 258 336 1147 165 685 501 1832
05:00 51 43 94 322 183 505
05:15 51 50 101 326 185 511
05:30 68 73 141 339 190 529
05:45 62 232 111 277 173 509 337 1324 182 740 519 2064
06:00 63 118 181 316 173 489
06:15 64 120 184 304 173 477
06:30 105 195 300 253 211 464
06:45 102 334 264 697 366 1031 268 1141 169 726 437 1867 07:00 89 248 337 219 149 368
07:15 112 277 389 200 165 365
07:30 143 320 463 172 133 305
07:45 149 493 285 1130 434 1623 155 746 149 596 304 1342 08:00 138 248 386 170 170 340
08:15 136 241 377 164 143 307
08:30 136 239 375 144 130 274
08:45 125 535 195 923 320 1458 119 597 122 565 241 1162 09:00 146 171 317 123 115 238
09:15 136 160 296 132 127 259
09:30 137 170 307 105 115 220
09:45 133 552 154 655 287 1207 94 454 85 442 179 896
10:00 133 169 302 74 78 152
10:15 154 168 322 89 72 161
10:30 164 145 309 77 75 152
10:45 163 614 151 633 314 1247 61 301 64 289 125 590
11:00 177 172 349 42 44 86
11:15 158 154 312 40 40 80
11:30 176 169 345 28 43 71
11:45 196 707 169 664 365 1371 31 141 39 166 70 307
TOTALS 3845 5386 9231 9430 7146 16576
SPLIT % 41.7% 58.3% 35.8% 56.9% 43.1% 64.2%
NB SB EB WB
0 0 13,275 12,532
AM Peak Hour 11:45 07:00 07:15 17:00 15:00 17:00
AM Pk Volume 792 1130 1672 1324 771 2064
Pk Hr Factor 0.934 0.883 0.903 0.976 0.884 0.975
7 - 9 Volume 0 0 1028 2053 3081 0 0 2471 1425 3896
7 - 9 Peak Hour 07:30 07:00 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 0 0 566 1130 1672 0 0 1324 740 2064
Pk Hr Factor 0.000 0.000 0.950 0.883 0.903 0.000 0.000 0.976 0.974 0.975 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Whittier Blvd from West City Limit to Paramount Blvd
21:30
21:45
22:00
Total
25,807
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
25,807
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-32
Day: City: Pico Rivera
Date: Project #: CA14_5220_031
NB SB EB WB
0 0 12,165 12,683
AM Period NB SB EB WB NB SB EB WB
00:00 23 38 61 202 183 385
00:15 28 23 51 184 179 363
00:30 21 23 44 191 193 384
00:45 13 85 24 108 37 193 184 761 183 738 367 1499
01:00 24 16 40 193 189 382
01:15 27 14 41 181 198 379
01:30 14 17 31 193 177 370
01:45 15 80 10 57 25 137 178 745 171 735 349 1480
02:00 16 10 26 177 199 376
02:15 7 19 26 186 199 385
02:30 20 19 39 219 182 401
02:45 11 54 16 64 27 118 197 779 203 783 400 1562
03:00 11 11 22 206 176 382
03:15 11 15 26 221 178 399
03:30 15 22 37 239 192 431
03:45 27 64 18 66 45 130 228 894 196 742 424 1636
04:00 19 26 45 221 179 400
04:15 27 30 57 226 174 400
04:30 25 60 85 261 166 427
04:45 46 117 62 178 108 295 266 974 202 721 468 1695
05:00 51 49 100 268 203 471
05:15 58 62 120 261 194 455
05:30 68 89 157 281 186 467
05:45 69 246 122 322 191 568 283 1093 198 781 481 1874
06:00 72 127 199 284 199 483
06:15 59 136 195 264 179 443
06:30 96 214 310 258 204 462
06:45 90 317 247 724 337 1041 244 1050 164 746 408 1796 07:00 96 251 347 221 152 373
07:15 98 254 352 167 171 338
07:30 131 276 407 172 144 316
07:45 139 464 269 1050 408 1514 163 723 158 625 321 1348 08:00 129 209 338 140 171 311
08:15 135 230 365 127 146 273
08:30 117 203 320 163 122 285
08:45 128 509 196 838 324 1347 120 550 126 565 246 1115 09:00 135 163 298 118 102 220
09:15 122 148 270 126 119 245
09:30 131 195 326 108 106 214
09:45 137 525 151 657 288 1182 67 419 93 420 160 839
10:00 126 166 292 74 97 171
10:15 146 149 295 75 66 141
10:30 156 156 312 84 87 171
10:45 156 584 157 628 313 1212 61 294 46 296 107 590
11:00 159 163 322 49 51 100
11:15 168 186 354 42 33 75
11:30 177 160 337 34 41 75
11:45 175 679 166 675 341 1354 34 159 39 164 73 323
TOTALS 3724 5367 9091 8441 7316 15757
SPLIT % 41.0% 59.0% 36.6% 53.6% 46.4% 63.4%
NB SB EB WB
0 0 12,165 12,683
AM Peak Hour 11:45 07:00 07:30 17:30 16:45 17:15
AM Pk Volume 752 1050 1518 1112 785 1886
Pk Hr Factor 0.931 0.951 0.930 0.979 0.967 0.976
7 - 9 Volume 0 0 973 1888 2861 0 0 2067 1502 3569
7 - 9 Peak Hour 07:30 07:00 07:30 17:00 16:45 17:00
7 - 9 Pk Volume 0 0 534 1050 1518 0 0 1093 785 1874
Pk Hr Factor 0.000 0.000 0.960 0.951 0.930 0.000 0.000 0.966 0.967 0.974 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
24,848
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Whittier Blvd from Paramount Blvd to Passons Blvd
21:30
21:45
22:00
Total
24,848
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-33
Day: City: Pico Rivera
Date: Project #: CA14_5220_032
NB SB EB WB
0 0 16,536 16,235
AM Period NB SB EB WB NB SB EB WB
00:00 41 32 73 239 243 482
00:15 35 39 74 270 225 495
00:30 37 21 58 238 245 483
00:45 27 140 23 115 50 255 255 1002 239 952 494 1954
01:00 30 19 49 262 222 484
01:15 22 15 37 290 223 513
01:30 16 15 31 250 205 455
01:45 13 81 12 61 25 142 266 1068 244 894 510 1962
02:00 16 9 25 251 223 474
02:15 9 24 33 242 247 489
02:30 24 12 36 262 235 497
02:45 13 62 15 60 28 122 272 1027 267 972 539 1999
03:00 18 12 30 282 243 525
03:15 19 23 42 279 232 511
03:30 38 26 64 284 261 545
03:45 29 104 35 96 64 200 276 1121 258 994 534 2115
04:00 33 28 61 285 266 551
04:15 45 34 79 257 262 519
04:30 57 61 118 283 225 508
04:45 60 195 75 198 135 393 291 1116 250 1003 541 2119
05:00 73 64 137 353 273 626
05:15 107 69 176 284 250 534
05:30 139 94 233 314 259 573
05:45 113 432 120 347 233 779 299 1250 270 1052 569 2302 06:00 109 139 248 286 225 511
06:15 129 177 306 284 245 529
06:30 149 210 359 293 246 539
06:45 154 541 290 816 444 1357 264 1127 216 932 480 2059 07:00 175 292 467 262 210 472
07:15 224 298 522 248 187 435
07:30 271 366 637 234 211 445
07:45 248 918 319 1275 567 2193 242 986 211 819 453 1805 08:00 235 323 558 218 165 383
08:15 211 320 531 226 193 419
08:30 207 244 451 199 165 364
08:45 194 847 256 1143 450 1990 179 822 148 671 327 1493 09:00 194 234 428 180 146 326
09:15 189 207 396 156 146 302
09:30 174 231 405 139 135 274
09:45 192 749 220 892 412 1641 139 614 134 561 273 1175 10:00 207 196 403 111 120 231
10:15 188 203 391 100 95 195
10:30 212 237 449 91 89 180
10:45 223 830 231 867 454 1697 70 372 61 365 131 737
11:00 189 233 422 75 67 142
11:15 221 219 440 53 64 117
11:30 245 264 509 59 40 99
11:45 246 901 221 937 467 1838 44 231 42 213 86 444
TOTALS 5800 6807 12607 10736 9428 20164
SPLIT % 46.0% 54.0% 38.5% 53.2% 46.8% 61.5%
NB SB EB WB
0 0 16,536 16,235
AM Peak Hour 11:30 07:30 07:30 17:00 17:00 17:00
AM Pk Volume 1000 1328 2293 1250 1052 2302
Pk Hr Factor 0.926 0.907 0.900 0.885 0.963 0.919
7 - 9 Volume 0 0 1765 2418 4183 0 0 2366 2055 4421
7 - 9 Peak Hour 07:15 07:30 07:30 17:00 17:00 17:00
7 - 9 Pk Volume 0 0 978 1328 2293 0 0 1250 1052 2302
Pk Hr Factor 0.000 0.000 0.902 0.907 0.900 0.000 0.000 0.885 0.963 0.919 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/22/2014
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Whittier Blvd from Passons Blvd to East City Limit
21:30
21:45
22:00
Total
32,771
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
32,771
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Page C-34
Day: City: Pico Rivera
Date: Project #: CA14_5220_033
NB SB EB WB
0 0 5,108 4,101
AM Period NB SB EB WB NB SB EB WB
00:00 7 13 20 44 36 80
00:15 5 9 14 51 49 100
00:30 7 10 17 68 59 127
00:45 8 27 3 35 11 62 51 214 51 195 102 409
01:00 7 8 15 60 43 103
01:15 4 6 10 65 34 99
01:30 4 4 8 96 46 142
01:45 4 19 5 23 9 42 73 294 56 179 129 473
02:00 4 4 8 84 52 136
02:15 6 1 7 80 49 129
02:30 7 1 8 76 48 124
02:45 6 23 2 8 8 31 84 324 69 218 153 542
03:00 4 1 5 82 65 147
03:15 5 5 10 104 57 161
03:30 1 6 7 106 68 174
03:45 5 15 8 20 13 35 132 424 65 255 197 679
04:00 4 0 4 102 67 169
04:15 5 5 10 136 73 209
04:30 13 12 25 119 74 193
04:45 11 33 11 28 22 61 155 512 80 294 235 806
05:00 14 13 27 164 95 259
05:15 27 16 43 175 86 261
05:30 40 31 71 142 64 206
05:45 30 111 33 93 63 204 140 621 76 321 216 942
06:00 33 46 79 124 71 195
06:15 35 49 84 109 56 165
06:30 52 67 119 127 72 199
06:45 70 190 86 248 156 438 71 431 67 266 138 697
07:00 62 83 145 74 52 126
07:15 67 117 184 65 38 103
07:30 95 136 231 80 54 134
07:45 80 304 110 446 190 750 52 271 54 198 106 469
08:00 88 98 186 66 56 122
08:15 69 100 169 48 46 94
08:30 60 72 132 39 36 75
08:45 49 266 67 337 116 603 40 193 33 171 73 364
09:00 44 61 105 54 31 85
09:15 39 63 102 23 27 50
09:30 60 60 120 38 26 64
09:45 51 194 43 227 94 421 36 151 37 121 73 272
10:00 37 43 80 33 22 55
10:15 40 39 79 29 6 35
10:30 48 35 83 29 17 46
10:45 44 169 42 159 86 328 19 110 14 59 33 169
11:00 40 38 78 13 16 29
11:15 42 39 81 13 12 25
11:30 41 41 82 11 13 24
11:45 44 167 36 154 80 321 8 45 5 46 13 91
TOTALS 1518 1778 3296 3590 2323 5913
SPLIT % 46.1% 53.9% 35.8% 60.7% 39.3% 64.2%
NB SB EB WB
0 0 5,108 4,101
AM Peak Hour 07:30 07:15 07:15 16:45 16:30 16:45
AM Pk Volume 332 461 791 636 335 961
Pk Hr Factor 0.874 0.847 0.856 0.909 0.882 0.920
7 - 9 Volume 0 0 570 783 1353 0 0 1133 615 1748
7 - 9 Peak Hour 07:30 07:15 07:15 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 332 461 791 0 0 636 335 961
Pk Hr Factor 0.000 0.000 0.874 0.847 0.856 0.000 0.000 0.909 0.882 0.920 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
9,209
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Gallatin Rd from Paramount Blvd to Rosemead Blvd
21:30
21:45
22:00
Total
9,209
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/30/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-35
Day: City: Pico Rivera
Date: Project #: CA14_5220_034
NB SB EB WB
0 0 1,857 2,097
AM Period NB SB EB WB NB SB EB WB
00:00 1 5 6 19 34 53
00:15 3 3 6 26 32 58
00:30 1 0 1 30 23 53
00:45 3 8 2 10 5 18 34 109 36 125 70 234
01:00 0 1 1 23 40 63
01:15 2 1 3 30 35 65
01:30 0 1 1 22 32 54
01:45 4 6 1 4 5 10 30 105 16 123 46 228
02:00 2 4 6 42 37 79
02:15 1 1 2 24 36 60
02:30 0 5 5 44 46 90
02:45 3 6 0 10 3 16 41 151 30 149 71 300
03:00 1 1 2 32 47 79
03:15 2 4 6 33 30 63
03:30 3 3 6 39 18 57
03:45 5 11 2 10 7 21 41 145 34 129 75 274
04:00 1 4 5 52 35 87
04:15 9 9 18 36 33 69
04:30 6 11 17 41 38 79
04:45 17 33 16 40 33 73 41 170 30 136 71 306
05:00 13 13 26 53 48 101
05:15 7 17 24 48 30 78
05:30 16 28 44 42 27 69
05:45 28 64 29 87 57 151 46 189 24 129 70 318
06:00 14 29 43 34 16 50
06:15 24 29 53 31 23 54
06:30 13 44 57 20 16 36
06:45 16 67 42 144 58 211 22 107 16 71 38 178
07:00 19 47 66 28 14 42
07:15 18 69 87 16 22 38
07:30 36 80 116 15 16 31
07:45 34 107 62 258 96 365 18 77 9 61 27 138
08:00 24 62 86 17 12 29
08:15 23 42 65 6 13 19
08:30 22 30 52 16 6 22
08:45 15 84 33 167 48 251 9 48 9 40 18 88
09:00 18 35 53 7 6 13
09:15 14 30 44 9 9 18
09:30 16 29 45 5 6 11
09:45 30 78 33 127 63 205 9 30 7 28 16 58
10:00 25 24 49 11 10 21
10:15 27 21 48 8 5 13
10:30 20 26 46 9 9 18
10:45 19 91 22 93 41 184 7 35 2 26 9 61
11:00 18 24 42 18 7 25
11:15 24 19 43 10 6 16
11:30 25 38 63 4 7 11
11:45 30 97 28 109 58 206 7 39 1 21 8 60
TOTALS 652 1059 1711 1205 1038 2243
SPLIT % 38.1% 61.9% 43.3% 53.7% 46.3% 56.7%
NB SB EB WB
0 0 1,857 2,097
AM Peak Hour 07:30 07:15 07:15 17:00 14:15 16:30
AM Pk Volume 117 273 385 189 159 329
Pk Hr Factor 0.813 0.853 0.830 0.892 0.846 0.814
7 - 9 Volume 0 0 191 425 616 0 0 359 265 624
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:15 16:30
7 - 9 Pk Volume 0 0 117 273 385 0 0 189 149 329
Pk Hr Factor 0.000 0.000 0.813 0.853 0.830 0.000 0.000 0.892 0.776 0.814 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
3,954
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rex Rd from Paramount Blvd to Rosemead Blvd
21:30
21:45
22:00
Total
3,954
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/29/2014
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Page C-36
Counts
2019
Page C-37
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_001
NB SB EB WB
0 0 13,943 13,204
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 40 23 63 0 0 161 164 325
00:15 0 0 19 22 41 0 0 231 178 409
00:30 0 0 24 31 55 0 0 198 168 366
00:45 0 0 20 103 20 96 40 199 0 0 162 752 180 690 342 1442 01:00 0 0 16 19 35 0 0 173 196 369
01:15 0 0 10 10 20 0 0 198 182 380
01:30 0 0 16 11 27 0 0 198 185 383
01:45 0 0 8 50 13 53 21 103 0 0 203 772 161 724 364 1496 02:00 0 0 5 14 19 0 0 239 146 385
02:15 0 0 10 12 22 0 0 242 184 426
02:30 0 0 12 10 22 0 0 255 184 439
02:45 0 0 23 50 6 42 29 92 0 0 285 1021 212 726 497 1747 03:00 0 0 14 15 29 0 0 280 191 471
03:15 0 0 19 11 30 0 0 305 171 476
03:30 0 0 15 14 29 0 0 354 203 557
03:45 0 0 21 69 20 60 41 129 0 0 331 1270 187 752 518 2022 04:00 0 0 19 26 45 0 0 300 193 493
04:15 0 0 23 16 39 0 0 293 149 442
04:30 0 0 39 31 70 0 0 310 161 471
04:45 0 0 45 126 36 109 81 235 0 0 352 1255 169 672 521 1927 05:00 0 0 53 46 99 0 0 315 167 482
05:15 0 0 63 97 160 0 0 382 164 546
05:30 0 0 92 168 260 0 0 350 192 542
05:45 0 0 94 302 172 483 266 785 0 0 311 1358 156 679 467 2037 06:00 0 0 63 188 251 0 0 330 175 505
06:15 0 0 69 219 288 0 0 312 141 453
06:30 0 0 94 284 378 0 0 332 169 501
06:45 0 0 122 348 294 985 416 1333 0 0 286 1260 151 636 437 1896 07:00 0 0 125 326 451 0 0 270 146 416
07:15 0 0 155 303 458 0 0 213 150 363
07:30 0 0 196 344 540 0 0 197 101 298
07:45 0 0 189 665 323 1296 512 1961 0 0 173 853 141 538 314 1391 08:00 0 0 172 343 515 0 0 155 118 273
08:15 0 0 151 295 446 0 0 144 121 265
08:30 0 0 165 283 448 0 0 120 132 252
08:45 0 0 113 601 226 1147 339 1748 0 0 141 560 111 482 252 1042 09:00 0 0 124 234 358 0 0 106 113 219
09:15 0 0 122 205 327 0 0 102 106 208
09:30 0 0 143 157 300 0 0 100 92 192
09:45 0 0 141 530 214 810 355 1340 0 0 72 380 96 407 168 787 10:00 0 0 112 156 268 0 0 82 74 156
10:15 0 0 124 191 315 0 0 74 93 167
10:30 0 0 158 170 328 0 0 60 59 119
10:45 0 0 164 558 174 691 338 1249 0 0 49 265 46 272 95 537 11:00 0 0 152 158 310 0 0 61 32 93
11:15 0 0 157 195 352 0 0 45 42 87
11:30 0 0 137 149 286 0 0 42 38 80
11:45 0 0 159 605 195 697 354 1302 0 0 42 190 45 157 87 347 TOTALS 4007 6469 10476 9936 6735 16671
SPLIT % 38.2% 61.8% 38.6% 59.6% 40.4% 61.4%
NB SB EB WB
0 0 13,943 13,204
AM Peak Hour 11:45 07:15 07:15 16:45 14:45 16:45
AM Pk Volume 749 1313 2025 1399 777 2091
Pk Hr Factor 0.811 0.954 0.938 0.916 0.916 0.957
7 - 9 Volume 1266 2443 3709 2613 1351 3964
7 - 9 Peak Hour 07:15 07:15 07:15 16:45 16:45 16:45
7 - 9 Pk Volume 712 1313 2025 1399 692 2091
Pk Hr Factor 0.908 0.954 0.938 0.916 0.901 0.957
DAILY TOTALS Total
27,147
VOLUME
Beverly Blvd Bet. Pine St & Rosemead Blvd
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
27,147
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-38
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_002
NB SB EB WB
0 0 17,482 17,146
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 35 28 63 0 0 195 208 403
00:15 0 0 26 20 46 0 0 256 195 451
00:30 0 0 22 25 47 0 0 260 232 492
00:45 0 0 19 102 19 92 38 194 0 0 211 922 200 835 411 1757 01:00 0 0 15 16 31 0 0 252 251 503
01:15 0 0 13 18 31 0 0 246 210 456
01:30 0 0 16 15 31 0 0 224 203 427
01:45 0 0 8 52 18 67 26 119 0 0 273 995 206 870 479 1865 02:00 0 0 9 13 22 0 0 264 215 479
02:15 0 0 13 14 27 0 0 332 205 537
02:30 0 0 17 13 30 0 0 301 241 542
02:45 0 0 20 59 8 48 28 107 0 0 360 1257 276 937 636 2194 03:00 0 0 17 10 27 0 0 367 264 631
03:15 0 0 17 12 29 0 0 350 198 548
03:30 0 0 26 12 38 0 0 442 250 692
03:45 0 0 25 85 21 55 46 140 0 0 375 1534 254 966 629 2500 04:00 0 0 19 30 49 0 0 392 201 593
04:15 0 0 32 19 51 0 0 356 193 549
04:30 0 0 47 47 94 0 0 406 212 618
04:45 0 0 62 160 55 151 117 311 0 0 401 1555 219 825 620 2380 05:00 0 0 75 77 152 0 0 423 218 641
05:15 0 0 72 108 180 0 0 401 262 663
05:30 0 0 113 199 312 0 0 443 249 692
05:45 0 0 127 387 215 599 342 986 0 0 386 1653 225 954 611 2607 06:00 0 0 83 236 319 0 0 411 222 633
06:15 0 0 90 306 396 0 0 384 240 624
06:30 0 0 122 423 545 0 0 415 197 612
06:45 0 0 153 448 434 1399 587 1847 0 0 353 1563 183 842 536 2405 07:00 0 0 178 501 679 0 0 330 203 533
07:15 0 0 179 423 602 0 0 318 144 462
07:30 0 0 275 479 754 0 0 255 151 406
07:45 0 0 237 869 439 1842 676 2711 0 0 262 1165 167 665 429 1830 08:00 0 0 213 442 655 0 0 168 130 298
08:15 0 0 174 405 579 0 0 238 150 388
08:30 0 0 207 437 644 0 0 153 157 310
08:45 0 0 150 744 402 1686 552 2430 0 0 176 735 119 556 295 1291 09:00 0 0 164 336 500 0 0 133 128 261
09:15 0 0 175 259 434 0 0 125 126 251
09:30 0 0 139 289 428 0 0 108 108 216
09:45 0 0 175 653 243 1127 418 1780 0 0 108 474 109 471 217 945 10:00 0 0 131 200 331 0 0 105 93 198
10:15 0 0 181 243 424 0 0 95 98 193
10:30 0 0 197 193 390 0 0 91 80 171
10:45 0 0 211 720 204 840 415 1560 0 0 67 358 60 331 127 689 11:00 0 0 171 206 377 0 0 66 42 108
11:15 0 0 212 226 438 0 0 57 46 103
11:30 0 0 180 182 362 0 0 52 39 91
11:45 0 0 193 756 203 817 396 1573 0 0 61 236 44 171 105 407 TOTALS 5035 8723 13758 12447 8423 20870
SPLIT % 36.6% 63.4% 39.7% 59.6% 40.4% 60.3%
NB SB EB WB
0 0 17,482 17,146
AM Peak Hour 07:15 07:00 07:00 16:45 14:45 16:45
AM Pk Volume 904 1842 2711 1668 988 2616
Pk Hr Factor 0.822 0.919 0.899 0.941 0.895 0.945
7 - 9 Volume 1613 3528 5141 3208 1779 4987
7 - 9 Peak Hour 07:15 07:00 07:00 16:45 17:00 16:45
7 - 9 Pk Volume 904 1842 2711 1668 954 2616
Pk Hr Factor 0.822 0.919 0.899 Pk Hr Factor 0.941 0.910 0.945
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
34,628
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
34,628
VOLUME
Beverly Blvd Bet. Rosemead Blvd & Durfee Ave
Tuesday
8/20/2019
Page C-39
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_003
NB SB EB WB
0 0 1,532 1,477
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 1 4 5 0 0 11 13 24
00:15 0 0 6 8 14 0 0 15 21 36
00:30 0 0 6 3 9 0 0 27 20 47
00:45 0 0 8 21 1 16 9 37 0 0 19 72 20 74 39 146
01:00 0 0 0 2 2 0 0 21 23 44
01:15 0 0 5 4 9 0 0 22 16 38
01:30 0 0 5 6 11 0 0 15 27 42
01:45 0 0 3 13 4 16 7 29 0 0 26 84 24 90 50 174
02:00 0 0 1 0 1 0 0 26 31 57
02:15 0 0 0 1 1 0 0 18 21 39
02:30 0 0 1 1 2 0 0 18 26 44
02:45 0 0 1 3 0 2 1 5 0 0 28 90 36 114 64 204
03:00 0 0 1 0 1 0 0 33 21 54
03:15 0 0 1 0 1 0 0 35 32 67
03:30 0 0 2 0 2 0 0 24 24 48
03:45 0 0 2 6 1 1 3 7 0 0 21 113 26 103 47 216
04:00 0 0 1 3 4 0 0 25 22 47
04:15 0 0 0 1 1 0 0 19 28 47
04:30 0 0 0 0 0 0 24 25 49
04:45 0 0 0 1 2 6 2 7 0 0 25 93 25 100 50 193
05:00 0 0 0 1 1 0 0 40 25 65
05:15 0 0 1 2 3 0 0 23 33 56
05:30 0 0 0 1 1 0 0 33 31 64
05:45 0 0 3 4 6 10 9 14 0 0 37 133 38 127 75 260
06:00 0 0 4 4 8 0 0 39 28 67
06:15 0 0 10 5 15 0 0 14 39 53
06:30 0 0 9 5 14 0 0 33 27 60
06:45 0 0 9 32 7 21 16 53 0 0 41 127 26 120 67 247
07:00 0 0 10 11 21 0 0 32 23 55
07:15 0 0 11 20 31 0 0 34 25 59
07:30 0 0 27 21 48 0 0 33 26 59
07:45 0 0 34 82 40 92 74 174 0 0 29 128 26 100 55 228
08:00 0 0 42 42 84 0 0 27 25 52
08:15 0 0 24 21 45 0 0 22 23 45
08:30 0 0 15 22 37 0 0 21 21 42
08:45 0 0 17 98 12 97 29 195 0 0 19 89 21 90 40 179
09:00 0 0 19 14 33 0 0 15 14 29
09:15 0 0 16 8 24 0 0 21 11 32
09:30 0 0 12 9 21 0 0 19 21 40
09:45 0 0 11 58 10 41 21 99 0 0 29 84 12 58 41 142
10:00 0 0 10 10 20 0 0 25 14 39
10:15 0 0 11 18 29 0 0 19 10 29
10:30 0 0 13 16 29 0 0 11 11 22
10:45 0 0 14 48 11 55 25 103 0 0 7 62 11 46 18 108
11:00 0 0 10 21 31 0 0 8 7 15
11:15 0 0 15 18 33 0 0 8 9 17
11:30 0 0 17 15 32 0 0 6 4 10
11:45 0 0 21 63 17 71 38 134 0 0 6 28 7 27 13 55
TOTALS 429 428 857 1103 1049 2152
SPLIT % 50.1% 49.9% 28.5% 51.3% 48.7% 71.5%
NB SB EB WB
0 0 1,532 1,477
AM Peak Hour 07:30 07:45 07:30 18:30 17:30 17:15
AM Pk Volume 127 125 251 140 136 262
Pk Hr Factor 0.756 0.744 0.747 0.854 0.872 0.873
7 - 9 Volume 180 189 369 226 227 453
7 - 9 Peak Hour 07:30 07:45 07:30 17:00 17:00 17:00
7 - 9 Pk Volume 127 125 251 133 127 260
Pk Hr Factor 0.756 0.744 0.747 Pk Hr Factor 0.831 0.836 0.867
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
3,009
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
3,009
VOLUME
Beverly Rd Bet. Pine St & Paramount Blvd
Thursday
8/29/2019
Page C-40
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_004
NB SB EB WB
0 0 3,835 2,966
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 6 7 13 0 0 42 47 89
00:15 0 0 2 10 12 0 0 50 51 101
00:30 0 0 0 7 7 0 0 38 44 82
00:45 0 0 2 10 3 27 5 37 0 0 32 162 49 191 81 353
01:00 0 0 4 4 8 0 0 51 24 75
01:15 0 0 6 5 11 0 0 36 36 72
01:30 0 0 2 2 4 0 0 37 34 71
01:45 0 0 1 13 3 14 4 27 0 0 53 177 37 131 90 308
02:00 0 0 1 4 5 0 0 61 40 101
02:15 0 0 1 7 8 0 0 57 34 91
02:30 0 0 3 4 7 0 0 83 30 113
02:45 0 0 2 7 6 21 8 28 0 0 83 284 58 162 141 446
03:00 0 0 4 3 7 0 0 70 61 131
03:15 0 0 3 8 11 0 0 82 45 127
03:30 0 0 3 8 11 0 0 80 50 130
03:45 0 0 1 11 5 24 6 35 0 0 92 324 57 213 149 537
04:00 0 0 2 4 6 0 0 102 41 143
04:15 0 0 9 3 12 0 0 104 39 143
04:30 0 0 9 11 20 0 0 98 49 147
04:45 0 0 9 29 8 26 17 55 0 0 136 440 35 164 171 604
05:00 0 0 14 10 24 0 0 137 64 201
05:15 0 0 12 15 27 0 0 186 62 248
05:30 0 0 15 19 34 0 0 142 58 200
05:45 0 0 15 56 17 61 32 117 0 0 140 605 51 235 191 840 06:00 0 0 16 22 38 0 0 142 57 199
06:15 0 0 25 19 44 0 0 126 38 164
06:30 0 0 23 35 58 0 0 74 42 116
06:45 0 0 30 94 47 123 77 217 0 0 51 393 47 184 98 577
07:00 0 0 34 58 92 0 0 62 34 96
07:15 0 0 58 68 126 0 0 46 36 82
07:30 0 0 50 83 133 0 0 46 29 75
07:45 0 0 68 210 110 319 178 529 0 0 35 189 35 134 70 323 08:00 0 0 80 113 193 0 0 35 25 60
08:15 0 0 42 59 101 0 0 39 22 61
08:30 0 0 29 52 81 0 0 30 26 56
08:45 0 0 31 182 36 260 67 442 0 0 16 120 25 98 41 218
09:00 0 0 26 39 65 0 0 28 26 54
09:15 0 0 32 29 61 0 0 21 20 41
09:30 0 0 22 42 64 0 0 15 21 36
09:45 0 0 27 107 35 145 62 252 0 0 13 77 22 89 35 166
10:00 0 0 26 27 53 0 0 11 16 27
10:15 0 0 25 38 63 0 0 20 13 33
10:30 0 0 36 36 72 0 0 9 12 21
10:45 0 0 35 122 35 136 70 258 0 0 8 48 14 55 22 103
11:00 0 0 32 36 68 0 0 13 7 20
11:15 0 0 35 26 61 0 0 8 10 18
11:30 0 0 36 26 62 0 0 6 8 14
11:45 0 0 41 144 38 126 79 270 0 0 4 31 3 28 7 59
TOTALS 985 1282 2267 2850 1684 4534
SPLIT % 43.4% 56.6% 33.3% 62.9% 37.1% 66.7%
NB SB EB WB
0 0 3,835 2,966
AM Peak Hour 07:15 07:15 07:15 17:15 17:00 17:00
AM Pk Volume 256 374 630 610 235 840
Pk Hr Factor 0.800 0.827 0.816 0.820 0.918 0.847
7 - 9 Volume 392 579 971 1045 399 1444
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 256 374 630 605 235 840
Pk Hr Factor 0.800 0.827 0.816 Pk Hr Factor 0.813 0.918 0.847
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
6,801
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
6,801
VOLUME
Beverly Blvd Bet. Paramount Blvd & Rosemead Blvd
Thursday
8/22/2019
Page C-41
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_005
NB SB EB WB
0 0 3,028 2,249
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 4 1 5 0 0 23 35 58
00:15 0 0 5 2 7 0 0 49 23 72
00:30 0 0 1 4 5 0 0 44 38 82
00:45 0 0 2 12 0 7 2 19 0 0 35 151 25 121 60 272
01:00 0 0 3 1 4 0 0 48 28 76
01:15 0 0 2 1 3 0 0 37 18 55
01:30 0 0 2 1 3 0 0 55 30 85
01:45 0 0 2 9 1 4 3 13 0 0 34 174 29 105 63 279
02:00 0 0 0 1 1 0 0 52 28 80
02:15 0 0 1 1 2 0 0 48 39 87
02:30 0 0 0 2 2 0 0 61 53 114
02:45 0 0 2 3 1 5 3 8 0 0 58 219 73 193 131 412
03:00 0 0 4 1 5 0 0 62 49 111
03:15 0 0 4 2 6 0 0 74 39 113
03:30 0 0 4 2 6 0 0 52 50 102
03:45 0 0 4 16 7 12 11 28 0 0 64 252 37 175 101 427
04:00 0 0 5 4 9 0 0 86 43 129
04:15 0 0 7 4 11 0 0 61 40 101
04:30 0 0 10 2 12 0 0 90 63 153
04:45 0 0 22 44 6 16 28 60 0 0 83 320 38 184 121 504
05:00 0 0 14 6 20 0 0 103 64 167
05:15 0 0 14 14 28 0 0 114 49 163
05:30 0 0 21 12 33 0 0 101 36 137
05:45 0 0 27 76 13 45 40 121 0 0 109 427 46 195 155 622 06:00 0 0 16 11 27 0 0 96 33 129
06:15 0 0 21 24 45 0 0 84 37 121
06:30 0 0 32 29 61 0 0 57 23 80
06:45 0 0 27 96 40 104 67 200 0 0 42 279 35 128 77 407
07:00 0 0 25 30 55 0 0 35 36 71
07:15 0 0 43 52 95 0 0 25 30 55
07:30 0 0 35 79 114 0 0 28 16 44
07:45 0 0 52 155 89 250 141 405 0 0 35 123 18 100 53 223 08:00 0 0 47 73 120 0 0 17 17 34
08:15 0 0 34 30 64 0 0 27 14 41
08:30 0 0 29 25 54 0 0 32 23 55
08:45 0 0 29 139 19 147 48 286 0 0 15 91 17 71 32 162
09:00 0 0 19 24 43 0 0 16 15 31
09:15 0 0 28 20 48 0 0 14 13 27
09:30 0 0 31 27 58 0 0 8 9 17
09:45 0 0 27 105 25 96 52 201 0 0 2 40 11 48 13 88
10:00 0 0 26 21 47 0 0 9 10 19
10:15 0 0 32 17 49 0 0 19 10 29
10:30 0 0 33 20 53 0 0 16 15 31
10:45 0 0 27 118 20 78 47 196 0 0 7 51 8 43 15 94
11:00 0 0 16 22 38 0 0 5 3 8
11:15 0 0 32 36 68 0 0 7 6 13
11:30 0 0 28 22 50 0 0 3 4 7
11:45 0 0 31 107 25 105 56 212 0 0 6 21 4 17 10 38
TOTALS 880 869 1749 2148 1380 3528
SPLIT % 50.3% 49.7% 33.1% 60.9% 39.1% 66.9%
NB SB EB WB
0 0 3,028 2,249
AM Peak Hour 07:15 07:15 07:15 17:00 14:15 17:00
AM Pk Volume 177 293 470 427 214 622
Pk Hr Factor 0.851 0.823 0.833 0.936 0.733 0.931
7 - 9 Volume 294 397 691 747 379 1126
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:30 17:00
7 - 9 Pk Volume 177 293 470 427 214 622
Pk Hr Factor 0.851 0.823 0.833 0.936 0.836 0.931
DAILY TOTALS Total
5,277
VOLUME
Beverly Rd Bet. Canal Way & Tobias Ave
Thursday
8/22/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
5,277
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-42
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_006
NB SB EB WB
6,292 5,728 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 8 5 0 0 13 93 94 0 0 187
00:15 10 4 0 0 14 84 73 0 0 157
00:30 6 9 0 0 15 68 76 0 0 144
00:45 7 31 7 25 0 0 14 56 78 323 88 331 0 0 166 654
01:00 6 3 0 0 9 70 82 0 0 152
01:15 4 4 0 0 8 96 71 0 0 167
01:30 0 3 0 0 3 86 69 0 0 155
01:45 4 14 2 12 0 0 6 26 62 314 80 302 0 0 142 616
02:00 3 5 0 0 8 77 80 0 0 157
02:15 4 0 0 0 4 98 91 0 0 189
02:30 2 0 0 0 2 149 105 0 0 254
02:45 4 13 0 5 0 0 4 18 106 430 150 426 0 0 256 856
03:00 3 0 0 0 3 124 155 0 0 279
03:15 1 0 0 0 1 125 105 0 0 230
03:30 1 1 0 0 2 126 107 0 0 233
03:45 4 9 0 1 0 0 4 10 128 503 119 486 0 0 247 989
04:00 3 2 0 0 5 105 138 0 0 243
04:15 11 5 0 0 16 110 144 0 0 254
04:30 11 14 0 0 25 129 126 0 0 255
04:45 12 37 10 31 0 0 22 68 102 446 152 560 0 0 254 1006 05:00 18 15 0 0 33 142 132 0 0 274
05:15 19 17 0 0 36 118 195 0 0 313
05:30 27 18 0 0 45 98 142 0 0 240
05:45 38 102 25 75 0 0 63 177 110 468 157 626 0 0 267 1094 06:00 35 23 0 0 58 96 126 0 0 222
06:15 48 28 0 0 76 97 103 0 0 200
06:30 58 62 0 0 120 114 99 0 0 213
06:45 87 228 57 170 0 0 144 398 97 404 83 411 0 0 180 815 07:00 96 67 0 0 163 98 69 0 0 167
07:15 122 121 0 0 243 79 68 0 0 147
07:30 168 102 0 0 270 82 72 0 0 154
07:45 182 568 133 423 0 0 315 991 70 329 68 277 0 0 138 606 08:00 119 100 0 0 219 76 75 0 0 151
08:15 101 99 0 0 200 92 58 0 0 150
08:30 110 67 0 0 177 57 62 0 0 119
08:45 94 424 60 326 0 0 154 750 58 283 40 235 0 0 98 518 09:00 65 69 0 0 134 49 52 0 0 101
09:15 61 66 0 0 127 68 27 0 0 95
09:30 72 49 0 0 121 116 24 0 0 140
09:45 56 254 42 226 0 0 98 480 146 379 28 131 0 0 174 510 10:00 37 44 0 0 81 61 40 0 0 101
10:15 61 50 0 0 111 53 30 0 0 83
10:30 67 63 0 0 130 39 28 0 0 67
10:45 56 221 58 215 0 0 114 436 30 183 16 114 0 0 46 297 11:00 72 57 0 0 129 22 13 0 0 35
11:15 60 76 0 0 136 14 14 0 0 28
11:30 63 70 0 0 133 8 10 0 0 18
11:45 83 278 72 275 0 0 155 553 7 51 8 45 0 0 15 96
TOTALS 2179 1784 3963 4113 3944 8057
SPLIT % 55.0% 45.0% 33.0% 51.0% 49.0% 67.0%
NB SB EB WB
6,292 5,728 0 0
AM Peak Hour 07:15 07:15 07:15 14:30 17:00 16:30
AM Pk Volume 591 456 1047 504 626 1096
Pk Hr Factor 0.812 0.857 0.831 0.846 0.803 0.875
7 - 9 Volume 992 749 1741 914 1186 2100
7 - 9 Peak Hour 07:15 07:15 07:15 16:30 17:00 16:30
7 - 9 Pk Volume 591 456 1047 491 626 1096
Pk Hr Factor 0.812 0.857 0.831 Pk Hr Factor 0.864 0.803 0.875
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
12,020
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
12,020
VOLUME
Durfee Ave Bet. Whittier Blvd & Beverly Blvd
Thursday
8/29/2019
Page C-43
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_007
NB SB EB WB
2,765 2,865 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 5 7 0 0 12 35 33 0 0 68
00:15 2 4 0 0 6 32 32 0 0 64
00:30 5 3 0 0 8 18 32 0 0 50
00:45 5 17 3 17 0 0 8 34 31 116 32 129 0 0 63 245
01:00 3 5 0 0 8 34 36 0 0 70
01:15 1 2 0 0 3 31 32 0 0 63
01:30 3 2 0 0 5 38 40 0 0 78
01:45 1 8 2 11 0 0 3 19 41 144 39 147 0 0 80 291
02:00 1 3 0 0 4 41 45 0 0 86
02:15 1 3 0 0 4 43 37 0 0 80
02:30 2 3 0 0 5 44 80 0 0 124
02:45 1 5 1 10 0 0 2 15 35 163 58 220 0 0 93 383
03:00 2 5 0 0 7 45 35 0 0 80
03:15 4 5 0 0 9 65 48 0 0 113
03:30 3 3 0 0 6 57 45 0 0 102
03:45 2 11 3 16 0 0 5 27 52 219 45 173 0 0 97 392
04:00 1 1 0 0 2 51 61 0 0 112
04:15 4 5 0 0 9 56 47 0 0 103
04:30 5 13 0 0 18 48 60 0 0 108
04:45 7 17 11 30 0 0 18 47 57 212 45 213 0 0 102 425
05:00 9 10 0 0 19 63 43 0 0 106
05:15 11 12 0 0 23 57 50 0 0 107
05:30 12 14 0 0 26 65 54 0 0 119
05:45 17 49 22 58 0 0 39 107 60 245 54 201 0 0 114 446
06:00 21 28 0 0 49 38 58 0 0 96
06:15 15 21 0 0 36 54 52 0 0 106
06:30 23 29 0 0 52 50 41 0 0 91
06:45 40 99 43 121 0 0 83 220 46 188 61 212 0 0 107 400 07:00 60 35 0 0 95 45 36 0 0 81
07:15 57 64 0 0 121 46 54 0 0 100
07:30 62 88 0 0 150 38 38 0 0 76
07:45 70 249 58 245 0 0 128 494 33 162 35 163 0 0 68 325 08:00 56 52 0 0 108 27 38 0 0 65
08:15 58 54 0 0 112 33 28 0 0 61
08:30 31 50 0 0 81 27 33 0 0 60
08:45 39 184 38 194 0 0 77 378 27 114 24 123 0 0 51 237 09:00 28 45 0 0 73 22 20 0 0 42
09:15 30 26 0 0 56 28 30 0 0 58
09:30 35 29 0 0 64 27 23 0 0 50
09:45 35 128 29 129 0 0 64 257 30 107 16 89 0 0 46 196
10:00 32 28 0 0 60 20 19 0 0 39
10:15 23 36 0 0 59 27 20 0 0 47
10:30 26 38 0 0 64 14 9 0 0 23
10:45 16 97 34 136 0 0 50 233 15 76 14 62 0 0 29 138
11:00 27 34 0 0 61 18 10 0 0 28
11:15 25 38 0 0 63 13 7 0 0 20
11:30 28 37 0 0 65 4 9 0 0 13
11:45 33 113 26 135 0 0 59 248 7 42 5 31 0 0 12 73
TOTALS 977 1102 2079 1788 1763 3551
SPLIT % 47.0% 53.0% 36.9% 50.4% 49.6% 63.1%
NB SB EB WB
2,765 2,865 0 0
AM Peak Hour 07:00 07:15 07:15 17:00 14:30 17:00
AM Pk Volume 249 262 507 245 221 446
Pk Hr Factor 0.889 0.744 0.845 0.942 0.691 0.937
7 - 9 Volume 433 439 872 457 414 871
7 - 9 Peak Hour 07:00 07:15 07:15 17:00 16:00 17:00
7 - 9 Pk Volume 249 262 507 245 213 446
Pk Hr Factor 0.889 0.744 0.845 0.942 0.873 0.937
DAILY TOTALS Total
5,630
VOLUME
Durfee Ave Bet. Beverly Blvd & Kruse Rd
Thursday
8/29/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
5,630
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-44
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_008
NB SB EB WB
0 0 1,810 1,877
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 23 1 24 0 0 62 27 89
00:15 0 0 2 3 5 0 0 37 35 72
00:30 0 0 18 1 19 0 0 34 31 65
00:45 0 0 4 47 4 9 8 56 0 0 23 156 33 126 56 282
01:00 0 0 5 3 8 0 0 32 28 60
01:15 0 0 13 3 16 0 0 23 27 50
01:30 0 0 25 3 28 0 0 17 21 38
01:45 0 0 6 49 4 13 10 62 0 0 27 99 30 106 57 205
02:00 0 0 3 3 6 0 0 26 41 67
02:15 0 0 7 8 15 0 0 54 28 82
02:30 0 0 10 15 25 0 0 58 38 96
02:45 0 0 10 30 24 50 34 80 0 0 41 179 36 143 77 322
03:00 0 0 5 21 26 0 0 47 35 82
03:15 0 0 4 37 41 0 0 29 47 76
03:30 0 0 2 15 17 0 0 98 12 110
03:45 0 0 22 33 22 95 44 128 0 0 47 221 23 117 70 338
04:00 0 0 6 9 15 0 0 52 24 76
04:15 0 0 5 11 16 0 0 40 12 52
04:30 0 0 5 36 41 0 0 34 15 49
04:45 0 0 7 23 48 104 55 127 0 0 34 160 17 68 51 228
05:00 0 0 3 21 24 0 0 48 13 61
05:15 0 0 9 24 33 0 0 36 10 46
05:30 0 0 8 37 45 0 0 29 5 34
05:45 0 0 12 32 60 142 72 174 0 0 18 131 8 36 26 167
06:00 0 0 20 40 60 0 0 30 10 40
06:15 0 0 13 54 67 0 0 21 5 26
06:30 0 0 17 40 57 0 0 29 7 36
06:45 0 0 13 63 60 194 73 257 0 0 12 92 13 35 25 127
07:00 0 0 7 29 36 0 0 11 11 22
07:15 0 0 16 34 50 0 0 14 9 23
07:30 0 0 18 31 49 0 0 12 4 16
07:45 0 0 10 51 32 126 42 177 0 0 8 45 4 28 12 73
08:00 0 0 16 49 65 0 0 6 8 14
08:15 0 0 11 30 41 0 0 4 8 12
08:30 0 0 19 24 43 0 0 8 3 11
08:45 0 0 12 58 22 125 34 183 0 0 8 26 2 21 10 47
09:00 0 0 9 18 27 0 0 2 0 2
09:15 0 0 11 22 33 0 0 2 3 5
09:30 0 0 23 28 51 0 0 9 7 16
09:45 0 0 18 61 19 87 37 148 0 0 4 17 6 16 10 33
10:00 0 0 25 29 54 0 0 4 8 12
10:15 0 0 18 21 39 0 0 4 6 10
10:30 0 0 24 24 48 0 0 4 6 10
10:45 0 0 15 82 17 91 32 173 0 0 9 21 6 26 15 47
11:00 0 0 17 24 41 0 0 18 3 21
11:15 0 0 27 20 47 0 0 9 5 14
11:30 0 0 19 30 49 0 0 3 4 7
11:45 0 0 35 98 25 99 60 197 0 0 6 36 8 20 14 56
TOTALS 627 1135 1762 1183 742 1925
SPLIT % 35.6% 64.4% 47.8% 61.5% 38.5% 52.2%
NB SB EB WB
0 0 1,810 1,877
AM Peak Hour 11:45 05:45 11:45 15:30 14:30 14:45
AM Pk Volume 168 194 286 237 156 345
Pk Hr Factor 0.677 0.808 0.803 0.605 0.830 0.784
7 - 9 Volume 109 251 360 291 104 395
7 - 9 Peak Hour 07:15 07:15 07:15 16:00 16:00 16:00
7 - 9 Pk Volume 60 146 206 160 68 228
Pk Hr Factor 0.833 0.745 0.792 Pk Hr Factor 0.769 0.708 0.750
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
3,687
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
3,687
VOLUME
Loch Lomond Dr Bet. Paramount Blvd & Vannorman Rd
Wednesday
8/21/2019
Page C-45
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_009
NB SB EB WB
0 0 3,177 3,460
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 5 6 11 0 0 39 36 75
00:15 0 0 7 5 12 0 0 38 32 70
00:30 0 0 1 2 3 0 0 41 44 85
00:45 0 0 0 13 2 15 2 28 0 0 41 159 28 140 69 299
01:00 0 0 1 3 4 0 0 34 29 63
01:15 0 0 3 1 4 0 0 35 41 76
01:30 0 0 2 5 7 0 0 44 42 86
01:45 0 0 1 7 2 11 3 18 0 0 43 156 52 164 95 320
02:00 0 0 1 3 4 0 0 47 42 89
02:15 0 0 2 1 3 0 0 38 52 90
02:30 0 0 5 0 5 0 0 40 73 113
02:45 0 0 1 9 1 5 2 14 0 0 43 168 84 251 127 419
03:00 0 0 5 4 9 0 0 53 49 102
03:15 0 0 5 5 10 0 0 64 70 134
03:30 0 0 5 4 9 0 0 51 62 113
03:45 0 0 2 17 7 20 9 37 0 0 42 210 83 264 125 474
04:00 0 0 6 7 13 0 0 36 88 124
04:15 0 0 8 2 10 0 0 47 82 129
04:30 0 0 21 8 29 0 0 46 93 139
04:45 0 0 17 52 16 33 33 85 0 0 35 164 94 357 129 521
05:00 0 0 15 8 23 0 0 33 115 148
05:15 0 0 25 14 39 0 0 58 115 173
05:30 0 0 25 8 33 0 0 46 109 155
05:45 0 0 48 113 18 48 66 161 0 0 63 200 106 445 169 645 06:00 0 0 37 13 50 0 0 40 106 146
06:15 0 0 47 9 56 0 0 36 88 124
06:30 0 0 51 16 67 0 0 48 78 126
06:45 0 0 74 209 25 63 99 272 0 0 42 166 80 352 122 518 07:00 0 0 61 22 83 0 0 36 66 102
07:15 0 0 72 36 108 0 0 57 55 112
07:30 0 0 85 72 157 0 0 37 43 80
07:45 0 0 108 326 51 181 159 507 0 0 51 181 40 204 91 385 08:00 0 0 84 61 145 0 0 40 36 76
08:15 0 0 61 52 113 0 0 33 45 78
08:30 0 0 38 34 72 0 0 47 32 79
08:45 0 0 49 232 57 204 106 436 0 0 41 161 28 141 69 302 09:00 0 0 39 28 67 0 0 33 21 54
09:15 0 0 26 31 57 0 0 29 38 67
09:30 0 0 36 27 63 0 0 27 17 44
09:45 0 0 41 142 34 120 75 262 0 0 24 113 18 94 42 207
10:00 0 0 35 31 66 0 0 14 20 34
10:15 0 0 45 32 77 0 0 14 13 27
10:30 0 0 40 28 68 0 0 11 18 29
10:45 0 0 27 147 26 117 53 264 0 0 13 52 8 59 21 111
11:00 0 0 48 30 78 0 0 19 7 26
11:15 0 0 28 28 56 0 0 7 9 16
11:30 0 0 34 41 75 0 0 4 9 13
11:45 0 0 35 145 43 142 78 287 0 0 5 35 5 30 10 65
TOTALS 1412 959 2371 1765 2501 4266
SPLIT % 59.6% 40.4% 35.7% 41.4% 58.6% 64.3%
NB SB EB WB
0 0 3,177 3,460
AM Peak Hour 07:15 07:30 07:30 14:45 17:00 17:00
AM Pk Volume 349 236 574 211 445 645
Pk Hr Factor 0.808 0.819 0.903 0.824 0.967 0.932
7 - 9 Volume 558 385 943 364 802 1166
7 - 9 Peak Hour 07:15 07:30 07:30 17:00 17:00 17:00
7 - 9 Pk Volume 349 236 574 200 445 645
Pk Hr Factor 0.808 0.819 0.903 0.794 0.967 0.932
DAILY TOTALS Total
6,637
VOLUME
Mines Ave Bet. Paramount Blvd & Rosemead Blvd
Tuesday
8/27/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
6,637
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-46
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_010
NB SB EB WB
0 0 3,910 3,712
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 5 1 6 0 0 44 58 102
00:15 0 0 4 5 9 0 0 64 52 116
00:30 0 0 7 2 9 0 0 51 60 111
00:45 0 0 2 18 3 11 5 29 0 0 64 223 48 218 112 441
01:00 0 0 4 5 9 0 0 57 46 103
01:15 0 0 3 5 8 0 0 48 51 99
01:30 0 0 5 4 9 0 0 54 45 99
01:45 0 0 3 15 1 15 4 30 0 0 53 212 64 206 117 418
02:00 0 0 2 1 3 0 0 55 40 95
02:15 0 0 3 3 6 0 0 58 36 94
02:30 0 0 4 3 7 0 0 60 46 106
02:45 0 0 0 9 3 10 3 19 0 0 82 255 50 172 132 427
03:00 0 0 2 1 3 0 0 105 64 169
03:15 0 0 1 0 1 0 0 77 63 140
03:30 0 0 1 5 6 0 0 64 62 126
03:45 0 0 3 7 2 8 5 15 0 0 81 327 71 260 152 587
04:00 0 0 1 5 6 0 0 78 58 136
04:15 0 0 5 8 13 0 0 69 56 125
04:30 0 0 7 11 18 0 0 84 50 134
04:45 0 0 8 21 21 45 29 66 0 0 87 318 68 232 155 550
05:00 0 0 5 10 15 0 0 100 49 149
05:15 0 0 10 14 24 0 0 102 80 182
05:30 0 0 8 25 33 0 0 88 68 156
05:45 0 0 14 37 28 77 42 114 0 0 85 375 101 298 186 673 06:00 0 0 13 30 43 0 0 93 95 188
06:15 0 0 11 36 47 0 0 75 71 146
06:30 0 0 17 49 66 0 0 75 66 141
06:45 0 0 14 55 68 183 82 238 0 0 74 317 47 279 121 596 07:00 0 0 20 80 100 0 0 77 51 128
07:15 0 0 64 83 147 0 0 68 38 106
07:30 0 0 111 90 201 0 0 79 53 132
07:45 0 0 82 277 121 374 203 651 0 0 86 310 43 185 129 495 08:00 0 0 54 82 136 0 0 71 42 113
08:15 0 0 43 51 94 0 0 75 45 120
08:30 0 0 36 62 98 0 0 52 36 88
08:45 0 0 44 177 58 253 102 430 0 0 35 233 45 168 80 401 09:00 0 0 43 44 87 0 0 39 25 64
09:15 0 0 40 46 86 0 0 37 29 66
09:30 0 0 24 54 78 0 0 32 22 54
09:45 0 0 41 148 50 194 91 342 0 0 26 134 20 96 46 230
10:00 0 0 40 44 84 0 0 20 18 38
10:15 0 0 30 45 75 0 0 27 7 34
10:30 0 0 33 48 81 0 0 24 10 34
10:45 0 0 34 137 47 184 81 321 0 0 17 88 15 50 32 138
11:00 0 0 57 35 92 0 0 14 9 23
11:15 0 0 38 47 85 0 0 9 7 16
11:30 0 0 35 40 75 0 0 9 10 19
11:45 0 0 50 180 40 162 90 342 0 0 5 37 6 32 11 69
TOTALS 1081 1516 2597 2829 2196 5025
SPLIT % 41.6% 58.4% 34.1% 56.3% 43.7% 65.9%
NB SB EB WB
0 0 3,910 3,712
AM Peak Hour 07:15 07:15 07:15 16:45 17:15 17:15
AM Pk Volume 311 376 687 377 344 712
Pk Hr Factor 0.700 0.777 0.846 0.924 0.851 0.947
7 - 9 Volume 454 627 1081 693 530 1223
7 - 9 Peak Hour 07:15 07:15 07:15 16:45 17:00 17:00
7 - 9 Pk Volume 311 376 687 377 298 673
Pk Hr Factor 0.700 0.777 0.846 0.924 0.738 0.905
DAILY TOTALS Total
7,622
VOLUME
Mines Ave Bet. Rosemead Blvd & Passons Blvd
Wednesday
8/21/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
7,622
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-47
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_011
NB SB EB WB
0 0 334 228
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 1 0 1 0 0 6 1 7
00:15 0 0 2 0 2 0 0 3 4 7
00:30 0 0 2 1 3 0 0 5 5 10
00:45 0 0 0 5 0 1 6 0 0 2 16 1 11 3 27
01:00 0 0 2 1 3 0 0 1 2 3
01:15 0 0 0 0 0 0 7 4 11
01:30 0 0 0 0 0 0 10 5 15
01:45 0 0 1 3 0 1 1 4 0 0 2 20 2 13 4 33
02:00 0 0 0 0 0 0 3 7 10
02:15 0 0 1 1 2 0 0 3 1 4
02:30 0 0 0 4 4 0 0 4 2 6
02:45 0 0 0 1 0 5 6 0 0 6 16 8 18 14 34
03:00 0 0 0 0 0 0 8 0 8
03:15 0 0 0 0 0 0 4 3 7
03:30 0 0 2 0 2 0 0 10 4 14
03:45 0 0 1 3 0 1 3 0 0 7 29 0 7 7 36
04:00 0 0 1 3 4 0 0 6 1 7
04:15 0 0 0 2 2 0 0 14 1 15
04:30 0 0 0 2 2 0 0 7 0 7
04:45 0 0 3 4 2 9 5 13 0 0 3 30 0 2 3 32
05:00 0 0 1 1 2 0 0 4 2 6
05:15 0 0 0 2 2 0 0 9 1 10
05:30 0 0 3 3 6 0 0 8 2 10
05:45 0 0 0 4 5 11 5 15 0 0 5 26 3 8 8 34
06:00 0 0 0 3 3 0 0 6 1 7
06:15 0 0 2 4 6 0 0 4 1 5
06:30 0 0 2 2 4 0 0 8 0 8
06:45 0 0 3 7 6 15 9 22 0 0 8 26 1 3 9 29
07:00 0 0 1 8 9 0 0 9 2 11
07:15 0 0 4 9 13 0 0 3 0 3
07:30 0 0 1 17 18 0 0 8 1 9
07:45 0 0 8 14 7 41 15 55 0 0 4 24 0 3 4 27
08:00 0 0 3 3 6 0 0 4 3 7
08:15 0 0 3 7 10 0 0 7 0 7
08:30 0 0 5 10 15 0 0 5 1 6
08:45 0 0 3 14 6 26 9 40 0 0 4 20 0 4 4 24
09:00 0 0 5 2 7 0 0 4 1 5
09:15 0 0 1 4 5 0 0 6 0 6
09:30 0 0 3 5 8 0 0 1 0 1
09:45 0 0 3 12 3 14 6 26 0 0 3 14 0 1 3 15
10:00 0 0 2 3 5 0 0 1 0 1
10:15 0 0 2 6 8 0 0 4 0 4
10:30 0 0 4 2 6 0 0 0 0
10:45 0 0 4 12 5 16 9 28 0 0 1 6 0 1 6
11:00 0 0 6 7 13 0 0 3 1 4
11:15 0 0 6 3 9 0 0 0 0
11:30 0 0 5 3 8 0 0 1 0 1
11:45 0 0 7 24 5 18 12 42 0 0 0 4 0 1 5
TOTALS 103 157 260 231 71 302
SPLIT % 39.6% 60.4% 46.3% 76.5% 23.5% 53.7%
NB SB EB WB
0 0 334 228
AM Peak Hour 11:00 07:00 07:00 15:30 13:15 14:45
AM Pk Volume 24 41 55 37 18 43
Pk Hr Factor 0.857 0.603 0.764 0.661 0.643 0.768
7 - 9 Volume 28 67 95 56 10 66
7 - 9 Peak Hour 07:45 07:00 07:00 16:00 17:00 17:00
7 - 9 Pk Volume 19 41 55 30 8 34
Pk Hr Factor 0.594 0.603 0.764 0.536 0.667 0.850
DAILY TOTALS Total
562
VOLUME
Mines Ave Bet. Passons Blvd & Rimbank Ave
Wednesday
8/21/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
562
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-48
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_012
NB SB EB WB
11,902 13,400 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 18 21 0 0 39 148 126 0 0 274
00:15 17 20 0 0 37 152 128 0 0 280
00:30 10 11 0 0 21 148 160 0 0 308
00:45 25 70 16 68 0 0 41 138 142 590 153 567 0 0 295 1157 01:00 12 17 0 0 29 140 153 0 0 293
01:15 9 11 0 0 20 165 126 0 0 291
01:30 13 14 0 0 27 192 169 0 0 361
01:45 12 46 11 53 0 0 23 99 174 671 187 635 0 0 361 1306 02:00 8 10 0 0 18 204 187 0 0 391
02:15 14 6 0 0 20 194 177 0 0 371
02:30 8 11 0 0 19 228 211 0 0 439
02:45 14 44 11 38 0 0 25 82 212 838 203 778 0 0 415 1616 03:00 19 7 0 0 26 312 240 0 0 552
03:15 24 9 0 0 33 279 242 0 0 521
03:30 21 12 0 0 33 229 300 0 0 529
03:45 46 110 18 46 0 0 64 156 271 1091 320 1102 0 0 591 2193 04:00 23 22 0 0 45 224 353 0 0 577
04:15 33 32 0 0 65 289 318 0 0 607
04:30 59 55 0 0 114 249 353 0 0 602
04:45 83 198 51 160 0 0 134 358 276 1038 360 1384 0 0 636 2422 05:00 52 51 0 0 103 276 382 0 0 658
05:15 59 87 0 0 146 318 358 0 0 676
05:30 72 97 0 0 169 275 358 0 0 633
05:45 93 276 106 341 0 0 199 617 260 1129 334 1432 0 0 594 2561 06:00 72 117 0 0 189 221 374 0 0 595
06:15 94 139 0 0 233 258 264 0 0 522
06:30 126 187 0 0 313 193 266 0 0 459
06:45 173 465 205 648 0 0 378 1113 231 903 186 1090 0 0 417 1993 07:00 159 243 0 0 402 148 153 0 0 301
07:15 161 232 0 0 393 134 158 0 0 292
07:30 198 249 0 0 447 122 136 0 0 258
07:45 232 750 285 1009 0 0 517 1759 110 514 115 562 0 0 225 1076 08:00 182 238 0 0 420 97 115 0 0 212
08:15 180 215 0 0 395 107 90 0 0 197
08:30 160 216 0 0 376 86 108 0 0 194
08:45 161 683 194 863 0 0 355 1546 69 359 80 393 0 0 149 752 09:00 119 139 0 0 258 77 101 0 0 178
09:15 118 128 0 0 246 70 86 0 0 156
09:30 128 127 0 0 255 60 79 0 0 139
09:45 144 509 148 542 0 0 292 1051 53 260 48 314 0 0 101 574 10:00 112 122 0 0 234 49 58 0 0 107
10:15 105 106 0 0 211 47 62 0 0 109
10:30 142 132 0 0 274 57 57 0 0 114
10:45 122 481 145 505 0 0 267 986 36 189 39 216 0 0 75 405 11:00 133 133 0 0 266 37 62 0 0 99
11:15 134 125 0 0 259 25 43 0 0 68
11:30 140 113 0 0 253 31 29 0 0 60
11:45 144 551 115 486 0 0 259 1037 44 137 34 168 0 0 78 305 TOTALS 4183 4759 8942 7719 8641 16360
SPLIT % 46.8% 53.2% 35.3% 47.2% 52.8% 64.7%
NB SB EB WB
11,902 13,400 0 0
AM Peak Hour 07:30 07:00 07:30 16:45 16:45 16:45
AM Pk Volume 792 1009 1779 1145 1458 2603
Pk Hr Factor 0.853 0.885 0.860 0.900 0.954 0.963
7 - 9 Volume 1433 1872 3305 2167 2816 4983
7 - 9 Peak Hour 07:30 07:00 07:30 16:45 16:45 16:45
7 - 9 Pk Volume 792 1009 1779 1145 1458 2603
Pk Hr Factor 0.853 0.885 0.860 0.900 0.954 0.963
DAILY TOTALS Total
25,302
VOLUME
Paramount Blvd Bet. Telegraph Rd & Slauson Ave
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
25,302
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-49
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_013
NB SB EB WB
13,577 15,412 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 40 32 0 0 72 190 186 0 0 376
00:15 20 24 0 0 44 198 179 0 0 377
00:30 16 30 0 0 46 163 224 0 0 387
00:45 28 104 25 111 0 0 53 215 180 731 292 881 0 0 472 1612 01:00 21 18 0 0 39 162 246 0 0 408
01:15 26 16 0 0 42 170 281 0 0 451
01:30 21 14 0 0 35 189 287 0 0 476
01:45 21 89 13 61 0 0 34 150 208 729 268 1082 0 0 476 1811 02:00 5 7 0 0 12 192 209 0 0 401
02:15 10 7 0 0 17 201 224 0 0 425
02:30 17 18 0 0 35 216 253 0 0 469
02:45 21 53 17 49 0 0 38 102 210 819 338 1024 0 0 548 1843 03:00 15 12 0 0 27 283 311 0 0 594
03:15 29 13 0 0 42 248 314 0 0 562
03:30 22 16 0 0 38 291 346 0 0 637
03:45 31 97 27 68 0 0 58 165 260 1082 311 1282 0 0 571 2364 04:00 29 20 0 0 49 306 324 0 0 630
04:15 23 48 0 0 71 291 330 0 0 621
04:30 55 65 0 0 120 326 350 0 0 676
04:45 79 186 60 193 0 0 139 379 322 1245 391 1395 0 0 713 2640 05:00 48 58 0 0 106 316 342 0 0 658
05:15 56 87 0 0 143 329 314 0 0 643
05:30 77 118 0 0 195 325 365 0 0 690
05:45 98 279 155 418 0 0 253 697 385 1355 335 1356 0 0 720 2711 06:00 79 116 0 0 195 278 302 0 0 580
06:15 119 147 0 0 266 271 269 0 0 540
06:30 154 203 0 0 357 212 232 0 0 444
06:45 190 542 208 674 0 0 398 1216 212 973 207 1010 0 0 419 1983 07:00 141 230 0 0 371 156 178 0 0 334
07:15 219 222 0 0 441 155 160 0 0 315
07:30 212 248 0 0 460 164 162 0 0 326
07:45 237 809 275 975 0 0 512 1784 129 604 162 662 0 0 291 1266 08:00 220 220 0 0 440 145 118 0 0 263
08:15 177 179 0 0 356 159 122 0 0 281
08:30 173 189 0 0 362 113 127 0 0 240
08:45 160 730 185 773 0 0 345 1503 101 518 133 500 0 0 234 1018 09:00 156 170 0 0 326 113 114 0 0 227
09:15 136 158 0 0 294 90 114 0 0 204
09:30 147 133 0 0 280 99 103 0 0 202
09:45 163 602 165 626 0 0 328 1228 83 385 79 410 0 0 162 795 10:00 147 167 0 0 314 72 76 0 0 148
10:15 151 155 0 0 306 43 80 0 0 123
10:30 118 179 0 0 297 48 74 0 0 122
10:45 179 595 167 668 0 0 346 1263 51 214 69 299 0 0 120 513 11:00 138 165 0 0 303 50 71 0 0 121
11:15 191 153 0 0 344 43 43 0 0 86
11:30 176 192 0 0 368 41 41 0 0 82
11:45 169 674 207 717 0 0 376 1391 28 162 23 178 0 0 51 340 TOTALS 4760 5333 10093 8817 10079 18896
SPLIT % 47.2% 52.8% 34.8% 46.7% 53.3% 65.2%
NB SB EB WB
13,577 15,412 0 0
AM Peak Hour 07:15 07:00 07:15 17:00 16:15 17:00
AM Pk Volume 888 975 1853 1355 1413 2711
Pk Hr Factor 0.937 0.886 0.905 0.880 0.903 0.941
7 - 9 Volume 1539 1748 3287 2600 2751 5351
7 - 9 Peak Hour 07:15 07:00 07:15 17:00 16:15 17:00
7 - 9 Pk Volume 888 975 1853 1355 1413 2711
Pk Hr Factor 0.937 0.886 0.905 0.880 0.903 0.941
DAILY TOTALS Total
28,989
VOLUME
Paramount Blvd Bet. Slauson Ave & Washington Blvd
Thursday
8/22/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
28,989
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-50
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_014
NB SB EB WB
12,979 13,717 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 40 26 0 0 66 165 186 0 0 351
00:15 19 28 0 0 47 185 154 0 0 339
00:30 31 21 0 0 52 173 186 0 0 359
00:45 24 114 23 98 0 0 47 212 199 722 229 755 0 0 428 1477 01:00 12 16 0 0 28 211 218 0 0 429
01:15 15 20 0 0 35 193 197 0 0 390
01:30 19 24 0 0 43 198 207 0 0 405
01:45 9 55 15 75 0 0 24 130 183 785 190 812 0 0 373 1597 02:00 11 10 0 0 21 205 205 0 0 410
02:15 7 15 0 0 22 221 198 0 0 419
02:30 17 28 0 0 45 235 230 0 0 465
02:45 28 63 15 68 0 0 43 131 267 928 268 901 0 0 535 1829 03:00 25 15 0 0 40 233 246 0 0 479
03:15 28 21 0 0 49 297 255 0 0 552
03:30 28 30 0 0 58 275 302 0 0 577
03:45 37 118 20 86 0 0 57 204 257 1062 268 1071 0 0 525 2133 04:00 17 28 0 0 45 302 304 0 0 606
04:15 21 36 0 0 57 289 289 0 0 578
04:30 42 57 0 0 99 273 338 0 0 611
04:45 53 133 60 181 0 0 113 314 290 1154 265 1196 0 0 555 2350 05:00 34 65 0 0 99 266 262 0 0 528
05:15 47 83 0 0 130 300 311 0 0 611
05:30 51 130 0 0 181 260 305 0 0 565
05:45 78 210 106 384 0 0 184 594 288 1114 299 1177 0 0 587 2291 06:00 68 119 0 0 187 302 288 0 0 590
06:15 116 147 0 0 263 269 274 0 0 543
06:30 131 175 0 0 306 228 214 0 0 442
06:45 171 486 203 644 0 0 374 1130 213 1012 194 970 0 0 407 1982 07:00 126 194 0 0 320 163 165 0 0 328
07:15 168 189 0 0 357 158 145 0 0 303
07:30 155 225 0 0 380 166 162 0 0 328
07:45 154 603 250 858 0 0 404 1461 156 643 128 600 0 0 284 1243 08:00 200 164 0 0 364 140 134 0 0 274
08:15 141 197 0 0 338 151 150 0 0 301
08:30 159 159 0 0 318 135 115 0 0 250
08:45 143 643 174 694 0 0 317 1337 123 549 111 510 0 0 234 1059 09:00 123 155 0 0 278 132 90 0 0 222
09:15 119 148 0 0 267 113 102 0 0 215
09:30 135 124 0 0 259 81 101 0 0 182
09:45 148 525 154 581 0 0 302 1106 89 415 85 378 0 0 174 793 10:00 139 167 0 0 306 86 78 0 0 164
10:15 146 148 0 0 294 75 92 0 0 167
10:30 115 158 0 0 273 71 61 0 0 132
10:45 144 544 139 612 0 0 283 1156 61 293 62 293 0 0 123 586 11:00 128 146 0 0 274 55 40 0 0 95
11:15 159 139 0 0 298 48 33 0 0 81
11:30 177 176 0 0 353 39 45 0 0 84
11:45 175 639 168 629 0 0 343 1268 27 169 26 144 0 0 53 313 TOTALS 4133 4910 9043 8846 8807 17653
SPLIT % 45.7% 54.3% 33.9% 50.1% 49.9% 66.1%
NB SB EB WB
12,979 13,717 0 0
AM Peak Hour 11:30 07:00 07:15 16:00 17:15 17:15
AM Pk Volume 702 858 1505 1154 1203 2353
Pk Hr Factor 0.949 0.858 0.931 0.955 0.967 0.963
7 - 9 Volume 1246 1552 2798 2268 2373 4641
7 - 9 Peak Hour 07:15 07:00 07:15 16:00 16:00 16:00
7 - 9 Pk Volume 677 858 1505 1154 1196 2350
Pk Hr Factor 0.846 0.858 0.931 Pk Hr Factor 0.955 0.885 0.962
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
26,696
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
26,696
VOLUME
Paramount Blvd Bet. Washington Blvd & Whittier Blvd
Thursday
8/22/2019
Page C-51
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_015
NB SB EB WB
12,564 12,108 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 49 20 0 0 69 167 155 0 0 322
00:15 23 13 0 0 36 173 136 0 0 309
00:30 21 16 0 0 37 164 136 0 0 300
00:45 17 110 6 55 0 0 23 165 181 685 185 612 0 0 366 1297 01:00 10 15 0 0 25 184 171 0 0 355
01:15 20 11 0 0 31 186 169 0 0 355
01:30 20 2 0 0 22 172 171 0 0 343
01:45 10 60 5 33 0 0 15 93 184 726 190 701 0 0 374 1427 02:00 9 7 0 0 16 204 169 0 0 373
02:15 5 17 0 0 22 199 209 0 0 408
02:30 6 20 0 0 26 288 213 0 0 501
02:45 9 29 15 59 0 0 24 88 265 956 219 810 0 0 484 1766 03:00 12 9 0 0 21 200 230 0 0 430
03:15 8 21 0 0 29 259 250 0 0 509
03:30 15 14 0 0 29 239 227 0 0 466
03:45 10 45 18 62 0 0 28 107 311 1009 249 956 0 0 560 1965 04:00 13 18 0 0 31 227 257 0 0 484
04:15 26 24 0 0 50 307 258 0 0 565
04:30 20 31 0 0 51 238 295 0 0 533
04:45 36 95 53 126 0 0 89 221 269 1041 257 1067 0 0 526 2108 05:00 44 50 0 0 94 281 241 0 0 522
05:15 42 53 0 0 95 270 310 0 0 580
05:30 57 96 0 0 153 303 293 0 0 596
05:45 66 209 97 296 0 0 163 505 287 1141 276 1120 0 0 563 2261 06:00 70 77 0 0 147 305 265 0 0 570
06:15 84 112 0 0 196 291 227 0 0 518
06:30 123 157 0 0 280 210 200 0 0 410
06:45 141 418 192 538 0 0 333 956 199 1005 178 870 0 0 377 1875 07:00 127 187 0 0 314 193 153 0 0 346
07:15 166 191 0 0 357 163 140 0 0 303
07:30 207 268 0 0 475 182 121 0 0 303
07:45 201 701 247 893 0 0 448 1594 151 689 122 536 0 0 273 1225 08:00 221 211 0 0 432 134 128 0 0 262
08:15 152 190 0 0 342 153 110 0 0 263
08:30 169 172 0 0 341 132 92 0 0 224
08:45 128 670 143 716 0 0 271 1386 105 524 97 427 0 0 202 951 09:00 146 138 0 0 284 112 67 0 0 179
09:15 139 130 0 0 269 113 76 0 0 189
09:30 111 117 0 0 228 103 81 0 0 184
09:45 120 516 130 515 0 0 250 1031 97 425 61 285 0 0 158 710 10:00 118 162 0 0 280 81 69 0 0 150
10:15 116 108 0 0 224 72 60 0 0 132
10:30 128 110 0 0 238 79 60 0 0 139
10:45 130 492 146 526 0 0 276 1018 49 281 53 242 0 0 102 523 11:00 121 139 0 0 260 61 41 0 0 102
11:15 124 125 0 0 249 51 33 0 0 84
11:30 141 155 0 0 296 51 16 0 0 67
11:45 150 536 133 552 0 0 283 1088 38 201 21 111 0 0 59 312 TOTALS 3881 4371 8252 8683 7737 16420
SPLIT % 47.0% 53.0% 33.4% 52.9% 47.1% 66.6%
NB SB EB WB
12,564 12,108 0 0
AM Peak Hour 07:15 07:15 07:15 17:30 17:15 17:15
AM Pk Volume 795 917 1712 1186 1144 2309
Pk Hr Factor 0.899 0.855 0.901 0.972 0.923 0.969
7 - 9 Volume 1371 1609 2980 2182 2187 4369
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 795 917 1712 1141 1120 2261
Pk Hr Factor 0.899 0.855 0.901 Pk Hr Factor 0.941 0.903 0.948
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
24,672
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
24,672
VOLUME
Paramount Blvd Bet. Whittier Blvd & Beverly Blvd
Thursday
8/22/2019
Page C-52
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_016
NB SB EB WB
4,482 5,298 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 6 0 0 13 42 65 0 0 107
00:15 6 4 0 0 10 48 41 0 0 89
00:30 11 8 0 0 19 60 57 0 0 117
00:45 10 34 4 22 0 0 14 56 61 211 79 242 0 0 140 453
01:00 3 5 0 0 8 59 76 0 0 135
01:15 6 1 0 0 7 55 74 0 0 129
01:30 3 2 0 0 5 76 64 0 0 140
01:45 1 13 2 10 0 0 3 23 57 247 66 280 0 0 123 527
02:00 1 1 0 0 2 68 80 0 0 148
02:15 1 1 0 0 2 45 99 0 0 144
02:30 3 1 0 0 4 76 94 0 0 170
02:45 1 6 0 3 0 0 1 9 115 304 113 386 0 0 228 690
03:00 5 1 0 0 6 113 105 0 0 218
03:15 6 1 0 0 7 84 120 0 0 204
03:30 3 3 0 0 6 50 102 0 0 152
03:45 5 19 0 5 0 0 5 24 69 316 110 437 0 0 179 753
04:00 3 1 0 0 4 90 122 0 0 212
04:15 6 4 0 0 10 89 104 0 0 193
04:30 13 8 0 0 21 76 127 0 0 203
04:45 9 31 2 15 0 0 11 46 73 328 140 493 0 0 213 821
05:00 8 5 0 0 13 56 130 0 0 186
05:15 11 12 0 0 23 87 125 0 0 212
05:30 17 8 0 0 25 84 151 0 0 235
05:45 32 68 9 34 0 0 41 102 78 305 209 615 0 0 287 920
06:00 15 17 0 0 32 102 108 0 0 210
06:15 26 26 0 0 52 83 110 0 0 193
06:30 44 23 0 0 67 87 100 0 0 187
06:45 38 123 28 94 0 0 66 217 69 341 101 419 0 0 170 760 07:00 51 68 0 0 119 69 103 0 0 172
07:15 98 76 0 0 174 70 85 0 0 155
07:30 142 117 0 0 259 55 76 0 0 131
07:45 125 416 136 397 0 0 261 813 51 245 72 336 0 0 123 581 08:00 74 109 0 0 183 114 91 0 0 205
08:15 77 85 0 0 162 135 62 0 0 197
08:30 76 56 0 0 132 77 63 0 0 140
08:45 37 264 58 308 0 0 95 572 43 369 46 262 0 0 89 631 09:00 43 38 0 0 81 44 63 0 0 107
09:15 53 37 0 0 90 50 48 0 0 98
09:30 46 47 0 0 93 43 50 0 0 93
09:45 53 195 34 156 0 0 87 351 27 164 35 196 0 0 62 360 10:00 44 43 0 0 87 23 40 0 0 63
10:15 46 48 0 0 94 30 29 0 0 59
10:30 45 50 0 0 95 16 23 0 0 39
10:45 43 178 49 190 0 0 92 368 11 80 21 113 0 0 32 193
11:00 55 55 0 0 110 14 13 0 0 27
11:15 48 55 0 0 103 10 11 0 0 21
11:30 46 66 0 0 112 10 17 0 0 27
11:45 38 187 59 235 0 0 97 422 4 38 9 50 0 0 13 88
TOTALS 1534 1469 3003 2948 3829 6777
SPLIT % 51.1% 48.9% 30.7% 43.5% 56.5% 69.3%
NB SB EB WB
4,482 5,298 0 0
AM Peak Hour 07:15 07:30 07:15 14:30 17:00 17:15
AM Pk Volume 439 447 877 388 615 944
Pk Hr Factor 0.773 0.822 0.840 0.843 0.736 0.822
7 - 9 Volume 680 705 1385 633 1108 1741
7 - 9 Peak Hour 07:15 07:30 07:15 16:00 17:00 17:00
7 - 9 Pk Volume 439 447 877 328 615 920
Pk Hr Factor 0.773 0.822 0.840 0.911 0.736 0.801
DAILY TOTALS Total
9,780
VOLUME
Passons Blvd Bet. Telegraph Rd & Slauson Ave
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
9,780
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-53
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_017
NB SB EB WB
4,179 3,753 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 7 8 0 0 15 46 49 0 0 95
00:15 7 6 0 0 13 79 43 0 0 122
00:30 4 4 0 0 8 67 52 0 0 119
00:45 2 20 3 21 0 0 5 41 66 258 59 203 0 0 125 461
01:00 3 4 0 0 7 60 49 0 0 109
01:15 6 2 0 0 8 65 57 0 0 122
01:30 3 4 0 0 7 64 54 0 0 118
01:45 1 13 3 13 0 0 4 26 79 268 82 242 0 0 161 510
02:00 2 1 0 0 3 93 98 0 0 191
02:15 1 2 0 0 3 68 68 0 0 136
02:30 1 0 0 0 1 71 67 0 0 138
02:45 1 5 1 4 0 0 2 9 75 307 89 322 0 0 164 629
03:00 4 3 0 0 7 89 84 0 0 173
03:15 4 1 0 0 5 107 87 0 0 194
03:30 3 2 0 0 5 73 69 0 0 142
03:45 3 14 2 8 0 0 5 22 73 342 67 307 0 0 140 649
04:00 7 1 0 0 8 78 83 0 0 161
04:15 8 2 0 0 10 80 80 0 0 160
04:30 7 5 0 0 12 82 77 0 0 159
04:45 4 26 13 21 0 0 17 47 79 319 60 300 0 0 139 619
05:00 8 11 0 0 19 101 87 0 0 188
05:15 2 13 0 0 15 92 86 0 0 178
05:30 14 12 0 0 26 108 75 0 0 183
05:45 19 43 14 50 0 0 33 93 115 416 100 348 0 0 215 764 06:00 15 11 0 0 26 76 85 0 0 161
06:15 25 14 0 0 39 82 74 0 0 156
06:30 31 25 0 0 56 75 68 0 0 143
06:45 36 107 39 89 0 0 75 196 66 299 63 290 0 0 129 589 07:00 38 34 0 0 72 57 56 0 0 113
07:15 69 65 0 0 134 58 49 0 0 107
07:30 99 73 0 0 172 61 45 0 0 106
07:45 113 319 58 230 0 0 171 549 48 224 47 197 0 0 95 421 08:00 119 57 0 0 176 59 65 0 0 124
08:15 59 62 0 0 121 51 60 0 0 111
08:30 53 47 0 0 100 40 35 0 0 75
08:45 47 278 57 223 0 0 104 501 22 172 29 189 0 0 51 361 09:00 47 45 0 0 92 33 33 0 0 66
09:15 36 46 0 0 82 28 32 0 0 60
09:30 58 35 0 0 93 25 24 0 0 49
09:45 36 177 35 161 0 0 71 338 18 104 12 101 0 0 30 205 10:00 34 40 0 0 74 22 16 0 0 38
10:15 38 28 0 0 66 22 20 0 0 42
10:30 45 41 0 0 86 18 17 0 0 35
10:45 47 164 35 144 0 0 82 308 18 80 18 71 0 0 36 151
11:00 44 43 0 0 87 18 11 0 0 29
11:15 48 50 0 0 98 11 18 0 0 29
11:30 45 48 0 0 93 15 3 0 0 18
11:45 35 172 41 182 0 0 76 354 8 52 5 37 0 0 13 89
TOTALS 1338 1146 2484 2841 2607 5448
SPLIT % 53.9% 46.1% 31.3% 52.1% 47.9% 68.7%
NB SB EB WB
4,179 3,753 0 0
AM Peak Hour 07:15 07:15 07:15 17:00 17:00 17:00
AM Pk Volume 400 253 653 416 348 764
Pk Hr Factor 0.840 0.866 0.928 0.904 0.870 0.888
7 - 9 Volume 597 453 1050 735 648 1383
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 400 253 653 416 348 764
Pk Hr Factor 0.840 0.866 0.928 Pk Hr Factor 0.904 0.870 0.888
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
7,932
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
7,932
VOLUME
Passons Blvd Bet. Slauson Ave & Mines Ave
Tuesday
8/27/2019
Page C-54
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_018
NB SB EB WB
5,266 5,577 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 5 5 0 0 10 123 73 0 0 196
00:15 5 3 0 0 8 92 66 0 0 158
00:30 2 6 0 0 8 82 78 0 0 160
00:45 10 22 8 22 0 0 18 44 83 380 91 308 0 0 174 688
01:00 5 8 0 0 13 121 79 0 0 200
01:15 3 7 0 0 10 72 65 0 0 137
01:30 7 2 0 0 9 82 74 0 0 156
01:45 2 17 4 21 0 0 6 38 95 370 82 300 0 0 177 670
02:00 4 0 0 0 4 98 92 0 0 190
02:15 4 3 0 0 7 86 81 0 0 167
02:30 5 1 0 0 6 82 118 0 0 200
02:45 3 16 0 4 0 0 3 20 95 361 130 421 0 0 225 782
03:00 4 1 0 0 5 127 112 0 0 239
03:15 3 2 0 0 5 145 97 0 0 242
03:30 2 2 0 0 4 84 94 0 0 178
03:45 5 14 5 10 0 0 10 24 112 468 103 406 0 0 215 874
04:00 8 4 0 0 12 77 112 0 0 189
04:15 6 4 0 0 10 110 97 0 0 207
04:30 11 5 0 0 16 73 114 0 0 187
04:45 21 46 9 22 0 0 30 68 96 356 138 461 0 0 234 817
05:00 24 2 0 0 26 105 134 0 0 239
05:15 13 9 0 0 22 76 142 0 0 218
05:30 22 19 0 0 41 89 139 0 0 228
05:45 28 87 18 48 0 0 46 135 107 377 156 571 0 0 263 948 06:00 27 13 0 0 40 100 112 0 0 212
06:15 38 31 0 0 69 104 108 0 0 212
06:30 30 43 0 0 73 73 98 0 0 171
06:45 42 137 53 140 0 0 95 277 73 350 100 418 0 0 173 768 07:00 58 64 0 0 122 88 88 0 0 176
07:15 65 125 0 0 190 61 103 0 0 164
07:30 110 148 0 0 258 68 86 0 0 154
07:45 106 339 165 502 0 0 271 841 72 289 68 345 0 0 140 634 08:00 98 134 0 0 232 72 66 0 0 138
08:15 82 72 0 0 154 85 57 0 0 142
08:30 81 61 0 0 142 46 53 0 0 99
08:45 56 317 73 340 0 0 129 657 51 254 42 218 0 0 93 472 09:00 74 51 0 0 125 40 44 0 0 84
09:15 57 53 0 0 110 34 37 0 0 71
09:30 69 45 0 0 114 31 36 0 0 67
09:45 63 263 54 203 0 0 117 466 29 134 30 147 0 0 59 281 10:00 56 71 0 0 127 26 24 0 0 50
10:15 55 70 0 0 125 26 20 0 0 46
10:30 45 60 0 0 105 29 21 0 0 50
10:45 63 219 69 270 0 0 132 489 10 91 18 83 0 0 28 174
11:00 66 59 0 0 125 16 19 0 0 35
11:15 69 72 0 0 141 12 15 0 0 27
11:30 87 69 0 0 156 10 5 0 0 15
11:45 87 309 71 271 0 0 158 580 12 50 7 46 0 0 19 96
TOTALS 1786 1853 3639 3480 3724 7204
SPLIT % 49.1% 50.9% 33.6% 48.3% 51.7% 66.4%
NB SB EB WB
5,266 5,577 0 0
AM Peak Hour 07:30 07:15 07:15 15:00 17:00 17:00
AM Pk Volume 396 572 951 468 571 948
Pk Hr Factor 0.900 0.867 0.877 0.807 0.915 0.901
7 - 9 Volume 656 842 1498 733 1032 1765
7 - 9 Peak Hour 07:30 07:15 07:15 16:15 17:00 17:00
7 - 9 Pk Volume 396 572 951 384 571 948
Pk Hr Factor 0.900 0.867 0.877 0.873 0.915 0.901
DAILY TOTALS Total
10,843
VOLUME
Passons Blvd Bet. Mines Ave & Whittier Blvd
Wednesday
8/28/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
10,843
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-55
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_019
NB SB EB WB
13,179 15,327 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 31 24 0 0 55 159 204 0 0 363
00:15 26 27 0 0 53 196 189 0 0 385
00:30 28 18 0 0 46 170 194 0 0 364
00:45 15 100 8 77 0 0 23 177 196 721 161 748 0 0 357 1469 01:00 20 15 0 0 35 188 209 0 0 397
01:15 26 17 0 0 43 198 203 0 0 401
01:30 16 13 0 0 29 177 191 0 0 368
01:45 15 77 8 53 0 0 23 130 204 767 213 816 0 0 417 1583 02:00 10 12 0 0 22 203 217 0 0 420
02:15 9 8 0 0 17 225 213 0 0 438
02:30 15 9 0 0 24 220 279 0 0 499
02:45 18 52 6 35 0 0 24 87 243 891 239 948 0 0 482 1839 03:00 11 14 0 0 25 231 255 0 0 486
03:15 7 17 0 0 24 208 266 0 0 474
03:30 22 17 0 0 39 215 273 0 0 488
03:45 33 73 20 68 0 0 53 141 229 883 258 1052 0 0 487 1935 04:00 14 37 0 0 51 223 271 0 0 494
04:15 24 31 0 0 55 234 312 0 0 546
04:30 53 55 0 0 108 249 313 0 0 562
04:45 65 156 80 203 0 0 145 359 263 969 314 1210 0 0 577 2179 05:00 41 84 0 0 125 249 317 0 0 566
05:15 64 92 0 0 156 276 336 0 0 612
05:30 74 102 0 0 176 234 324 0 0 558
05:45 93 272 113 391 0 0 206 663 262 1021 278 1255 0 0 540 2276 06:00 95 163 0 0 258 225 327 0 0 552
06:15 118 196 0 0 314 234 316 0 0 550
06:30 142 228 0 0 370 222 282 0 0 504
06:45 161 516 241 828 0 0 402 1344 207 888 263 1188 0 0 470 2076 07:00 141 263 0 0 404 166 206 0 0 372
07:15 196 281 0 0 477 200 202 0 0 402
07:30 244 269 0 0 513 158 180 0 0 338
07:45 241 822 291 1104 0 0 532 1926 145 669 173 761 0 0 318 1430 08:00 203 265 0 0 468 137 159 0 0 296
08:15 198 246 0 0 444 182 168 0 0 350
08:30 206 226 0 0 432 138 123 0 0 261
08:45 188 795 210 947 0 0 398 1742 122 579 136 586 0 0 258 1165 09:00 167 184 0 0 351 108 126 0 0 234
09:15 167 182 0 0 349 133 111 0 0 244
09:30 149 178 0 0 327 122 89 0 0 211
09:45 164 647 216 760 0 0 380 1407 98 461 85 411 0 0 183 872 10:00 163 186 0 0 349 99 94 0 0 193
10:15 155 163 0 0 318 81 90 0 0 171
10:30 165 174 0 0 339 83 64 0 0 147
10:45 137 620 184 707 0 0 321 1327 71 334 54 302 0 0 125 636 11:00 169 162 0 0 331 61 46 0 0 107
11:15 162 172 0 0 334 52 49 0 0 101
11:30 165 178 0 0 343 30 36 0 0 66
11:45 186 682 203 715 0 0 389 1397 41 184 31 162 0 0 72 346 TOTALS 4812 5888 10700 8367 9439 17806
SPLIT % 45.0% 55.0% 37.5% 47.0% 53.0% 62.5%
NB SB EB WB
13,179 15,327 0 0
AM Peak Hour 07:30 07:15 07:15 16:30 16:45 16:30
AM Pk Volume 886 1106 1990 1037 1291 2317
Pk Hr Factor 0.908 0.950 0.935 0.939 0.961 0.946
7 - 9 Volume 1617 2051 3668 1990 2465 4455
7 - 9 Peak Hour 07:30 07:15 07:15 16:30 16:45 16:30
7 - 9 Pk Volume 886 1106 1990 1037 1291 2317
Pk Hr Factor 0.908 0.950 0.935 Pk Hr Factor 0.939 0.961 0.946
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
28,506
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
28,506
VOLUME
Rosemead Blvd Bet. Telegraph Rd & Washington Blvd
Tuesday
8/20/2019
Page C-56
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_020
NB SB EB WB
14,290 15,936 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 25 25 0 0 50 170 181 0 0 351
00:15 27 19 0 0 46 172 244 0 0 416
00:30 26 28 0 0 54 202 212 0 0 414
00:45 12 90 16 88 0 0 28 178 211 755 253 890 0 0 464 1645 01:00 19 17 0 0 36 196 205 0 0 401
01:15 11 8 0 0 19 165 268 0 0 433
01:30 10 16 0 0 26 170 204 0 0 374
01:45 12 52 14 55 0 0 26 107 200 731 259 936 0 0 459 1667 02:00 14 10 0 0 24 213 311 0 0 524
02:15 11 7 0 0 18 215 272 0 0 487
02:30 9 13 0 0 22 226 282 0 0 508
02:45 20 54 15 45 0 0 35 99 259 913 298 1163 0 0 557 2076 03:00 15 12 0 0 27 285 326 0 0 611
03:15 7 15 0 0 22 309 294 0 0 603
03:30 14 25 0 0 39 299 309 0 0 608
03:45 11 47 17 69 0 0 28 116 244 1137 300 1229 0 0 544 2366 04:00 14 26 0 0 40 279 298 0 0 577
04:15 19 42 0 0 61 229 336 0 0 565
04:30 28 53 0 0 81 277 301 0 0 578
04:45 28 89 56 177 0 0 84 266 253 1038 315 1250 0 0 568 2288 05:00 40 74 0 0 114 305 316 0 0 621
05:15 39 76 0 0 115 278 294 0 0 572
05:30 58 91 0 0 149 291 312 0 0 603
05:45 93 230 101 342 0 0 194 572 272 1146 305 1227 0 0 577 2373 06:00 84 117 0 0 201 317 290 0 0 607
06:15 111 125 0 0 236 269 263 0 0 532
06:30 141 185 0 0 326 273 291 0 0 564
06:45 172 508 228 655 0 0 400 1163 241 1100 211 1055 0 0 452 2155 07:00 178 222 0 0 400 246 205 0 0 451
07:15 187 310 0 0 497 221 174 0 0 395
07:30 254 327 0 0 581 211 194 0 0 405
07:45 275 894 355 1214 0 0 630 2108 204 882 212 785 0 0 416 1667 08:00 283 264 0 0 547 204 190 0 0 394
08:15 197 247 0 0 444 159 196 0 0 355
08:30 232 226 0 0 458 163 154 0 0 317
08:45 194 906 256 993 0 0 450 1899 164 690 171 711 0 0 335 1401 09:00 186 175 0 0 361 121 119 0 0 240
09:15 166 200 0 0 366 153 110 0 0 263
09:30 176 161 0 0 337 135 86 0 0 221
09:45 150 678 227 763 0 0 377 1441 80 489 89 404 0 0 169 893 10:00 146 198 0 0 344 98 69 0 0 167
10:15 178 160 0 0 338 70 52 0 0 122
10:30 168 163 0 0 331 77 58 0 0 135
10:45 168 660 194 715 0 0 362 1375 63 308 48 227 0 0 111 535 11:00 183 181 0 0 364 66 36 0 0 102
11:15 212 231 0 0 443 44 43 0 0 87
11:30 168 172 0 0 340 43 31 0 0 74
11:45 145 708 214 798 0 0 359 1506 32 185 35 145 0 0 67 330 TOTALS 4916 5914 10830 9374 10022 19396
SPLIT % 45.4% 54.6% 35.8% 48.3% 51.7% 64.2%
NB SB EB WB
14,290 15,936 0 0
AM Peak Hour 07:30 07:15 07:15 17:15 16:15 14:45
AM Pk Volume 1009 1256 2255 1158 1268 2379
Pk Hr Factor 0.891 0.885 0.895 0.913 0.943 0.973
7 - 9 Volume 1800 2207 4007 2184 2477 4661
7 - 9 Peak Hour 07:30 07:15 07:15 17:00 16:15 17:00
7 - 9 Pk Volume 1009 1256 2255 1146 1268 2373
Pk Hr Factor 0.891 0.885 0.895 0.939 0.943 0.955
DAILY TOTALS Total
30,226
VOLUME
Rosemead Blvd Bet. Washington Blvd & Whittier Blvd
Tuesday
8/27/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
30,226
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-57
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_021
NB SB EB WB
16,259 15,883 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 30 31 0 0 61 178 227 0 0 405
00:15 27 30 0 0 57 180 197 0 0 377
00:30 22 26 0 0 48 191 202 0 0 393
00:45 16 95 15 102 0 0 31 197 202 751 224 850 0 0 426 1601 01:00 18 21 0 0 39 199 238 0 0 437
01:15 27 19 0 0 46 201 220 0 0 421
01:30 19 10 0 0 29 215 209 0 0 424
01:45 17 81 18 68 0 0 35 149 238 853 228 895 0 0 466 1748 02:00 12 15 0 0 27 265 203 0 0 468
02:15 9 19 0 0 28 264 274 0 0 538
02:30 17 22 0 0 39 300 263 0 0 563
02:45 10 48 12 68 0 0 22 116 286 1115 256 996 0 0 542 2111 03:00 10 20 0 0 30 263 287 0 0 550
03:15 12 17 0 0 29 253 318 0 0 571
03:30 17 22 0 0 39 248 325 0 0 573
03:45 18 57 22 81 0 0 40 138 282 1046 299 1229 0 0 581 2275 04:00 24 25 0 0 49 240 300 0 0 540
04:15 44 23 0 0 67 248 304 0 0 552
04:30 40 47 0 0 87 289 355 0 0 644
04:45 63 171 64 159 0 0 127 330 282 1059 325 1284 0 0 607 2343 05:00 71 67 0 0 138 244 354 0 0 598
05:15 88 68 0 0 156 312 334 0 0 646
05:30 117 91 0 0 208 297 355 0 0 652
05:45 120 396 98 324 0 0 218 720 303 1156 341 1384 0 0 644 2540 06:00 148 92 0 0 240 247 317 0 0 564
06:15 201 116 0 0 317 265 344 0 0 609
06:30 325 148 0 0 473 225 292 0 0 517
06:45 374 1048 215 571 0 0 589 1619 248 985 295 1248 0 0 543 2233 07:00 365 164 0 0 529 209 246 0 0 455
07:15 359 233 0 0 592 196 187 0 0 383
07:30 365 289 0 0 654 182 187 0 0 369
07:45 336 1425 262 948 0 0 598 2373 140 727 187 807 0 0 327 1534 08:00 295 243 0 0 538 133 187 0 0 320
08:15 334 222 0 0 556 165 185 0 0 350
08:30 357 222 0 0 579 135 148 0 0 283
08:45 365 1351 208 895 0 0 573 2246 131 564 131 651 0 0 262 1215 09:00 283 188 0 0 471 118 130 0 0 248
09:15 230 181 0 0 411 116 103 0 0 219
09:30 218 174 0 0 392 118 101 0 0 219
09:45 202 933 198 741 0 0 400 1674 85 437 83 417 0 0 168 854 10:00 196 191 0 0 387 85 84 0 0 169
10:15 189 214 0 0 403 75 79 0 0 154
10:30 187 214 0 0 401 85 81 0 0 166
10:45 181 753 223 842 0 0 404 1595 77 322 69 313 0 0 146 635 11:00 161 190 0 0 351 62 57 0 0 119
11:15 167 228 0 0 395 57 57 0 0 114
11:30 175 191 0 0 366 60 49 0 0 109
11:45 167 670 189 798 0 0 356 1468 37 216 49 212 0 0 86 428 TOTALS 7028 5597 12625 9231 10286 19517
SPLIT % 55.7% 44.3% 39.3% 47.3% 52.7% 60.7%
NB SB EB WB
16,259 15,883 0 0
AM Peak Hour 06:45 07:15 07:15 17:15 17:00 17:00
AM Pk Volume 1463 1027 2382 1159 1384 2540
Pk Hr Factor 0.978 0.888 0.911 0.929 0.975 0.974
7 - 9 Volume 2776 1843 4619 2215 2668 4883
7 - 9 Peak Hour 07:00 07:15 07:15 17:00 17:00 17:00
7 - 9 Pk Volume 1425 1027 2382 1156 1384 2540
Pk Hr Factor 0.976 0.888 0.911 0.926 0.975 0.974
DAILY TOTALS Total
32,142
VOLUME
Rosemead Blvd Bet. Whittier Blvd & Gallatin Rd
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
32,142
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-58
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_022
NB SB EB WB
4,238 6,682 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 16 3 0 0 19 50 111 0 0 161
00:15 4 5 0 0 9 50 94 0 0 144
00:30 3 5 0 0 8 52 96 0 0 148
00:45 8 31 5 18 0 0 13 49 74 226 103 404 0 0 177 630
01:00 7 3 0 0 10 48 79 0 0 127
01:15 8 2 0 0 10 60 101 0 0 161
01:30 4 8 0 0 12 50 87 0 0 137
01:45 4 23 4 17 0 0 8 40 54 212 66 333 0 0 120 545
02:00 6 8 0 0 14 72 69 0 0 141
02:15 2 4 0 0 6 83 99 0 0 182
02:30 3 5 0 0 8 70 105 0 0 175
02:45 4 15 11 28 0 0 15 43 84 309 112 385 0 0 196 694
03:00 2 8 0 0 10 87 98 0 0 185
03:15 4 10 0 0 14 98 105 0 0 203
03:30 9 9 0 0 18 84 90 0 0 174
03:45 4 19 13 40 0 0 17 59 96 365 125 418 0 0 221 783
04:00 5 14 0 0 19 86 125 0 0 211
04:15 4 19 0 0 23 97 117 0 0 214
04:30 9 23 0 0 32 96 107 0 0 203
04:45 18 36 36 92 0 0 54 128 88 367 116 465 0 0 204 832 05:00 6 35 0 0 41 95 135 0 0 230
05:15 11 34 0 0 45 83 168 0 0 251
05:30 24 55 0 0 79 95 163 0 0 258
05:45 23 64 57 181 0 0 80 245 96 369 133 599 0 0 229 968 06:00 21 58 0 0 79 98 117 0 0 215
06:15 37 66 0 0 103 98 104 0 0 202
06:30 28 112 0 0 140 84 89 0 0 173
06:45 35 121 116 352 0 0 151 473 85 365 71 381 0 0 156 746 07:00 43 122 0 0 165 76 69 0 0 145
07:15 47 168 0 0 215 61 57 0 0 118
07:30 57 213 0 0 270 61 59 0 0 120
07:45 72 219 183 686 0 0 255 905 50 248 71 256 0 0 121 504 08:00 86 163 0 0 249 63 41 0 0 104
08:15 54 113 0 0 167 58 53 0 0 111
08:30 43 97 0 0 140 49 53 0 0 102
08:45 53 236 91 464 0 0 144 700 36 206 39 186 0 0 75 392 09:00 42 105 0 0 147 30 58 0 0 88
09:15 40 91 0 0 131 42 48 0 0 90
09:30 43 67 0 0 110 41 32 0 0 73
09:45 41 166 75 338 0 0 116 504 34 147 40 178 0 0 74 325 10:00 33 65 0 0 98 26 34 0 0 60
10:15 38 71 0 0 109 26 33 0 0 59
10:30 33 81 0 0 114 19 19 0 0 38
10:45 30 134 96 313 0 0 126 447 18 89 24 110 0 0 42 199 11:00 44 90 0 0 134 21 14 0 0 35
11:15 36 115 0 0 151 21 16 0 0 37
11:30 53 94 0 0 147 13 11 0 0 24
11:45 68 201 88 387 0 0 156 588 15 70 10 51 0 0 25 121
TOTALS 1265 2916 4181 2973 3766 6739
SPLIT % 30.3% 69.7% 38.3% 44.1% 55.9% 61.7%
NB SB EB WB
4,238 6,682 0 0
AM Peak Hour 07:30 07:15 07:15 17:30 17:00 17:00
AM Pk Volume 269 727 989 387 599 968
Pk Hr Factor 0.782 0.853 0.916 0.987 0.891 0.938
7 - 9 Volume 455 1150 1605 736 1064 1800
7 - 9 Peak Hour 07:30 07:15 07:15 16:15 17:00 17:00
7 - 9 Pk Volume 269 727 989 376 599 968
Pk Hr Factor 0.782 0.853 0.916 0.969 0.891 0.938
DAILY TOTALS Total
10,920
VOLUME
San Gabriel River Pkwy Bet. Beverly Blvd & Springland Dr Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
10,920
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-59
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_023
NB SB EB WB
3,871 6,181 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 6 9 0 0 15 49 92 0 0 141
00:15 0 15 0 0 15 53 78 0 0 131
00:30 3 11 0 0 14 73 110 0 0 183
00:45 5 14 4 39 0 0 9 53 50 225 96 376 0 0 146 601
01:00 5 3 0 0 8 35 89 0 0 124
01:15 3 9 0 0 12 55 81 0 0 136
01:30 0 9 0 0 9 41 72 0 0 113
01:45 6 14 7 28 0 0 13 42 56 187 65 307 0 0 121 494
02:00 5 8 0 0 13 65 67 0 0 132
02:15 3 3 0 0 6 62 74 0 0 136
02:30 11 2 0 0 13 67 90 0 0 157
02:45 2 21 8 21 0 0 10 42 58 252 106 337 0 0 164 589
03:00 3 6 0 0 9 70 84 0 0 154
03:15 5 8 0 0 13 69 104 0 0 173
03:30 8 5 0 0 13 80 101 0 0 181
03:45 11 27 8 27 0 0 19 54 71 290 113 402 0 0 184 692
04:00 8 11 0 0 19 84 113 0 0 197
04:15 17 11 0 0 28 90 89 0 0 179
04:30 18 22 0 0 40 98 101 0 0 199
04:45 19 62 30 74 0 0 49 136 84 356 124 427 0 0 208 783 05:00 21 25 0 0 46 86 124 0 0 210
05:15 22 38 0 0 60 78 159 0 0 237
05:30 44 42 0 0 86 82 137 0 0 219
05:45 45 132 51 156 0 0 96 288 76 322 112 532 0 0 188 854 06:00 45 51 0 0 96 72 89 0 0 161
06:15 49 64 0 0 113 76 107 0 0 183
06:30 53 85 0 0 138 68 78 0 0 146
06:45 49 196 106 306 0 0 155 502 47 263 71 345 0 0 118 608 07:00 80 110 0 0 190 43 63 0 0 106
07:15 94 121 0 0 215 38 59 0 0 97
07:30 107 173 0 0 280 36 42 0 0 78
07:45 96 377 207 611 0 0 303 988 47 164 58 222 0 0 105 386 08:00 66 172 0 0 238 39 50 0 0 89
08:15 47 112 0 0 159 32 60 0 0 92
08:30 48 92 0 0 140 27 54 0 0 81
08:45 46 207 73 449 0 0 119 656 17 115 38 202 0 0 55 317 09:00 37 79 0 0 116 23 55 0 0 78
09:15 41 75 0 0 116 23 48 0 0 71
09:30 40 62 0 0 102 27 44 0 0 71
09:45 34 152 60 276 0 0 94 428 12 85 35 182 0 0 47 267
10:00 36 63 0 0 99 12 38 0 0 50
10:15 34 66 0 0 100 17 36 0 0 53
10:30 50 85 0 0 135 8 20 0 0 28
10:45 32 152 76 290 0 0 108 442 13 50 23 117 0 0 36 167 11:00 42 87 0 0 129 13 30 0 0 43
11:15 30 101 0 0 131 14 21 0 0 35
11:30 47 82 0 0 129 5 25 0 0 30
11:45 51 170 94 364 0 0 145 534 6 38 15 91 0 0 21 129
TOTALS 1524 2641 4165 2347 3540 5887
SPLIT % 36.6% 63.4% 41.4% 39.9% 60.1% 58.6%
NB SB EB WB
3,871 6,181 0 0
AM Peak Hour 07:00 07:15 07:15 16:15 16:45 16:45
AM Pk Volume 377 673 1036 358 544 874
Pk Hr Factor 0.881 0.813 0.855 0.913 0.855 0.922
7 - 9 Volume 584 1060 1644 678 959 1637
7 - 9 Peak Hour 07:00 07:15 07:15 16:15 16:45 16:45
7 - 9 Pk Volume 377 673 1036 358 544 874
Pk Hr Factor 0.881 0.813 0.855 0.913 0.855 0.922
DAILY TOTALS Total
10,052
VOLUME
San Gabriel River Pkwy Bet. Springland Dr & Rose Hills Rd Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
10,052
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-60
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_024
NB SB EB WB
0 0 10,847 15,921
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 34 44 78 0 0 118 171 289
00:15 0 0 25 41 66 0 0 129 187 316
00:30 0 0 37 34 71 0 0 113 211 324
00:45 0 0 18 114 22 141 40 255 0 0 114 474 242 811 356 1285 01:00 0 0 30 29 59 0 0 111 194 305
01:15 0 0 27 32 59 0 0 109 247 356
01:30 0 0 20 33 53 0 0 122 204 326
01:45 0 0 19 96 37 131 56 227 0 0 114 456 235 880 349 1336 02:00 0 0 31 24 55 0 0 139 230 369
02:15 0 0 33 27 60 0 0 136 200 336
02:30 0 0 26 43 69 0 0 129 245 374
02:45 0 0 18 108 35 129 53 237 0 0 148 552 227 902 375 1454 03:00 0 0 22 27 49 0 0 162 232 394
03:15 0 0 22 31 53 0 0 180 218 398
03:30 0 0 31 59 90 0 0 195 231 426
03:45 0 0 83 158 60 177 143 335 0 0 163 700 254 935 417 1635 04:00 0 0 42 50 92 0 0 179 239 418
04:15 0 0 66 95 161 0 0 204 273 477
04:30 0 0 89 150 239 0 0 201 276 477
04:45 0 0 90 287 157 452 247 739 0 0 211 795 283 1071 494 1866 05:00 0 0 87 137 224 0 0 209 243 452
05:15 0 0 98 200 298 0 0 190 231 421
05:30 0 0 159 246 405 0 0 186 249 435
05:45 0 0 204 548 311 894 515 1442 0 0 185 770 191 914 376 1684 06:00 0 0 147 290 437 0 0 192 214 406
06:15 0 0 183 330 513 0 0 187 207 394
06:30 0 0 226 356 582 0 0 173 191 364
06:45 0 0 201 757 434 1410 635 2167 0 0 166 718 197 809 363 1527 07:00 0 0 201 413 614 0 0 124 198 322
07:15 0 0 235 392 627 0 0 99 183 282
07:30 0 0 226 403 629 0 0 81 134 215
07:45 0 0 272 934 407 1615 679 2549 0 0 96 400 118 633 214 1033 08:00 0 0 223 381 604 0 0 70 144 214
08:15 0 0 177 378 555 0 0 46 133 179
08:30 0 0 234 207 441 0 0 57 140 197
08:45 0 0 198 832 106 1072 304 1904 0 0 35 208 89 506 124 714 09:00 0 0 203 92 295 0 0 29 122 151
09:15 0 0 185 102 287 0 0 25 102 127
09:30 0 0 183 111 294 0 0 33 109 142
09:45 0 0 127 698 99 404 226 1102 0 0 20 107 93 426 113 533 10:00 0 0 98 117 215 0 0 19 62 81
10:15 0 0 129 128 257 0 0 21 58 79
10:30 0 0 132 119 251 0 0 23 79 102
10:45 0 0 128 487 119 483 247 970 0 0 27 90 59 258 86 348 11:00 0 0 124 134 258 0 0 15 51 66
11:15 0 0 117 154 271 0 0 28 66 94
11:30 0 0 92 204 296 0 0 37 34 71
11:45 0 0 94 427 194 686 288 1113 0 0 51 131 31 182 82 313 TOTALS 5446 7594 13040 5401 8327 13728
SPLIT % 41.8% 58.2% 48.7% 39.3% 60.7% 51.3%
NB SB EB WB
0 0 10,847 15,921
AM Peak Hour 07:15 06:45 07:00 16:15 16:15 16:15
AM Pk Volume 956 1642 2549 825 1075 1900
Pk Hr Factor 0.879 0.946 0.939 0.977 0.950 0.962
7 - 9 Volume 1766 2687 4453 1565 1985 3550
7 - 9 Peak Hour 07:15 07:00 07:00 16:15 16:15 16:15
7 - 9 Pk Volume 956 1615 2549 825 1075 1900
Pk Hr Factor 0.879 0.978 0.939 Pk Hr Factor 0.977 0.950 0.962
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
26,768
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
26,768
VOLUME
Slauson Ave Bet. Paramount Blvd & Rosemead Blvd
Tuesday
8/20/2019
Page C-61
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_025
NB SB EB WB
0 0 18,405 21,042
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 30 44 74 0 0 232 231 463
00:15 0 0 25 21 46 0 0 245 294 539
00:30 0 0 45 39 84 0 0 219 257 476
00:45 0 0 31 131 23 127 54 258 0 0 272 968 230 1012 502 1980 01:00 0 0 25 25 50 0 0 260 269 529
01:15 0 0 21 32 53 0 0 270 271 541
01:30 0 0 30 14 44 0 0 276 275 551
01:45 0 0 22 98 35 106 57 204 0 0 259 1065 251 1066 510 2131 02:00 0 0 34 21 55 0 0 303 309 612
02:15 0 0 28 21 49 0 0 290 284 574
02:30 0 0 41 22 63 0 0 302 272 574
02:45 0 0 17 120 21 85 38 205 0 0 300 1195 364 1229 664 2424 03:00 0 0 21 19 40 0 0 362 299 661
03:15 0 0 33 30 63 0 0 357 322 679
03:30 0 0 25 62 87 0 0 364 368 732
03:45 0 0 49 128 65 176 114 304 0 0 399 1482 369 1358 768 2840 04:00 0 0 54 53 107 0 0 406 325 731
04:15 0 0 57 93 150 0 0 433 317 750
04:30 0 0 102 125 227 0 0 379 298 677
04:45 0 0 90 303 169 440 259 743 0 0 354 1572 316 1256 670 2828 05:00 0 0 86 171 257 0 0 340 338 678
05:15 0 0 107 240 347 0 0 332 320 652
05:30 0 0 141 294 435 0 0 378 317 695
05:45 0 0 188 522 359 1064 547 1586 0 0 352 1402 258 1233 610 2635 06:00 0 0 128 322 450 0 0 373 297 670
06:15 0 0 151 398 549 0 0 398 246 644
06:30 0 0 194 473 667 0 0 402 288 690
06:45 0 0 225 698 428 1621 653 2319 0 0 398 1571 224 1055 622 2626 07:00 0 0 204 439 643 0 0 322 190 512
07:15 0 0 233 445 678 0 0 256 200 456
07:30 0 0 234 458 692 0 0 255 193 448
07:45 0 0 290 961 477 1819 767 2780 0 0 221 1054 143 726 364 1780 08:00 0 0 229 444 673 0 0 197 171 368
08:15 0 0 202 450 652 0 0 195 150 345
08:30 0 0 244 417 661 0 0 147 141 288
08:45 0 0 185 860 351 1662 536 2522 0 0 144 683 133 595 277 1278 09:00 0 0 228 310 538 0 0 121 118 239
09:15 0 0 206 326 532 0 0 147 135 282
09:30 0 0 198 306 504 0 0 146 112 258
09:45 0 0 191 823 337 1279 528 2102 0 0 113 527 101 466 214 993 10:00 0 0 165 278 443 0 0 100 103 203
10:15 0 0 206 300 506 0 0 112 100 212
10:30 0 0 199 255 454 0 0 80 82 162
10:45 0 0 206 776 261 1094 467 1870 0 0 70 362 71 356 141 718 11:00 0 0 215 262 477 0 0 67 72 139
11:15 0 0 202 237 439 0 0 58 50 108
11:30 0 0 226 244 470 0 0 53 52 105
11:45 0 0 215 858 269 1012 484 1870 0 0 68 246 31 205 99 451 TOTALS 6278 10485 16763 12127 10557 22684
SPLIT % 37.5% 62.5% 42.5% 53.5% 46.5% 57.5%
NB SB EB WB
0 0 18,405 21,042
AM Peak Hour 07:15 07:30 07:15 15:45 15:15 15:30
AM Pk Volume 986 1829 2810 1617 1384 2981
Pk Hr Factor 0.850 0.959 0.916 0.934 0.938 0.970
7 - 9 Volume 1821 3481 5302 2974 2489 5463
7 - 9 Peak Hour 07:15 07:30 07:15 16:00 16:45 16:00
7 - 9 Pk Volume 986 1829 2810 1572 1291 2828
Pk Hr Factor 0.850 0.959 0.916 0.908 0.955 0.943
DAILY TOTALS Total
39,447
VOLUME
Slauson Ave Bet. Rosemead Blvd & Passons Blvd
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
39,447
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-62
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_026
NB SB EB WB
0 0 15,190 11,289
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 27 22 49 0 0 190 82 272
00:15 0 0 15 16 31 0 0 199 68 267
00:30 0 0 27 20 47 0 0 252 61 313
00:45 0 0 10 79 17 75 27 154 0 0 250 891 83 294 333 1185 01:00 0 0 12 11 23 0 0 231 63 294
01:15 0 0 16 8 24 0 0 204 73 277
01:30 0 0 18 16 34 0 0 222 79 301
01:45 0 0 12 58 23 58 35 116 0 0 281 938 81 296 362 1234 02:00 0 0 9 15 24 0 0 308 78 386
02:15 0 0 10 14 24 0 0 293 78 371
02:30 0 0 23 11 34 0 0 329 95 424
02:45 0 0 15 57 9 49 24 106 0 0 291 1221 120 371 411 1592 03:00 0 0 9 8 17 0 0 352 107 459
03:15 0 0 15 17 32 0 0 314 82 396
03:30 0 0 27 26 53 0 0 303 99 402
03:45 0 0 20 71 21 72 41 143 0 0 321 1290 89 377 410 1667 04:00 0 0 33 21 54 0 0 351 101 452
04:15 0 0 38 49 87 0 0 362 98 460
04:30 0 0 53 68 121 0 0 374 97 471
04:45 0 0 55 179 65 203 120 382 0 0 334 1421 103 399 437 1820 05:00 0 0 45 73 118 0 0 339 103 442
05:15 0 0 50 87 137 0 0 359 90 449
05:30 0 0 78 178 256 0 0 406 85 491
05:45 0 0 101 274 217 555 318 829 0 0 348 1452 64 342 412 1794 06:00 0 0 75 201 276 0 0 378 64 442
06:15 0 0 90 257 347 0 0 353 68 421
06:30 0 0 150 313 463 0 0 309 69 378
06:45 0 0 130 445 436 1207 566 1652 0 0 321 1361 66 267 387 1628 07:00 0 0 142 439 581 0 0 341 63 404
07:15 0 0 176 482 658 0 0 237 67 304
07:30 0 0 236 510 746 0 0 238 41 279
07:45 0 0 200 754 393 1824 593 2578 0 0 185 1001 41 212 226 1213 08:00 0 0 205 420 625 0 0 133 54 187
08:15 0 0 231 515 746 0 0 144 65 209
08:30 0 0 183 422 605 0 0 92 54 146
08:45 0 0 190 809 361 1718 551 2527 0 0 90 459 55 228 145 687 09:00 0 0 107 253 360 0 0 96 33 129
09:15 0 0 134 219 353 0 0 75 47 122
09:30 0 0 133 222 355 0 0 81 66 147
09:45 0 0 149 523 213 907 362 1430 0 0 59 311 53 199 112 510 10:00 0 0 152 182 334 0 0 52 50 102
10:15 0 0 131 168 299 0 0 52 51 103
10:30 0 0 130 192 322 0 0 48 38 86
10:45 0 0 154 567 178 720 332 1287 0 0 29 181 38 177 67 358 11:00 0 0 156 159 315 0 0 38 34 72
11:15 0 0 152 153 305 0 0 36 46 82
11:30 0 0 193 155 348 0 0 36 43 79
11:45 0 0 206 707 115 582 321 1289 0 0 31 141 34 157 65 298 TOTALS 4523 7970 12493 10667 3319 13986
SPLIT % 36.2% 63.8% 47.2% 76.3% 23.7% 52.8%
NB SB EB WB
0 0 15,190 11,289
AM Peak Hour 07:30 06:45 07:30 17:15 14:45 16:00
AM Pk Volume 872 1867 2710 1491 408 1820
Pk Hr Factor 0.924 0.915 0.908 0.918 0.850 0.966
7 - 9 Volume 1563 3542 5105 2873 741 3614
7 - 9 Peak Hour 07:30 07:30 07:30 17:00 16:15 16:00
7 - 9 Pk Volume 872 1838 2710 1452 401 1820
Pk Hr Factor 0.924 0.892 0.908 0.894 0.973 0.966
DAILY TOTALS Total
26,479
VOLUME
Telegraph Rd Bet. Paramount Blvd & Rosemead Blvd
Tuesday
8/20/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
26,479
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-63
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_027
NB SB EB WB
0 0 16,892 18,927
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 35 48 83 0 0 253 168 421
00:15 0 0 28 43 71 0 0 209 170 379
00:30 0 0 35 34 69 0 0 246 200 446
00:45 0 0 19 117 43 168 62 285 0 0 280 988 176 714 456 1702 01:00 0 0 22 31 53 0 0 279 192 471
01:15 0 0 19 27 46 0 0 235 194 429
01:30 0 0 20 34 54 0 0 231 203 434
01:45 0 0 14 75 37 129 51 204 0 0 243 988 209 798 452 1786 02:00 0 0 10 36 46 0 0 318 203 521
02:15 0 0 17 25 42 0 0 272 200 472
02:30 0 0 22 34 56 0 0 301 229 530
02:45 0 0 20 69 36 131 56 200 0 0 287 1178 247 879 534 2057 03:00 0 0 21 41 62 0 0 352 270 622
03:15 0 0 19 30 49 0 0 333 254 587
03:30 0 0 27 52 79 0 0 345 267 612
03:45 0 0 20 87 72 195 92 282 0 0 333 1363 269 1060 602 2423 04:00 0 0 25 61 86 0 0 322 231 553
04:15 0 0 47 94 141 0 0 369 235 604
04:30 0 0 43 113 156 0 0 391 257 648
04:45 0 0 66 181 140 408 206 589 0 0 371 1453 201 924 572 2377 05:00 0 0 41 141 182 0 0 337 280 617
05:15 0 0 58 159 217 0 0 372 261 633
05:30 0 0 81 258 339 0 0 371 239 610
05:45 0 0 126 306 260 818 386 1124 0 0 330 1410 249 1029 579 2439 06:00 0 0 99 283 382 0 0 368 198 566
06:15 0 0 127 323 450 0 0 410 242 652
06:30 0 0 169 379 548 0 0 414 217 631
06:45 0 0 192 587 399 1384 591 1971 0 0 379 1571 188 845 567 2416 07:00 0 0 154 478 632 0 0 352 195 547
07:15 0 0 205 477 682 0 0 283 166 449
07:30 0 0 226 461 687 0 0 236 173 409
07:45 0 0 239 824 388 1804 627 2628 0 0 226 1097 161 695 387 1792 08:00 0 0 207 447 654 0 0 181 148 329
08:15 0 0 230 425 655 0 0 200 144 344
08:30 0 0 211 417 628 0 0 147 132 279
08:45 0 0 187 835 425 1714 612 2549 0 0 140 668 129 553 269 1221 09:00 0 0 188 356 544 0 0 123 145 268
09:15 0 0 151 347 498 0 0 130 160 290
09:30 0 0 135 291 426 0 0 133 129 262
09:45 0 0 165 639 261 1255 426 1894 0 0 119 505 124 558 243 1063 10:00 0 0 176 246 422 0 0 115 102 217
10:15 0 0 157 308 465 0 0 86 87 173
10:30 0 0 143 318 461 0 0 81 112 193
10:45 0 0 176 652 346 1218 522 1870 0 0 68 350 72 373 140 723 11:00 0 0 190 287 477 0 0 51 58 109
11:15 0 0 178 240 418 0 0 48 75 123
11:30 0 0 206 265 471 0 0 40 60 100
11:45 0 0 200 774 235 1027 435 1801 0 0 36 175 55 248 91 423 TOTALS 5146 10251 15397 11746 8676 20422
SPLIT % 33.4% 66.6% 43.0% 57.5% 42.5% 57.0%
NB SB EB WB
0 0 16,892 18,927
AM Peak Hour 11:45 06:45 07:15 18:00 15:00 16:30
AM Pk Volume 908 1815 2650 1571 1060 2470
Pk Hr Factor 0.897 0.949 0.964 0.949 0.981 0.953
7 - 9 Volume 1659 3518 5177 2863 1953 4816
7 - 9 Peak Hour 07:30 07:00 07:15 16:30 17:00 16:30
7 - 9 Pk Volume 902 1804 2650 1471 1029 2470
Pk Hr Factor 0.944 0.944 0.964 Pk Hr Factor 0.941 0.919 0.953
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
35,819
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
35,819
VOLUME
Telegraph Rd Bet. Rosemead Blvd & Passons Blvd
Tuesday
8/20/2019
Page C-64
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_028
NB SB EB WB
0 0 19,754 21,410
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 61 58 119 0 0 259 279 538
00:15 0 0 64 65 129 0 0 281 239 520
00:30 0 0 56 41 97 0 0 259 253 512
00:45 0 0 46 227 37 201 83 428 0 0 257 1056 247 1018 504 2074 01:00 0 0 45 23 68 0 0 271 263 534
01:15 0 0 43 34 77 0 0 273 292 565
01:30 0 0 44 34 78 0 0 281 281 562
01:45 0 0 27 159 39 130 66 289 0 0 307 1132 309 1145 616 2277 02:00 0 0 26 35 61 0 0 331 289 620
02:15 0 0 37 35 72 0 0 320 280 600
02:30 0 0 46 55 101 0 0 356 264 620
02:45 0 0 48 157 30 155 78 312 0 0 362 1369 292 1125 654 2494 03:00 0 0 55 49 104 0 0 391 283 674
03:15 0 0 48 60 108 0 0 404 281 685
03:30 0 0 46 52 98 0 0 371 305 676
03:45 0 0 57 206 50 211 107 417 0 0 388 1554 283 1152 671 2706 04:00 0 0 55 66 121 0 0 378 284 662
04:15 0 0 65 79 144 0 0 346 277 623
04:30 0 0 81 119 200 0 0 380 307 687
04:45 0 0 93 294 111 375 204 669 0 0 376 1480 303 1171 679 2651 05:00 0 0 94 150 244 0 0 384 294 678
05:15 0 0 105 215 320 0 0 371 301 672
05:30 0 0 123 327 450 0 0 359 300 659
05:45 0 0 162 484 332 1024 494 1508 0 0 401 1515 267 1162 668 2677 06:00 0 0 143 291 434 0 0 355 243 598
06:15 0 0 166 355 521 0 0 374 243 617
06:30 0 0 219 398 617 0 0 410 288 698
06:45 0 0 208 736 510 1554 718 2290 0 0 338 1477 252 1026 590 2503 07:00 0 0 206 507 713 0 0 312 243 555
07:15 0 0 205 510 715 0 0 321 214 535
07:30 0 0 273 499 772 0 0 279 226 505
07:45 0 0 275 959 419 1935 694 2894 0 0 246 1158 214 897 460 2055 08:00 0 0 234 473 707 0 0 204 193 397
08:15 0 0 183 470 653 0 0 223 251 474
08:30 0 0 232 387 619 0 0 206 211 417
08:45 0 0 206 855 360 1690 566 2545 0 0 207 840 188 843 395 1683 09:00 0 0 206 318 524 0 0 160 183 343
09:15 0 0 222 265 487 0 0 161 225 386
09:30 0 0 217 212 429 0 0 117 167 284
09:45 0 0 203 848 258 1053 461 1901 0 0 107 545 153 728 260 1273 10:00 0 0 208 264 472 0 0 146 150 296
10:15 0 0 196 243 439 0 0 111 140 251
10:30 0 0 227 245 472 0 0 95 119 214
10:45 0 0 233 864 239 991 472 1855 0 0 101 453 106 515 207 968 11:00 0 0 222 239 461 0 0 106 99 205
11:15 0 0 245 239 484 0 0 102 76 178
11:30 0 0 250 244 494 0 0 111 80 191
11:45 0 0 257 974 268 990 525 1964 0 0 93 412 64 319 157 731 TOTALS 6763 10309 17072 12991 11101 24092
SPLIT % 39.6% 60.4% 41.5% 53.9% 46.1% 58.5%
NB SB EB WB
0 0 19,754 21,410
AM Peak Hour 11:45 06:45 06:45 15:00 16:30 16:30
AM Pk Volume 1056 2026 2918 1554 1205 2716
Pk Hr Factor 0.940 0.993 0.945 0.962 0.981 0.988
7 - 9 Volume 1814 3625 5439 2995 2333 5328
7 - 9 Peak Hour 07:15 07:00 07:00 17:00 16:30 16:30
7 - 9 Pk Volume 987 1935 2894 1515 1205 2716
Pk Hr Factor 0.897 0.949 0.937 0.945 0.981 0.988
DAILY TOTALS Total
41,164
VOLUME
Washington Blvd Bet. Bluff Rd & Rosemead Blvd
Thursday
8/29/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
41,164
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-65
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_029
NB SB EB WB
0 0 20,028 20,656
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 77 47 124 0 0 216 336 552
00:15 0 0 71 62 133 0 0 201 292 493
00:30 0 0 59 36 95 0 0 202 301 503
00:45 0 0 35 242 22 167 57 409 0 0 187 806 301 1230 488 2036 01:00 0 0 48 30 78 0 0 227 349 576
01:15 0 0 58 22 80 0 0 281 298 579
01:30 0 0 57 33 90 0 0 303 267 570
01:45 0 0 32 195 32 117 64 312 0 0 327 1138 284 1198 611 2336 02:00 0 0 29 25 54 0 0 316 233 549
02:15 0 0 42 26 68 0 0 345 285 630
02:30 0 0 50 44 94 0 0 369 241 610
02:45 0 0 39 160 33 128 72 288 0 0 374 1404 273 1032 647 2436 03:00 0 0 52 44 96 0 0 368 299 667
03:15 0 0 52 50 102 0 0 402 339 741
03:30 0 0 60 48 108 0 0 417 304 721
03:45 0 0 53 217 73 215 126 432 0 0 361 1548 287 1229 648 2777 04:00 0 0 69 72 141 0 0 419 285 704
04:15 0 0 65 78 143 0 0 373 287 660
04:30 0 0 100 110 210 0 0 414 288 702
04:45 0 0 94 328 138 398 232 726 0 0 412 1618 303 1163 715 2781 05:00 0 0 89 131 220 0 0 454 269 723
05:15 0 0 121 212 333 0 0 383 330 713
05:30 0 0 150 246 396 0 0 454 327 781
05:45 0 0 150 510 282 871 432 1381 0 0 425 1716 254 1180 679 2896 06:00 0 0 142 258 400 0 0 387 266 653
06:15 0 0 165 339 504 0 0 362 300 662
06:30 0 0 206 329 535 0 0 391 248 639
06:45 0 0 192 705 459 1385 651 2090 0 0 361 1501 233 1047 594 2548 07:00 0 0 216 388 604 0 0 301 264 565
07:15 0 0 245 449 694 0 0 314 248 562
07:30 0 0 269 335 604 0 0 269 243 512
07:45 0 0 327 1057 302 1474 629 2531 0 0 272 1156 258 1013 530 2169 08:00 0 0 259 464 723 0 0 222 196 418
08:15 0 0 204 369 573 0 0 230 211 441
08:30 0 0 229 350 579 0 0 211 175 386
08:45 0 0 229 921 330 1513 559 2434 0 0 201 864 179 761 380 1625 09:00 0 0 173 353 526 0 0 188 166 354
09:15 0 0 214 287 501 0 0 173 130 303
09:30 0 0 199 257 456 0 0 134 143 277
09:45 0 0 205 791 253 1150 458 1941 0 0 145 640 144 583 289 1223 10:00 0 0 180 230 410 0 0 161 111 272
10:15 0 0 192 207 399 0 0 137 91 228
10:30 0 0 164 229 393 0 0 105 107 212
10:45 0 0 185 721 254 920 439 1641 0 0 157 560 101 410 258 970 11:00 0 0 203 238 441 0 0 122 77 199
11:15 0 0 200 301 501 0 0 107 59 166
11:30 0 0 197 319 516 0 0 102 72 174
11:45 0 0 205 805 353 1211 558 2016 0 0 94 425 53 261 147 686 TOTALS 6652 9549 16201 13376 11107 24483
SPLIT % 41.1% 58.9% 39.8% 54.6% 45.4% 60.2%
NB SB EB WB
0 0 20,028 20,656
AM Peak Hour 07:15 06:45 07:15 17:00 12:30 16:45
AM Pk Volume 1100 1631 2650 1716 1249 2932
Pk Hr Factor 0.841 0.888 0.916 0.945 0.895 0.939
7 - 9 Volume 1978 2987 4965 3334 2343 5677
7 - 9 Peak Hour 07:15 07:15 07:15 17:00 16:45 16:45
7 - 9 Pk Volume 1100 1550 2650 1716 1229 2932
Pk Hr Factor 0.841 0.835 0.916 0.945 0.931 0.939
DAILY TOTALS Total
40,684
VOLUME
Washington Blvd Bet. Rosemead Blvd & Passons Blvd
Thursday
8/22/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
40,684
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-66
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_030
NB SB EB WB
0 0 13,059 13,054
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 38 41 79 0 0 219 159 378
00:15 0 0 28 39 67 0 0 225 203 428
00:30 0 0 15 33 48 0 0 214 155 369
00:45 0 0 17 98 27 140 44 238 0 0 187 845 164 681 351 1526 01:00 0 0 18 18 36 0 0 236 185 421
01:15 0 0 12 24 36 0 0 205 152 357
01:30 0 0 15 8 23 0 0 187 151 338
01:45 0 0 18 63 9 59 27 122 0 0 196 824 168 656 364 1480 02:00 0 0 11 14 25 0 0 225 188 413
02:15 0 0 12 8 20 0 0 206 174 380
02:30 0 0 13 15 28 0 0 243 165 408
02:45 0 0 16 52 18 55 34 107 0 0 241 915 184 711 425 1626 03:00 0 0 17 12 29 0 0 234 166 400
03:15 0 0 12 14 26 0 0 260 204 464
03:30 0 0 22 13 35 0 0 244 163 407
03:45 0 0 24 75 28 67 52 142 0 0 248 986 205 738 453 1724 04:00 0 0 30 23 53 0 0 256 172 428
04:15 0 0 33 26 59 0 0 252 154 406
04:30 0 0 51 47 98 0 0 263 166 429
04:45 0 0 59 173 54 150 113 323 0 0 270 1041 167 659 437 1700 05:00 0 0 57 72 129 0 0 268 165 433
05:15 0 0 75 85 160 0 0 272 199 471
05:30 0 0 77 137 214 0 0 252 151 403
05:45 0 0 77 286 138 432 215 718 0 0 264 1056 194 709 458 1765 06:00 0 0 77 192 269 0 0 291 198 489
06:15 0 0 94 183 277 0 0 237 151 388
06:30 0 0 110 256 366 0 0 239 166 405
06:45 0 0 85 366 265 896 350 1262 0 0 230 997 155 670 385 1667 07:00 0 0 120 278 398 0 0 205 165 370
07:15 0 0 125 288 413 0 0 183 188 371
07:30 0 0 145 316 461 0 0 193 166 359
07:45 0 0 145 535 305 1187 450 1722 0 0 177 758 171 690 348 1448 08:00 0 0 167 266 433 0 0 178 177 355
08:15 0 0 107 293 400 0 0 149 144 293
08:30 0 0 164 236 400 0 0 143 129 272
08:45 0 0 144 582 212 1007 356 1589 0 0 126 596 148 598 274 1194 09:00 0 0 114 200 314 0 0 145 113 258
09:15 0 0 138 189 327 0 0 152 107 259
09:30 0 0 135 139 274 0 0 87 114 201
09:45 0 0 137 524 165 693 302 1217 0 0 86 470 112 446 198 916 10:00 0 0 129 147 276 0 0 99 94 193
10:15 0 0 148 152 300 0 0 69 79 148
10:30 0 0 157 171 328 0 0 69 58 127
10:45 0 0 186 620 181 651 367 1271 0 0 69 306 61 292 130 598 11:00 0 0 155 174 329 0 0 48 46 94
11:15 0 0 201 151 352 0 0 42 54 96
11:30 0 0 171 180 351 0 0 36 47 83
11:45 0 0 194 721 168 673 362 1394 0 0 44 170 47 194 91 364 TOTALS 4095 6010 10105 8964 7044 16008
SPLIT % 40.5% 59.5% 38.7% 56.0% 44.0% 61.3%
NB SB EB WB
0 0 13,059 13,054
AM Peak Hour 11:45 07:00 07:15 17:15 15:15 17:15
AM Pk Volume 852 1187 1757 1079 744 1821
Pk Hr Factor 0.947 0.939 0.953 0.927 0.907 0.931
7 - 9 Volume 1117 2194 3311 2097 1368 3465
7 - 9 Peak Hour 07:45 07:00 07:15 16:30 17:00 16:30
7 - 9 Pk Volume 583 1187 1757 1073 709 1770
Pk Hr Factor 0.873 0.939 0.953 0.986 0.891 0.939
DAILY TOTALS Total
26,113
VOLUME
Whittier Blvd Bet. Railroad Tracks & Paramount Blvd
Wednesday
9/4/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
26,113
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-67
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_031
NB SB EB WB
0 0 15,645 13,580
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 51 42 93 0 0 231 206 437
00:15 0 0 38 31 69 0 0 247 198 445
00:30 0 0 26 21 47 0 0 237 198 435
00:45 0 0 27 142 19 113 46 255 0 0 220 935 199 801 419 1736 01:00 0 0 32 15 47 0 0 232 219 451
01:15 0 0 17 14 31 0 0 254 171 425
01:30 0 0 21 7 28 0 0 267 149 416
01:45 0 0 16 86 12 48 28 134 0 0 266 1019 171 710 437 1729 02:00 0 0 16 12 28 0 0 241 180 421
02:15 0 0 21 13 34 0 0 289 164 453
02:30 0 0 16 16 32 0 0 317 181 498
02:45 0 0 26 79 14 55 40 134 0 0 327 1174 186 711 513 1885 03:00 0 0 12 12 24 0 0 312 183 495
03:15 0 0 17 12 29 0 0 320 203 523
03:30 0 0 29 23 52 0 0 341 214 555
03:45 0 0 20 78 27 74 47 152 0 0 312 1285 200 800 512 2085 04:00 0 0 32 24 56 0 0 331 174 505
04:15 0 0 43 72 115 0 0 263 214 477
04:30 0 0 46 65 111 0 0 329 186 515
04:45 0 0 55 176 77 238 132 414 0 0 306 1229 206 780 512 2009 05:00 0 0 66 80 146 0 0 342 214 556
05:15 0 0 61 121 182 0 0 327 227 554
05:30 0 0 77 167 244 0 0 339 197 536
05:45 0 0 84 288 166 534 250 822 0 0 278 1286 199 837 477 2123 06:00 0 0 84 182 266 0 0 325 211 536
06:15 0 0 83 201 284 0 0 276 177 453
06:30 0 0 137 217 354 0 0 266 204 470
06:45 0 0 99 403 234 834 333 1237 0 0 251 1118 207 799 458 1917 07:00 0 0 153 248 401 0 0 243 199 442
07:15 0 0 156 231 387 0 0 212 199 411
07:30 0 0 181 196 377 0 0 241 175 416
07:45 0 0 149 639 214 889 363 1528 0 0 232 928 169 742 401 1670 08:00 0 0 178 196 374 0 0 221 189 410
08:15 0 0 151 211 362 0 0 190 168 358
08:30 0 0 176 207 383 0 0 184 164 348
08:45 0 0 170 675 205 819 375 1494 0 0 176 771 138 659 314 1430 09:00 0 0 152 182 334 0 0 156 112 268
09:15 0 0 169 172 341 0 0 151 130 281
09:30 0 0 168 185 353 0 0 126 124 250
09:45 0 0 165 654 184 723 349 1377 0 0 112 545 102 468 214 1013 10:00 0 0 174 159 333 0 0 120 100 220
10:15 0 0 145 188 333 0 0 90 72 162
10:30 0 0 183 183 366 0 0 87 67 154
10:45 0 0 174 676 180 710 354 1386 0 0 82 379 48 287 130 666 11:00 0 0 208 206 414 0 0 79 41 120
11:15 0 0 203 171 374 0 0 61 46 107
11:30 0 0 198 209 407 0 0 68 31 99
11:45 0 0 212 821 196 782 408 1603 0 0 51 259 49 167 100 426 TOTALS 4717 5819 10536 10928 7761 18689
SPLIT % 44.8% 55.2% 36.1% 58.5% 41.5% 63.9%
NB SB EB WB
0 0 15,645 13,580
AM Peak Hour 11:45 06:30 11:45 16:45 16:45 16:45
AM Pk Volume 927 930 1725 1314 844 2158
Pk Hr Factor 0.938 0.938 0.969 0.961 0.930 0.970
7 - 9 Volume 1314 1708 3022 2515 1617 4132
7 - 9 Peak Hour 08:00 07:00 07:00 16:45 16:45 16:45
7 - 9 Pk Volume 675 889 1528 1314 844 2158
Pk Hr Factor 0.948 0.896 0.953 0.961 0.930 0.970
DAILY TOTALS Total
29,225
VOLUME
Whittier Blvd Bet. Paramount Blvd & Passons Blvd
Wednesday
9/4/2019
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
23:30
23:45
TOTALS
Total
29,225
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
Pk Hr Factor
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
Page C-68
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_032
NB SB EB WB
0 0 18,415 17,254
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 53 45 98 0 0 249 241 490
00:15 0 0 40 38 78 0 0 285 278 563
00:30 0 0 39 36 75 0 0 275 277 552
00:45 0 0 33 165 33 152 66 317 0 0 268 1077 261 1057 529 2134 01:00 0 0 37 29 66 0 0 251 257 508
01:15 0 0 28 26 54 0 0 310 247 557
01:30 0 0 21 38 59 0 0 273 202 475
01:45 0 0 19 105 23 116 42 221 0 0 290 1124 268 974 558 2098 02:00 0 0 13 30 43 0 0 285 228 513
02:15 0 0 15 15 30 0 0 274 235 509
02:30 0 0 21 19 40 0 0 282 257 539
02:45 0 0 24 73 16 80 40 153 0 0 301 1142 274 994 575 2136 03:00 0 0 19 23 42 0 0 342 228 570
03:15 0 0 32 23 55 0 0 358 284 642
03:30 0 0 52 34 86 0 0 368 237 605
03:45 0 0 43 146 39 119 82 265 0 0 350 1418 228 977 578 2395 04:00 0 0 30 38 68 0 0 378 259 637
04:15 0 0 59 46 105 0 0 369 232 601
04:30 0 0 90 57 147 0 0 411 220 631
04:45 0 0 77 256 78 219 155 475 0 0 366 1524 221 932 587 2456 05:00 0 0 102 90 192 0 0 388 273 661
05:15 0 0 83 92 175 0 0 409 254 663
05:30 0 0 115 158 273 0 0 380 256 636
05:45 0 0 132 432 200 540 332 972 0 0 403 1580 251 1034 654 2614 06:00 0 0 101 213 314 0 0 387 284 671
06:15 0 0 124 249 373 0 0 409 257 666
06:30 0 0 176 254 430 0 0 312 233 545
06:45 0 0 165 566 296 1012 461 1578 0 0 276 1384 238 1012 514 2396 07:00 0 0 176 334 510 0 0 225 240 465
07:15 0 0 165 312 477 0 0 307 228 535
07:30 0 0 223 288 511 0 0 234 205 439
07:45 0 0 200 764 277 1211 477 1975 0 0 257 1023 212 885 469 1908 08:00 0 0 218 282 500 0 0 244 193 437
08:15 0 0 179 272 451 0 0 237 229 466
08:30 0 0 225 255 480 0 0 199 206 405
08:45 0 0 189 811 233 1042 422 1853 0 0 239 919 188 816 427 1735 09:00 0 0 152 255 407 0 0 185 152 337
09:15 0 0 160 223 383 0 0 151 188 339
09:30 0 0 213 199 412 0 0 174 158 332
09:45 0 0 182 707 218 895 400 1602 0 0 164 674 150 648 314 1322 10:00 0 0 193 221 414 0 0 158 160 318
10:15 0 0 196 194 390 0 0 135 129 264
10:30 0 0 212 216 428 0 0 119 109 228
10:45 0 0 196 797 217 848 413 1645 0 0 115 527 98 496 213 1023 11:00 0 0 189 200 389 0 0 105 76 181
11:15 0 0 217 263 480 0 0 76 65 141
11:30 0 0 246 213 459 0 0 59 67 126
11:45 0 0 254 906 247 923 501 1829 0 0 55 295 64 272 119 567 TOTALS 5728 7157 12885 12687 10097 22784
SPLIT % 44.5% 55.5% 36.1% 55.7% 44.3% 63.9%
NB SB EB WB
0 0 18,415 17,254
AM Peak Hour 11:45 06:45 11:45 17:00 12:15 17:30
AM Pk Volume 1063 1230 2106 1580 1073 2627
Pk Hr Factor 0.932 0.921 0.935 0.966 0.965 0.979
7 - 9 Volume 1575 2253 3828 3104 1966 5070
7 - 9 Peak Hour 07:45 07:00 07:00 17:00 17:00 17:00
7 - 9 Pk Volume 822 1211 1975 1580 1034 2614
Pk Hr Factor 0.913 0.906 0.966 Pk Hr Factor 0.966 0.947 0.986
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
35,669
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
35,669
VOLUME
Whittier Blvd Bet. Passons Blvd & Gregg Rd
Thursday
8/22/2019
Page C-69
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_033
NB SB EB WB
0 0 7,084 7,226
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 11 12 23 0 0 73 98 171
00:15 0 0 10 9 19 0 0 74 87 161
00:30 0 0 8 4 12 0 0 70 85 155
00:45 0 0 5 34 8 33 13 67 0 0 90 307 108 378 198 685
01:00 0 0 8 8 16 0 0 87 96 183
01:15 0 0 3 6 9 0 0 66 99 165
01:30 0 0 17 4 21 0 0 91 96 187
01:45 0 0 3 31 6 24 9 55 0 0 93 337 106 397 199 734
02:00 0 0 3 8 11 0 0 79 85 164
02:15 0 0 6 6 12 0 0 121 99 220
02:30 0 0 3 5 8 0 0 116 112 228
02:45 0 0 8 20 1 20 9 40 0 0 157 473 152 448 309 921
03:00 0 0 2 3 5 0 0 120 163 283
03:15 0 0 4 10 14 0 0 135 152 287
03:30 0 0 13 7 20 0 0 146 125 271
03:45 0 0 10 29 6 26 16 55 0 0 180 581 156 596 336 1177 04:00 0 0 15 8 23 0 0 195 178 373
04:15 0 0 11 11 22 0 0 171 181 352
04:30 0 0 24 14 38 0 0 174 161 335
04:45 0 0 24 74 29 62 53 136 0 0 146 686 190 710 336 1396 05:00 0 0 24 17 41 0 0 173 159 332
05:15 0 0 27 21 48 0 0 182 190 372
05:30 0 0 43 41 84 0 0 199 208 407
05:45 0 0 43 137 44 123 87 260 0 0 187 741 155 712 342 1453 06:00 0 0 58 53 111 0 0 169 165 334
06:15 0 0 68 63 131 0 0 148 119 267
06:30 0 0 86 93 179 0 0 147 102 249
06:45 0 0 78 290 111 320 189 610 0 0 137 601 81 467 218 1068 07:00 0 0 99 111 210 0 0 108 74 182
07:15 0 0 117 131 248 0 0 97 84 181
07:30 0 0 127 150 277 0 0 103 60 163
07:45 0 0 133 476 148 540 281 1016 0 0 87 395 69 287 156 682 08:00 0 0 104 144 248 0 0 58 62 120
08:15 0 0 107 149 256 0 0 67 55 122
08:30 0 0 94 108 202 0 0 76 61 137
08:45 0 0 72 377 93 494 165 871 0 0 54 255 37 215 91 470 09:00 0 0 78 103 181 0 0 47 46 93
09:15 0 0 61 80 141 0 0 59 45 104
09:30 0 0 70 74 144 0 0 60 41 101
09:45 0 0 49 258 93 350 142 608 0 0 45 211 29 161 74 372 10:00 0 0 57 84 141 0 0 61 24 85
10:15 0 0 57 81 138 0 0 38 37 75
10:30 0 0 58 94 152 0 0 24 26 50
10:45 0 0 64 236 93 352 157 588 0 0 23 146 26 113 49 259 11:00 0 0 76 72 148 0 0 26 26 52
11:15 0 0 51 78 129 0 0 29 16 45
11:30 0 0 77 81 158 0 0 19 17 36
11:45 0 0 93 297 99 330 192 627 0 0 18 92 9 68 27 160
TOTALS 2259 2674 4933 4825 4552 9377
SPLIT % 45.8% 54.2% 34.5% 51.5% 48.5% 65.5%
NB SB EB WB
0 0 7,084 7,226
AM Peak Hour 07:15 07:30 07:30 17:00 16:45 17:15
AM Pk Volume 481 591 1062 741 747 1455
Pk Hr Factor 0.904 0.985 0.945 0.931 0.898 0.894
7 - 9 Volume 853 1034 1887 1427 1422 2849
7 - 9 Peak Hour 07:15 07:30 07:30 17:00 16:45 17:00
7 - 9 Pk Volume 481 591 1062 741 747 1453
Pk Hr Factor 0.904 0.985 0.945 Pk Hr Factor 0.931 0.898 0.893
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
14,310
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
14,310
VOLUME
Gallatin Rd Bet. Paramount Blvd & Rosemead Blvd
Thursday
8/29/2019
Page C-70
Prepared by NDS/ATD
Day: City: Pico Rivera
Date: Project #: CA19_5433_034
NB SB EB WB
0 0 2,239 2,802
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 2 1 3 0 0 40 36 76
00:15 0 0 3 3 6 0 0 31 31 62
00:30 0 0 3 1 4 0 0 23 50 73
00:45 0 0 7 15 2 7 9 22 0 0 27 121 38 155 65 276
01:00 0 0 13 0 13 0 0 41 32 73
01:15 0 0 3 0 3 0 0 35 31 66
01:30 0 0 1 9 10 0 0 46 33 79
01:45 0 0 1 18 8 17 9 35 0 0 31 153 33 129 64 282
02:00 0 0 3 1 4 0 0 30 72 102
02:15 0 0 5 4 9 0 0 34 49 83
02:30 0 0 2 2 4 0 0 43 63 106
02:45 0 0 1 11 3 10 4 21 0 0 50 157 48 232 98 389
03:00 0 0 3 3 6 0 0 45 48 93
03:15 0 0 4 8 12 0 0 38 36 74
03:30 0 0 9 12 21 0 0 31 48 79
03:45 0 0 15 31 19 42 34 73 0 0 37 151 39 171 76 322
04:00 0 0 7 18 25 0 0 60 48 108
04:15 0 0 4 12 16 0 0 55 59 114
04:30 0 0 17 21 38 0 0 45 61 106
04:45 0 0 8 36 21 72 29 108 0 0 70 230 38 206 108 436
05:00 0 0 12 14 26 0 0 52 52 104
05:15 0 0 14 16 30 0 0 59 33 92
05:30 0 0 21 32 53 0 0 57 46 103
05:45 0 0 32 79 23 85 55 164 0 0 50 218 36 167 86 385
06:00 0 0 15 33 48 0 0 42 44 86
06:15 0 0 16 28 44 0 0 41 22 63
06:30 0 0 21 54 75 0 0 32 14 46
06:45 0 0 28 80 82 197 110 277 0 0 38 153 15 95 53 248
07:00 0 0 24 64 88 0 0 16 28 44
07:15 0 0 35 104 139 0 0 19 15 34
07:30 0 0 37 90 127 0 0 16 25 41
07:45 0 0 36 132 106 364 142 496 0 0 16 67 18 86 34 153 08:00 0 0 28 76 104 0 0 17 10 27
08:15 0 0 25 63 88 0 0 17 9 26
08:30 0 0 19 41 60 0 0 15 15 30
08:45 0 0 25 97 45 225 70 322 0 0 13 62 13 47 26 109
09:00 0 0 16 35 51 0 0 14 8 22
09:15 0 0 23 37 60 0 0 20 19 39
09:30 0 0 28 32 60 0 0 14 11 25
09:45 0 0 26 93 39 143 65 236 0 0 11 59 6 44 17 103
10:00 0 0 24 27 51 0 0 16 9 25
10:15 0 0 30 30 60 0 0 5 4 9
10:30 0 0 23 28 51 0 0 7 8 15
10:45 0 0 27 104 45 130 72 234 0 0 4 32 4 25 8 57
11:00 0 0 31 29 60 0 0 7 4 11
11:15 0 0 18 26 44 0 0 3 5 8
11:30 0 0 33 40 73 0 0 4 5 9
11:45 0 0 40 122 41 136 81 258 0 0 4 18 3 17 7 35
TOTALS 818 1428 2246 1421 1374 2795
SPLIT % 36.4% 63.6% 44.6% 50.8% 49.2% 55.4%
NB SB EB WB
0 0 2,239 2,802
AM Peak Hour 11:30 07:15 07:15 16:45 14:00 16:00
AM Pk Volume 144 376 512 238 232 436
Pk Hr Factor 0.900 0.887 0.901 0.850 0.806 0.956
7 - 9 Volume 229 589 818 448 373 821
7 - 9 Peak Hour 07:15 07:15 07:15 16:45 16:15 16:00
7 - 9 Pk Volume 136 376 512 238 210 436
Pk Hr Factor 0.919 0.887 0.901 Pk Hr Factor 0.850 0.861 0.956
DAILY TOTALS
PM Peak Hour
Pk Hr Factor
PM Pk Volume
4 - 6 Volume
4 - 6 Peak Hour
TOTALS
Total
5,041
SPLIT %
DAILY TOTALS
4 - 6 Pk Volume
21:45
22:00
22:15
22:30
23:30
23:45
19:15
19:30
22:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
17:45
18:00
18:15
18:30
18:45
19:00
15:45
16:00
16:15
16:30
23:00
23:15
19:45
17:00
17:15
17:30
13:15
13:30
16:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
13:45
TOTAL PM Period TOTAL
12:00
12:15
12:30
12:45
13:00
DAILY TOTALS Total
5,041
VOLUME
Rex Rd Bet. Rosemead Blvd & Paramount Blvd
Thursday
8/22/2019
Page C-71
ADT
2020
Page C-72