ATT 2 - Addendum to the San Antonio Precise Plan (P(40)) Certified FEIR — Mountain View City Council, June 10, 2025 (part 3 of 5)

DPR 523A (9/2013) *Required Information
State of California – The Resources Agency Primary # ____________________________________ DEPARTMENT OF PARKS AND RECREATION HRI # _______________________________________ PRIMARY RECORD Trinomial _____________________________________ NRHP Status Code __________
Other Listings __________
Review Code __________ Reviewer ____________________________ Date ___________ P1. Other Identifier: Eaves Mountain View at Middlefield Apartments

*P2. Location:  Not for Publication  Unrestricted *a. County Santa Clara County And (P2b and P2c or P2d. Attach a Location Map as necessary.) *b. USGS 7.5’ Quad Mountain View Date 2018 T; R; of Sec ____; B.M. c. Address: 365 San Antonio Road City Mountain View Zip 94040 d. UTM: (give more than one for large and/or linear resources) Zone 10 S; 578706.49 m E/4140198.74 m N e. Other Locational Data: (e.g., parcel #, directions to resource, elevation, etc., as appropriate) APN: 148-22-005

*P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries)

The property at 365 San Antonio Road contains a one-story commercial building with a rectangular plan situated on a parcel measuring approximately 60 feet wide by 160 feet deep. The building faces west, toward San Antonio Road; a service drive runs adjacent to the south edge of the parcel. The parcel features surface paving along the building’s primary (west), south, and rear (east) façades; the rear paved area provides vehicular parking. The adjoining parcel to the north also contains a paved surface parking lot. The building’s general setting is a commercial corridor in western Mountain View. Low -scale (one-story) development lies north of the subject building, while taller (up to five-story) residential and commercial complexes lie to the south and west.

(See continuation sheet.)

*P3b. Resource Attributes: (List attributes and codes) HP6 (1- to 3-story commercial building)

*P4. Resources Present:  Building  Structure  Object  Site  District  Element of District  Other

P5b. Description of Photo: (View, date,
accession #) View facing east, 3/29/2021

*P6. Date Constructed/Age and Sources:
Historic  Prehistoric  Both
1952 (Assessor’s Records)

*P7. Owner and Address:

MGP IX SAC MP&P, LLC
425 California Street, Floor 10
San Francisco, CA 94104

*P8. Recorded by: (Name, affiliation, address)
Jon Rusch, ICF
201 Mission Street, Suite 1500
San Francisco, CA 94105

*P9. Date Recorded: March 29, 2021

*P10. Survey Type: (Describe) Intensive

*P11. Report Citation: ICF. 2021. The Village at San Antonio – Phase III. Addendum. Date pending. (ICF 00693.20.) San Francisco, CA.

Prepared for City of Mountain View, Mountain View, CA

P5a. Photograph or Drawing (Photograph required for buildings, structures and objects)

Figure 1: 365 San Antonio Road, viewed facing east. Source: ICF.

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*Resource Name or # (Assigned by recorder) 365 San Antonio Road DPR 523B (9/2013) *Required Information
State of California – The Resources Agency Primary # _____________________________________ DEPARTMENT OF PARKS AND RECREATION HRI # ________________________________________

BUILDING, STRUCTURE, AND OBJECT RECORD
B1. Historic Name: Unknown

B2. Common Name: PerceptiMed

B3. Original Use: Commercial (most likely retail)

B4. Present Use: Commercial office

*B5. Architectural Style: No discernible style (altered)

*B6. Construction History: (Construction date, alteration, and date of alterations)

The building at 365 San Antonio Road in Mountain View, California, was constructed in 1952, according to Santa Clara County Assessor’s Office data (ParcelQuest 2021). However, the building’s original architect and builder remain unidentified. A review of historic aerial photographs revealed that an addition was constructed on the north side of the building between 1960 and 1968, but the addition was demolished between 1987 and 1991 (Nationwide Environmental Title Research [NETR] 1960, 1968, 1987, 1991). Summaries of four building permits issued between 2000 and 2019 are available on the City of Mountain View website; these permits indicate minor scopes of work , including interior tenant improvements and the installation of an illuminated tenant identification sign that appears to be no longer extant (City of Mountain View 2021). Based on visual inspection, the building’s exterior cladding, corrugated metal frieze, and mos t window and door configurations do not appear to be original. These alterations remain undated.

*B7. Moved?  No  Yes  Unknown Date: N/A Original Location: N/A

*B8. Related Features: N/A

B9a. Architect: Unknown
b. Builder: Unknown

*B10. Significance: Theme N/A Area N/A
Period of Significance N/A Property Type N/A Applicable Criteria N/A (Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic scope. Also address integrity.)

Historic Context: Mountain View
Prior to the arrival of European explorers and settlers in the 1760s and 1770s, the Santa Clara Valley’s primary inhabitants were the Ohlone people. Spanish missions became the first European settlements in the area during the final quarter of the 18 th century. Over the next 100 years, waves of European-American settlers arrived in the region as a result of the 1848 California Gold Rush and subsequent railroad developments; they, in turn, established new farms, residences, and community nodes. (LSA Associates, Inc. 2011:450–451).

(See continuation sheet.)

B11. Additional Resource Attributes: (List attributes and codes)

*B12. References: (See continuation sheet.)

B13. Remarks: N/A

*B14. Evaluator:

Jon Rusch, ICF

*Date of Evaluation: 7/9/2021

(This space reserved for official comments.)

(Sketch Map with north arrow required.)

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

DPR 523L (9/2013) *Required Information
State of California – The Resources Agency Primary # _____________________________________ DEPARTMENT OF PARKS AND RECREATION HRI # ________________________________________ CONTINUATION SHEET Trinomial ____________________________________________

*P3a. Description (continued):

The building’s low-slope barrel roof is set behind a parapet formed by a non-original corrugated metal frieze on all façades. The primary façade (Figure 2) features the building’s centered primary entrance, which is flanked by structural piers . The entrance comprises a pairing of fully glazed, metal -framed pedestrian doors under a large, fixed transom that bears the building’s address. The façade features tile cladding on both sides of the entrance. The tiles appear to be ceramic but are finished to have the appearance of stone. At either end of the façade is a band of three large, vertically oriented fixed windows. These windows, which rise between the foundation level and the corrugated metal frieze, are separated by metal mullions. The glazing at the entrance and in the window bands is reflective glass. Tile-clad piers form the outermost ends of the façade.

The remaining façades of the building are clad primarily in stucco below the corrugated metal frieze. The south façade (Figure 3) is divided by structural piers; each exterior pier face is clad with the same tile found at the primary façade. The south façade also has an irregular arrangement of windows, including a non-original fixed picture window near the façade’s west end, two small windows near the center, and an original multi-lite, steel-sash window close to the façade’s east end. The rear façade (Figure 4) has an arrangement similar to that of the primary façade, although the entrance is off -center, and only one area of tile cladding is present. In addition, a glazed pedestrian door is incorporated into the window grouping at the south end of the façade. A small non- original shed-roofed storage shed projects from the façade’s north end. The north façade ( Figure 5) is articulated by exposed concrete structural columns but has no other distinguishing features.

*B10. Significance (continued):

Mountain View was a 19th-century stagecoach stop along El Camino Real, the route that connected California’s missions. The community grew as the Santa Clara Valley gained prominence as an agricultural production center during the late 19th century. The town incorporated in 1902 with fewer than 1,000 residents. The agricultural and horticultural economy that had sustained Mountain View remained strong until World War II, at which point the ascendance of new technology, as well as the electronics industries in the region, shifted the focus.

Following World War II, an influx of new residents spurred suburban tract residential development across the valley’s formerly agricultural lands. Moffett Federal Airfield, the Lockheed Missile and Space Company, and the NASA Ames Research Center all contributed to the early growth in the high-tech industries that took hold around Mountain View and ultimately led to the region’s christening as “Silicon Valley.” Like many small communities on the San Francisco Peninsula and in the Santa Clara Valley in the mid-20 th century, Mountain View experienced
enormous population growth, with just under 4,000 residents in 1940 but more than 30,000 by 1960. These trends continued and even accelerated in subsequent decades, fueled by the ascendance of industries associated with the personal computer and further land development associated with the region’s commercial and technology sectors (LSA Associates, Inc. 2011:451-453).

Site History
Prior to construction of the building at 365 San Antonio Road in 1952, the subject parcel was a component of a larger agricultural property that contributed to a patchwork of orchards and other rural land uses approximately 1.5 miles northwest of central Mountain V iew. Aerial photographs indicate that surrounding communities expanded by way of rapid residential and commercial development on agricultural lands during the 1950s and 1960s. By the mid-1950s, this general pattern of development led to the construction of a collection of commercial buildings along San Antonio Road, a once rural road (NETR 1948, 1956).

Santa Clara County Assessor’s Office records indicate the building at 365 San Antonio Road was constructed in 1952, which is supported by available historic aerial photographs . Mountain View city directories , available online through Ancestry.com, as well as regional newspapers identify several past occupants of the subject building. The earliest known tenants were Palo Alto Appliance, Proto Type Machine Shop, and Robb-Jack Corp. (a tool manufacturer), as listed in the 1962 Mountain View city directory (R.L. Polk & Co. 1963:108).

As such, it appears the property housed multiple commercial and light industrial uses simultaneously. Although newspapers confirm that Palo Alto Appliance was at the address in 1963 (San Francisco Examiner 1963:32), by the publication of the 1964 city directory, the appliance store had been replaced by Jones Ron Associates, which sold boats (R.L. Polk & Co. 1964:176). Proto Type Machine Shop and Robb-Jack Corp. remained in the building through 1966; they were joined by the Franciscan Glass Company (R.L. Polk & Co. 1966:202). However, none of these businesses remained in the building in 1968. That year, city directories indicate that the sole tenant was San Jos é Paint, which occupied the building until at least 1977, the last time the establishment received mention in local newspapers (R.L. Polk & Co. 1968:247; San Francisco Examiner 1977:50) . The building’s commercial tenant from 1984 to 1988 was Keyboard Distributors, a piano retailer (Salinas Californian 1984:16; San Francisco Examiner 1988:A-12). The current tenant of 365 San Antonio Road is PerceptiMed, a company founded in 2013 to develop technologies for prescription pill dispensing (PerceptiMed 2021).

National Register of Historic Places/California Register of Historical Resources Evaluation of 365 San Antonio Road The building at 365 San Antonio Road is not currently listed in, and has not been found eligible for listing in, the National Register of Historic Places (NRHP) or California Register of Historical Resources (CRHR). The following provides an evaluation of the building at 365 San Antonio Road under NRHP/CRHR Criteria A/1–D/4:

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

CRITERIA A/1 (Events): Associated with events that have made a significant contribution to the broad patterns of local or regional history or the cultural heritage of California or the United States.

The building at 365 San Antonio Road is not associated with any event(s) of historical significance. The building appears to have been constructed as a commercial and industrial building, serving the surrounding communities of northwestern Santa Clara County. The types of tenants known to have occupied the building after its 1952 construction include an appliance store, paint store, musical instrument store, and various light industrial businesses. None of these tenants appears exceptional within the context of a quickly developing suburban area of the San Francisco Bay region during the post–World War II period. Rather, the building appears to represent an unremarkable pattern of commercial development that occurred throughout Mountain View and its surrounding communities during the mid-20th century. None of the identified tenants of the building is known to have contributed significantly to local, state, or national economies. Newspaper research did not find the building to have been associated with any other important single events, patterns of events, repeated activities, or historic trends; rather, it appears to have contributed to everyday community and commercial life. For these reasons, the building at 365 San Antonio Road is not significant under NRHP/CRHR Criteria A/1.

CRITERIA B/2 (Person): Associated with the lives of persons important to local, California, or national history.

Research did not reveal that the subject property has been associated with the lives of persons significant at the local, state, or national level. Although none of its past owners were identified, the commercial building has a broad and unremarkable association with local community life and economic patterns, as described above. It would be expected that any significant person associated with the subject property would have been widely publicized in local newspaper accounts, but newspaper research yielded no such evidence of associations with significant individuals. Furthermore, no evidence suggests that the building housed activities that allowed a particular owner, tenant, or employee to achieve historical significance that would be best conveyed by the building. For these reasons, the building at 365 San Antonio Road is not significant under NRHP/CRHR Criteria B/2.

CRITERIA C/ 3 (Design/Construction): Embodies the distinctive characteristics of a type, period, region or method of construction or represents the work of a master or possesses high artistic values.

The subject property does not embody distinctive characteristics of a type, period, or method of construction, nor does it represent the work of a master or possess high artistic value. The building is a relatively utilitarian one-story commercial building that lacks architectural distinction and appears to have been altered substantially since its construction in 1952. Only the building’s roof form and one extant divided- lite window allow the trained eye to identify its general age and aspects of its original appearance. Even so, the use of these features was common during the immediate post–World War II period, and no evidence in the available historical record or visible to investigators suggests that this small-scale building originally had a noteworthy architectural design. Regardless, the changes to the exterior material palette and very likely to its window configuration further limit its ability to embody the distinctive characteristics of a type, period, region, or method of construction or express high artistic merit. Although research did not reveal the identities of the building’s original architect and builder, it is unlikely that a master design professional was involved in what appears to be a small utilitarian commercial project on the outskirts of Mountain View in the 1950s. Even if a notable architect were responsible for the building’s original design, the alterations previously described would eliminate any possibility that the building could represent that person’s important body of work . For these reasons, the building at 365 San Antonio Road is not significant under NRHP/CRHR Criteria C/3.

CRITERIA D/4 (Information Potential): Has yielded, or has the potential to yield, information important to the prehistory or history of the local area, California, or the nation.

The subject property at 365 San Antonio Road does not appear to be a source, or likely source, of important historical information not already captured in the historic record. Therefore, it is not significant under NRHP/CRHR Criteria D/4.

Conclusion
Based on an evaluation of the building at 365 San Antonio Road under NRHP/CRHR Criteria A/1–D/4, the building is not eligible for individual listing in the NRHP or CRHR. The property is therefore not a historical resource for the purposes of the California Environmental Quality Act (CEQA), in accordance with Section 15064.5(a)(2)-(3) of the CEQA Guidelines, using the criteria outlined in Section 5024.1 of the California Public Resources Code.

Attachment 1

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

*B12. References (continued):

City of Mountain View. 2021. Search Permit History, 365 San Antonio Road. Available: https://epermits.mountainview.gov/h.aspx.

Accessed: July 2, 2021.

LSA Associates, Inc. 2011. City of Mountain View Draft 2030 General Plan and Greenhouse Gas Reduction Program Environmental Impact Report. Public Review Draft. November. State Clearinghouse No. 2011012069. Prepared for City of Mountain View, CA.

Nationwide Environmental Title Research, LLC. 1948, 1956, 1960, 1968, 1987, 1991. Historic Aerials, 365 San Antonio Road, Mountain View, California. Available: www.historicaerials/.com/viewer. Accessed: June 30, 2021.

ParcelQuest. 2021. Detail Report, 365 San Antonio Road, Mountain View, California. Available: http://www.parcelquest.com/. Accessed:

July 1, 2021.

PerceptiMed. 2021. About Us. Available: https://perceptimed.com/company/about-us/ . Accessed: July 2, 2021.

R.L. Polk & Co. 1963. Polk’s Mountain View Directory of Householders, Occupants of Office Buildings, and Other Business Places, Including a Complete Street and Avenue Guide, 1962. Los Angeles, CA: R.L. Polk & Co.

———. 1964. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers and Home Owner Symbols, 1964.

Los Angeles, CA: R.L. Polk & Co.

———. 1966. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers and Home Owner Symbols, 1965–1966.

Los Angeles, CA: R.L. Polk & Co.

———. 1968. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers, Home Owner Symbols, and Zip Codes, 1968. Los Angeles, CA: R.L. Polk & Co.

Salinas Californian. 1984. Music Contest Announced. December 14.

The San Francisco Examiner. 1963. Dishes Get Cleaner [advertisement]. December 9.

———. 1977. 1¢ Wallpaper Sale! [advertisement]. April 14.

———. 1988. Grand Piano Fair [advertisement]. August 25.

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

Additional Photographs:

Figure 2. West (primary) façade, viewed facing southeast. Source: ICF.

Figure 3. South façade, viewed facing northeast. Source: ICF.

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

Figure 4. Rear (east) façade, viewed facing west. Source: ICF.

Figure 5. North façade, viewed facing southeast. Source: ICF.

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*Attachments: NONE  Location Map  Sketch Map  Continuation Sheet  Building, Structure, and Object Record  Archaeological Record District Record  Linear Feature Record  Milling Station Record  Rock Art Record  Artifact Record  Photograph Record DPR 523A (9/2013) *Required Information
State of California – The Resources Agency Primary # ____________________________________ DEPARTMENT OF PARKS AND RECREATION HRI # _______________________________________ PRIMARY RECORD Trinomial _____________________________________ NRHP Status Code __________
Other Listings __________
Review Code __________ Reviewer ____________________________ Date ___________ P5a. Photograph or Drawing (Photograph required for buildings, structures and objects)

Figure 1: East façade of 2585 California Street, viewed facing west. Source: ICF.

P1. Other Identifier: Eaves Mountain View at Middlefield Apartments

*P2. Location:  Not for Publication  Unrestricted *a. County Santa Clara County And (P2b and P2c or P2d. Attach a Location Map as necessary.) *b. USGS 7.5’ Quad Mountain View Date 2018 T; R; of Sec ____; B.M. c. Address: 2585 California Street City Mountain View Zip 94040 d. UTM: (give more than one for large and/or linear resources) Zone 10 S; 578753.91 m E/4140203.31 m N e. Other Locational Data: (e.g., parcel #, directions to resource, elevation, etc., as appropriate) APN: 148-22-007

*P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries)

The property at 2585 California Street contains a one-story commercial building with a modified rectangular plan and a composite but primarily flat roof. The building, which most recently housed a grocery store but is now vacant, fills the western portion of an approximately 100- by 100-foot parcel ; the eastern portion of the parcel contains an asphalt -paved loading area. The building comprises multiple rectangular flat- and shed-roofed volumes. The primary volume forms the western half of the building, with attached volumes that project from the east façade and that contain the building’s primary entrance. A partially enclosed addition, c. 2010, projects from the north façade toward California Street. It features a sloped awning roof and a series of windows and door openings with metal roll -up security shutters.

The parcel also contains a pole that previously supported a sign with the name of the building’s tenant, the Milk Pail Market.

(See continuation sheet.)

*P3b. Resource Attributes: (List attributes and codes) HP6 (1- to 3-story commercial building)

*P4. Resources Present:  Building  Structure  Object  Site  District  Element of District  Other

P5b. Description of Photo: (View, date,
accession #) View looking west, 7/9/2021

*P6. Date Constructed/Age and Sources:
Historic  Prehistoric  Both
1961 (Assessor’s Records)

*P7. Owner and Address:

MGP IX SAC MP&P, LLC
425 California Street, Floor 10
San Francisco, CA 94104

*P8. Recorded by: (Name, affiliation, address)
Jon Rusch, ICF
201 Mission Street, Suite 1500
San Francisco, CA 94105

*P9. Date Recorded: July 9, 2021

*P10. Survey Type: (Describe) Intensive

*P11. Report Citation: ICF. 2021. The Village at San Antonio – Phase III. Addendum. Date pending. (ICF 00693.20.) San Francisco, CA.

Prepared for City of Mountain View, Mountain View, CA.

Attachment 1

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*Resource Name or # (Assigned by recorder) 2585 California Street DPR 523B (9/2013) *Required Information
State of California – The Resources Agency Primary # _____________________________________ DEPARTMENT OF PARKS AND RECREATION HRI # ________________________________________

BUILDING, STRUCTURE, AND OBJECT RECORD
B1. Historic Name: Moore’s Dairy Products

B2. Common Name: Milk Pail Market

B3. Original Use: Drive-through dairy

B4. Present Use: Grocery store (vacant)

*B5. Architectural Style: No discernible style (altered)

*B6. Construction History: (Construction date, alteration, and date of alterations)

The building at 2585 California Street has a construction date of 1961 (ParcelQuest 2021). Available historic aerial photographs indicate the building’s early footprint was generally “L” shaped, which may correspond to the current primary volume and the wing that projects from the northeast corner. Summaries of four building permits issued between 1999 and 2010 are available on the City of Mountain View website; these permits document the construction of a trash enclosure c. 1999 and installation of a canopy, curtains, and removable railing c. 2010. This scope of work may refer to the addition of the primary entrance vestibule, which Google Street View images document as having been built at approximately that time. The north addition was constructed between 2008 and 2011 (Google 2021; City of Mountain View 2021; Nationwide Environmental Title Research [NETR] 1968)

*B7. Moved?  No  Yes  Unknown Date: N/A Original Location: N/A

*B8. Related Features: N/A

B9a. Architect: Unknown
b. Builder: Unknown

(See continuation sheet.)

B11. Additional Resource Attributes: (List attributes and codes)

*B12. References: (See continuation sheet.)

B13. Remarks: N/A

*B14. Evaluator: Jon Rusch, ICF

*Date of Evaluation: 7/9/2021

(This space reserved for official comments.)

(Sketch Map with north arrow required.)

Attachment 1

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

*P3a. Description (continued):

The adjacent parcel to the west contains a surface parking lot, and the adjacent parcel to the south is landscaped with trees, shrubs, and grasses. The subject building is approximately one-half block east of the intersection of California Street and San Antonio Road. The general character of this intersection is low -scale (one-story) commercial development, although numerous taller (up to five-story) residential and commercial complexes lie to the south and west. The parcel north of the subject building (across California Street) is currently an active construction site.

The east façade of the building features the main entrance, which is south of center ( Figure 1 ). The entrance comprises an unenclosed
vestibule that projects toward the east. The vestibule, which housed produce racks for the building’s long-term occupant, the Milk Pail Market, is sheltered by a gabled steel-frame roof structure, which is supported by posts and covered in canvas. South of the main entrance is a trash enclosure and mechanical yard, which are surrounded by metal chain-link fencing. North of the main entrance, the façade is clad in stucco; it features one sliding door for loading and unloading food shipments. This portion of the façade also features a canvas awning below the roofline as well as an overhanging eave with exposed support beams. The east façade also includes one side of the partially enclosed north addition. On this façade, the addition has one window opening and one door opening, which is reached from an access ramp with metal handrails. The openings have metal security shutters.

The north façade (Figure 2), facing California Street, contains the widest face on the north addition. The lower half of the addition’s walls are clad in stucco, above which are three window openings with metal security shutters. The openings are separated by scored stucco piers, which support horizontal wood beams and the metal framing for the awning roof. A planting bed lines the base of the wall at this façade. At the west end of the north façade is a section of the primary (east) building volume, which is constructed of concrete. This portion of the façade features mechanical equipment and a single pedestrian door atop a concrete ramp and single ris er. The west façade ( Figure 3) is clad in cinder blocks; it has no decorative features. Vegetation in the adjoining parcel obscures the south façade, as viewed from the public right-of- way.

*B10. Significance (continued):

Following World War II, an influx of new residents spurred a pattern of suburban tract residential development across the valley’s formerly agricultural lands. Moffett Federal Airfield, the Lockheed Missile and Space Company, and the NASA Ames Research Center all contributed to the early growth in the high-tech industries that took hold around Mountain View and ultimately led to the region’s christening as “Silicon Valley.” Like many small communities on the San Francisco Peninsula and in the Santa Clara Valley in the mid -20 th
century, Mountain View experienced enormous population growth, with just under 4,000 residents in 1940 but more than 30,000 by 1960.

These trends continued and even accelerated in subsequent decades, fueled by the ascendance of industries associated with the personal computer and further land development associated with the region’s commercial and technology sectors (LSA Associates, Inc. 2011:451-453).

Site History
Prior to construction of the building at 2585 California Street in 1961, the subject parcel was a component of a larger agricultural property that contributed to a patchwork of orchards and other rural land uses approximately 1.5 miles northwest of central Mountain View. Aerial photographs indicate that surrounding communities expanded by way of rapid residential and commercial development on agricultural lands during the 1950s and 1960s . By the mid -1950s, t his general pattern of development led to the construction of a collection of commercial buildings along nearby San Antonio Road, a once rural road (NETR 1948, 1956).

The Santa Clara County Assessor’s Office dates the building’s construction to 1961, at which time it contributed to a small commercial area near the intersection of California Street and San Antonio Road. The earliest available Mountain View city director y identifies the earliest (and most likely original) tenant of the building as Moore’s Dairy Products, which apparently used the building as a drive-through dairy stand (R.L. Polk & Co. 1963:25). Newspaper research uncovered no details on this business; it appears that Moore’s Dairy Products occupied the building for only a short time. By the publication of the 1964 city directory, Moore’s Dairy Products had been replaced by another dairy retailer, Brentwood Farms, which remained at 2565 California Street until at least 1968 (R.L. Polk & Co. 1964:39; R.L. Polk & Co. 1966:45; R.L. Polk & Co. 1968:47).

In 1974, the dairy that occupied the building went bankrupt . Members of Castro Valley’s Rasmussen family took over the lease. The Rasmussens founded the Milk Pail, a drive-through dairy that very likely continued the same business model employed by the building’s previous occupants. For its first 5 years, the Milk Pail received shipments of raw milk from a regional creamery, then pasteurized and Attachment 1

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*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

homogenized it on the site before selling it to customers. A photograph of the original building, taken in the 1970s (Figure 4), shows that it was smaller; it featured a broad sliding door where customers were served. Dairy products were the business’s initial focus; the Milk Pail began to offer cheese in 1975. However, the owners slowly diversified their food offerings. In 1979, the business moved the milk processing equipment off-site, which allowed the subject building to evolve into the Milk Pail Market . Walk-in service began in 1984, and the business owners introduced produce a few years later. The business was branded as an “open-air European market” and gained local popularity as a specialty market , selling regionally sourced cheeses, meats, fruits and vegetables, and other products. The Milk Pail Market closed in 2019 after 45 years in operation, although it did run contactless grocery pickup from its Wyandotte Street warehouse in 2020 during the COVID-19 pandemic (Martichoux 2019; Milk Pail Market 2016:1–2; Milk Pail Market 2020).

National Register of Historic Places/California Register of Historical Resources Evaluation of 2585 California Street The building at 2585 California Street is not currently listed in, and has not been found eligible for listing in, the National Register of Historic Places (NRHP) or California Register of Historical Resources (CRHR). The following provides an evaluation of the building at 2585 California Street under NRHP/CRHR Criteria A/1–D/4:

CRITERIA A/1 (Events): Associated with events that have made a significant contribution to the broad patterns of local or regional history or the cultural heritage of California or the United States.

The building at 2585 California Street is not associated with any event(s) of historical significance. The building appears to have been constructed as a drive-through dairy, a role it continued to serve through the 1970s, before the Milk Pail Market expanded its offerings and became a specialty grocery store. Although the Milk Pail Market was highly valued by many local customers and able to distinguish itself from its competitors by becoming a “European-style” market, its popularity does not imbue significance to the extent that the building would qualify for historic register listing. Consumer-grade dairy distribution and specialty-food retail operations in the second half of the 20th century are not historic contexts that are unique or remarkable to Mountain View or the surrounding Santa Clara Valley. Rather, the original tenants and the Milk Pail Market appear generally representative of the many types of commercial establishments that served the consumer needs of a rapidly growing Mountain View after World War II. None of the known tenants of the building are known to have contributed significantly to local, state, or national economies. Newspaper research did not find the building to have been associated with any other important single events, patterns of events, repeated activities, or historic trends ; rather, it appears to have contributed to everyday community and commercial life. For these reasons, the building at 2585 California Street is not significant under NRHP/CRHR Criteria A/1.

CRITERIA B/2 (Person): Associated with the lives of persons important to local, California, or national history.

Research did not reveal that the subject property has been associated with the lives of persons significant at the local, state, or national level. No evidence suggests that the building housed activities that allowed a particular owner, tenant, or employee to achieve historical significance that would be best conveyed by the building. Although the original owners were not identified, the commercial building had a broad and unremarkable association with local community life and economic patterns during the 1960s, as described above. Research indicates that members of the Rasmussen family, who operated the Milk Pail Market in the building between 1974 and 2019, were valued community members, but it does not appear that they had a direct and measurable influence on local, state, or national history to the extent that would qualify the building for historic register eligibility. For these reasons, the building at 2585 California Street is not significant under NRHP/CRHR Criteria B/2.

CRITERIA C/ 3 (Design/Construction): Embodies the distinctive characteristics of a type, period, region or method of construction or represents the work of a master or possesses high artistic values.

The subject property does not embody distinctive characteristics of a type, period, or method of construction, nor does it represent the work of a master or possess high artistic value. Based on the available photograph of the building from the 1970s (Figure 4), it appears relatively utilitarian in style, lacking features that would associate it with potentially significant architectural trends. Furthermore, the building has been altered repeatedly over time through the construction of new additions, changes to cladding and windows, and the addition of awnings. No elements of the building are easily identifiable as original to its construction date of 1961, and its overall aesthetic is commonplace for a commercial property that operated and expanded during the late 20 th and early 21st centuries. Because of its unremarkable original design and the alterations it has undergone, the building does not embody the distinctive characteristics of a type, period, region, or method of construction, and it does not express high artistic merit. Although research did not reveal the identities of the building’s original architect and builder, it is unlikely that a master design professional was involved in this small and utilitarian commercial project on the outskirts of Mountain View in the early 1960s. Even if a notable architect were responsible for the building’s original design, the alterations previously described would eliminate any possibility that the building could represent that person’s important body of work. For these reasons, the building at 2585 California Street is not significant under NRHP/CRHR Criteria C/3.

CRITERIA D/4 (Information Potential): Has yielded, or has the potential to yield, information important to the prehistory or history of the local area, California, or the nation.

Attachment 1

Page 5 of 7 ends

*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

The subject property at 2585 California Street does not appear to be a source, or likely source, of important historical information not already captured in the historic record. Therefore, it is not significant under NRHP/CRHR Criteria D/4.

Conclusion
Based on an evaluation of the building at 2585 California Street under NRHP/CRHR Criteria A/1–D/4, the building is not eligible for individual listing in the NRHP or CRHR. The property is therefore not a historical resource for the purposes of the California Environmental Quality Act (CEQA), in accordance with Section 15064.5(a)(2)-(3) of the CEQA Guidelines, using the criteria outlined in Section 5024.1 of the California Public Resources Code.

*B12. References (continued):

City of Mountain View. 2021. Search Permit History, 2585 California Street. Available: https://epermits.mountainview.gov/h.aspx.

Accessed: July 2, 2021.

Google. 2021. Street View images, 2585 California Street, Mountain View, California. Available: https://www.google.com/maps. Accessed:

July 2, 2021.

Martichoux, Alix. 2019. Beloved Mountain View Grocery Store Closing after 45 Years in Business. San Francisco Chronicle. March 20.

Available: https://www.sfgate.com/food/article/milk-pail-market-closing-date-reason-mountain-view-13703595.php. Accessed: July 1, 2021.

Milk Pail Market. 2016. Forty-Two Years and Counting! Available: https://www.milkpail.com/wp-content/uploads/2016/10/View-the-Story- for-about-us-testimonials-page.pdf. Accessed: July 1, 2021.

———. 2020. About Us. Available: https://milkpail.com/about-ustestimonials/. Accessed: July 1, 2021.

Nationwide Environmental Title Research, LLC. 1948, 1956, 1968. Historic Aerials, 2585 California Street, Mountain View, California.

Available: www.historicaerials/.com/viewer. Accessed: July 1, 2021.

ParcelQuest. 2021. Detail Report, 2585 California Street, Mountain View, California. Available: http://www.parcelquest.com/. Accessed:

July 1, 2021.

———. 1964. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers and Home Owner Symbols, 1964.

Los Angeles, CA: R.L. Polk & Co.

———. 1966. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers and Home Owner Symbols, 1965-1966.

Los Angeles, CA: R.L. Polk & Co.

———. 1968. Polk’s Mountain View Street and Avenue Guide, Including Telephone Numbers, Home Owner Symbols, and Zip Codes, 1968. Los Angeles, CA: R.L. Polk & Co.

Attachment 1

Page 6 of 7 ends

*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

Additional Photographs:

Figure 2. North façade, viewed facing south. Source: ICF.

Figure 3. West façade, viewed facing east. Source: ICF.

Attachment 1

Page 7 of 7 ends

*Recorded by Jon Rusch, ICF
*Date July 9, 2021  Continuation  Update

Figure 4. Milk Pail, c. 1970s, most likely viewed facing east.

Source: Milk Pail Market 2020.

Attachment 1

Attachment 1
Appendix C
Noise Supporting Materials
Attachment 1
Attachment 1
Construction Noise Modeling
Attachment 1

Attachment 1
Construction Equipment List
Screening Analysis
Phase Equipment Type Fuel Type Quantities
per day Horsepower Hours/day Construction Equipment Terminology Lmax Noise Level 50 feet FHWA Utilization Rate Rank 3 Loudest Equipment By Phase Demo/Clear CAT 330 Excavator Diesel 2 273 8 Excavator 81 40% 2 Excavator Water Truck Diesel 1 350 4 Dump Truck 76 40% 3 Dump Truck Street Sweeper Diesel 1 210 4 Vacuum Street Sweeper 82 10% 1 Vacuum Street Sweeper Excavation/Shoring/Grading CAT 330 Excavator Diesel 1 273 8 Excavator 81 40% 5 CAT 963 Loader Diesel 1 202 8 Front end loader 79 40% 8 CAT 48” Compactor Diesel 1 248 8 Roller 80 20% 7
Water Truck Diesel 1 350 4 Dump Truck 76 40% 9
Street Sweeper Diesel 1 210 4 Vacuum Street Sweeper 82 10% 4 Lo-Ho Drill DH40 Diesel 1 236 8 Auger Drill Rig 84 20% 1 Auger Drill Rig Mantis 30T Crawler Diesel 1 173 8 Crane 81 16% 5
Cammachio MC20 Diesel 1 275 8 Auger Drill Rig 84 20% 1 Auger Drill Rig Delmag RH26 Diesel 1 375 8 Auger Drill Rig 84 20% 1 Auger Drill Rig Foundation Mobile Crane Diesel 1 175 8 Crane 81 16% 3
Gradall Diesel 1 80 8 Gradall 83 40% 2 Gradall
Forklift Diesel 1 62 8 Tractor 84 40% 1 Tractor
Scissor Lift Electric 3 8 Man Lift 75 20% 5
Concrete Pumps Diesel 1 8 Concrete Pump Truck 81 20% 3 Concrete Pump Truck Building Structure/Exterior System Gradall Diesel 2 80 8 Gradall 83 40% 2 Gradall Forklifts Diesel 1 62 8 Tractor 84 40% 1 Tractor
Boom Lifts Diesel 2 80 8 Man Lift 75 20% 4
Concrete Pumps Diesel 1 8 Concrete Pump Truck 81 20% 3
Welder Diesel 2 8 Welder / Torch 74 40% 5
Site Improvements Backhoe Diesel 1 78 8 Backhoe 78 40% 2 Backhoe Soil Compactors Diesel 1 248 8 Compactor (ground) 83 20% 1 Compactor (ground) Final Closeout Gradall Diesel 2 80 8 Gradall 83 40% 1 Gradall Boom Lifts Diesel 1 80 8 Man Lift 75 20% 2 Man Lift
Nighttime Concrete Pours Concrete Pumps Diesel 2 8 Concrete Pump Truck 81 20% 1 Concrete Pump Truck Concrete Mixer Diesel 1 8 Concrete Mixer Truck 79 40% 2 Concrete Mixer Truck Attachment 1
Table 1. Construction Noise
Source Data:

Maximum
Sound
Level (dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Demolition
Source 1: CAT 330 Excavator - Sound level (dBA) at 50 feet = 81 40% 77.0 Source 2: CAT 330 Excavator - Sound level (dBA) at 50 feet = 81 40% 77.0 Source 3: Street Sweeper - Sound level (dBA) at 50 feet = 82 10% 72.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 86 All Sources Combined - Leq sound level (dBA) at 50 feet = 81 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation
(dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 86 81
100 -6 0.0 80 75
200 -12 0.0 74 69
300 -16 0.0 71 65
400 -18 0.0 68 63
500 -20 0.0 66 61
600 -22 0.0 65 59
700 -23 0.0 63 58
800 -24 0.0 62 57
900 -25 0.0 61 56
1000 -26 0.0 60 55
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further.

Attachment 1
Table 2. Construction Noise
Source Data:

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Excavation, Shoring, and Grading Source 1: Cammachio MC20 - Sound level (dBA) at 50 feet = 84 20% 77.0 Source 2: Lo-Ho Drill DH40 - Sound level (dBA) at 50 feet = 84 20% 77.0 Source 3: Delmag RH26 - Sound level (dBA) at 50 feet = 84 20% 77.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 89 All Sources Combined - Leq sound level (dBA) at 50 feet = 82 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation (dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 89 82
100 -6 0.0 83 76
200 -12 0.0 77 70
300 -16 0.0 73 66
400 -18 0.0 71 64
500 -20 0.0 69 62
600 -22 0.0 67 60
700 -23 0.0 66 59
800 -24 0.0 65 58
900 -25 0.0 64 57
1000 -26 0.0 63 56
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further. a.) An auger drill rig was used to model Cammachio MC20, Lo-Ho Drill DH40, and Delmag RH26 Attachment 1
Table 3. Construction Noise
Source Data:

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Foundation
Source 1: Concrete Pumps - Sound level (dBA) at 50 feet = 81 20% 74.0 Source 2: Gradall - Sound level (dBA) at 50 feet = 83 40% 79.0 Source 3: Forklift - Sound level (dBA) at 50 feet = 84 40% 80.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 88 All Sources Combined - Leq sound level (dBA) at 50 feet = 83 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation (dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 88 83
100 -6 0.0 82 77
200 -12 0.0 76 71
300 -16 0.0 72 68
400 -18 0.0 70 65
500 -20 0.0 68 63
600 -22 0.0 66 62
700 -23 0.0 65 60
800 -24 0.0 64 59
900 -25 0.0 63 58
1000 -26 0.0 62 57
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further. a.) A tractor was used to model forklift.

Attachment 1
Table 4. Construction Noise
Source Data:

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Building Structure, Exterior Systems Source 1: Gradall - Sound level (dBA) at 50 feet = 83 40% 79.0 Source 2: Forklifts - Sound level (dBA) at 50 feet = 84 40% 80.0 Source 3: Gradall - Sound level (dBA) at 50 feet = 83 40% 79.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 88 All Sources Combined - Leq sound level (dBA) at 50 feet = 84 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation
(dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 88 84
100 -6 0.0 82 78
200 -12 0.0 76 72
300 -16 0.0 73 69
400 -18 0.0 70 66
500 -20 0.0 68 64
600 -22 0.0 67 63
700 -23 0.0 65 61
800 -24 0.0 64 60
900 -25 0.0 63 59
1000 -26 0.0 62 58
Geometric attenuation based on 6 dB per doubling of distance.

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Site Improvements
Source 1: Backhoe - Sound level (dBA) at 50 feet = 78 40% 74.0 Source 2: Soil Compactors - Sound level (dBA) at 50 feet = 83 20% 76.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 84 All Sources Combined - Leq sound level (dBA) at 50 feet = 78 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation (dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 84 78
100 -6 0.0 78 72
200 -12 0.0 72 66
300 -16 0.0 69 63
400 -18 0.0 66 60
500 -20 0.0 64 58
600 -22 0.0 63 57
700 -23 0.0 61 55
800 -24 0.0 60 54
900 -25 0.0 59 53
1000 -26 0.0 58 52
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further.

Attachment 1
Table 6. Construction Noise
Source Data:

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
83 40% 79.0
75 20% 68.0
Construction Condition: Final Close Out
Source 1: Gradall - Sound level (dBA) at 50 feet =
Source 2: Boom Lifts - Sound level (dBA) at 50 feet =
Source 3: Gradall - Sound level (dBA) at 50 feet = 83 40% 79.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 86 All Sources Combined - Leq sound level (dBA) at 50 feet = 82 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation (dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 86 82
100 -6 0.0 80 76
200 -12 0.0 74 70
300 -16 0.0 71 67
400 -18 0.0 68 64
500 -20 0.0 66 62
600 -22 0.0 65 61
700 -23 0.0 63 59
800 -24 0.0 62 58
900 -25 0.0 61 57
1000 -26 0.0 60 56
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further.

Attachment 1
Table 7. Construction Noise
Source Data:

Maximum
Sound
Level
(dBA)
Utilization
Factor
Leq Sound
Level (dBA)
Construction Condition: Nighttime Concrete Pouring
Source 1: Concrete Pumps - Sound level (dBA) at 50 feet = 81 50% 78.0 Source 2: Concrete Pumps - Sound level (dBA) at 50 feet = 81 50% 78.0 Source 3: Concrete Mixer - Sound level (dBA) at 50 feet = 79 50% 76.0 Calculated Data:

All Sources Combined - Lmax sound level (dBA) at 50 feet = 85 All Sources Combined - Leq sound level (dBA) at 50 feet = 82 Distance Between
Source and
Receiver (ft.)
Geometric
Attenuation (dB)
Ground Effect
Attenuation (dB)
Calculated
Lmax Sound
Level (dBA)
Calculated Leq
Sound Level
(dBA)
50 0 0.0 85 82
100 -6 0.0 79 76
200 -12 0.0 73 70
300 -16 0.0 70 67
400 -18 0.0 67 64
500 -20 0.0 65 62
600 -22 0.0 64 61
700 -23 0.0 62 59
800 -24 0.0 61 58
900 -25 0.0 60 57
1000 -26 0.0 59 56
Geometric attenuation based on 6 dB per doubling of distance.

Note: This calculation does not include the effects, if any, of local shielding from walls, topography or other barriers which may reduce sound levels further.

Attachment 1
Traffic Noise Modeling
Attachment 1

Attachment 1
Existing Traffic Input Data
Segment Location Posted Speed ADT Heavy Trucks Medium Trucks Vehicle Mix type West of San Antonio Road 35 6710 1% 2% 1
Between San Antonio Road and North Driveway 35 12840 1% 2% 1 Between North Driveway and Pacchetti Way 35 12840 1% 2% 1 East of Pacchetto Way 35 8605 1% 2% 1
North of California St 35 36240 1% 2% 1
Between California Street and West Driveway 35 24570 1% 2% 1 between West Driveway and Miller Avenue 35 24570 1% 2% 1 Between Miller Avenue and Fayette Drive 35 22450 1% 2% 1 south of Fayette Drive 35 21330 1% 2% 1
Existing and Project Traffic Input Data
Segment Location Posted Speed ADT Heavy Trucks Medium Trucks Vehicle Mix type West of San Antonio Road 35 6905 1% 2% 1
Between San Antonio Road and North Driveway 35 13360 1% 2% 1 Between North Driveway and Pacchetti Way 35 13040 1% 2% 1 East of Pacchetto Way 35 8805 1% 2% 1
North of California St 35 37200 1% 2% 1
Between California Street and West Driveway 35 25440 1% 2% 1 between West Driveway and Miller Avenue 35 25085 1% 2% 1 Between Miller Avenue and Fayette Drive 35 22945 1% 2% 1 South of Fayette Drive 35 21805 1% 2% 1
Attachment 1
Traffic Noise Modeling Results
dBA Ldn dBA CNEL dBA Leq
California Street West of San Antonio Road 50 6,710 62.3 62.9 61.5 California Street Between San Antonio Road and North Driveway 50 12,840 65.1 65.7 64.3 California Street Between North Driveway and Pacchetti Way 50 12,840 65.1 65.7 64.3 California Street East of Pacchetto Way 50 8,605 63.4 64.0 62.6 San Antonio Road North of California St 50 36,240 69.6 70.2 68.8 San Antonio Road Between California Street and West Driveway 70 24,570 66.3 66.9 65.5 San Antonio Road between West Driveway and Miller Avenue 70 24,570 66.3 66.9 65.5 San Antonio Road Between Miller Avenue and Fayette Drive 80 22,450 65.4 66.0 64.6 San Antonio Road south of Fayette Drive 70 21,330 65.7 66.3 64.8 dBA Ldn dBA CNEL dBA Leq
California Street West of San Antonio Road 50 6,905 62.4 63.0 61.6 California Street Between San Antonio Road and North Driveway 50 13,360 65.3 65.9 64.5 California Street Between North Driveway and Pacchetti Way 50 13,040 65.2 65.8 64.4 California Street East of Pacchetto Way 50 8,805 63.5 64.1 62.7 San Antonio Road North of California St 50 37,200 69.7 70.3 68.9 San Antonio Road Between California Street and West Driveway 70 25,440 66.4 67.0 65.6 San Antonio Road between West Driveway and Miller Avenue 70 25,085 66.4 67.0 65.6 San Antonio Road Between Miller Avenue and Fayette Drive 80 22,945 65.5 66.1 64.7 San Antonio Road south of Fayette Drive 70 21,805 65.8 66.3 64.9 % Change in ADT dB Change dB Change dB Change
3% 0.1 0.1 0.1
4% 0.2 0.2 0.2
2% 0.1 0.1 0.1
2% 0.1 0.1 0.1
3% 0.1 0.1 0.1
3% 0.2 0.2 0.2
2% 0.1 0.1 0.1
2% 0.1 0.1 0.1
2% 0.1 0.1 0.1
Roadway Segment Location
Distance Modeled
(feet) 2019 ADT
Existing + Project
2019 ADTSegment LocationRoadway
Existing
Distance Modeled
(feet)
Note: Minor adjustments were made to the traffic volumes at the project driveways under the Existing No Project condition after the traffic noise modeling for the project was completed. The minor adjustments to the Existing no project condition would result a similar or smaller margin of traffic noise increases from Existing to Existing plus project conditions compared to the results reported in this appendix and in the Addendum. Therefore, the results of the traffic noise modeling are reasonably conservative and are still applicable to the project, even with the minor adjustments to the traffic volumes.

Attachment 1
Appendix D
Multimodal Transportation Analysis
Attachment 1
Attachment 1
Gensler
225 Broadway
Suite 100
San Diego CA 92101
Tel: 619.557.2500
Fax: 619.557.2520
© 2020 Gensler
Seal/Signature
Issue Date & Issue Description By Check
425 CALIFORNIA ST. 11TH FLOOR
SAN FRANCISCO, CA 94104
CONTACT: DAVID GEISER
415-693-9000
Project Name
Project Number
Description
Scale

MOUNTAIN VIEW, CA

THE VILLAGE AT SAN
ANTONIO CENTER - BLOCK 3

02.20.2020 - PLANNING SUBMITTAL 1

07.10.2020 - PLANNING SUBMITTAL 2

10.07.2020 - PLANNING SUBMITTAL 3

05.05.2021 - PLANNING SUBMITTAL 4

NOT FOR

CONSTRUCTION
FOR

REFERENCE
ONLY
A01.02

PROMENADE - SOUTHEAST CORNER
055.7739.000
SAVN | BLOCK III
2 05.05.2021 -planning
submittal 4

KEY PLAN
Prepared for:

ICF International
City of Mountain View
September 2021
Prepared by:

San Antonio Center
Phase III
Multimodal Transportation Analysis (MTA)
Attachment 1

Attachment 1

San Antonio Center Phase III
Multimodal Transportation Analysis (MTA)

Prepared for:

ICF
International and City of Mountain View

November 2021

SJ21-
2068

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

Table of Contents

Executive Summary ........................................................................................................................ i Project Traffic Estimates ............................................................................................................................................................. i Vehicle Adverse Effects ............................................................................................................................................................... i Vehicle Miles Traveled................................................................................................................................................................ ii Site Access, Circulation, & San Antonio Precise Plan Consistency ........................................................................... ii Intr
oduction and Project Description ................... ...................................................................... 1

1. Introduction and Project Description ................ ..................................................................... 2 Purpose ............................................................................................................................................................................................ 2 Analysis Approach ....................................................................................................................................................................... 2 Project Description ...................................................................................................................................................................... 3 Study Area ....................................................................................................................................................................................... 6 San Antonio Precise Plan .................................................................................................................................................. 6 Study Intersections .............................................................................................................................................................. 6 Analysis Scenarios ........................................................................................................................................................................ 7 Report Organization ................................................................................................................................................................... 7 City
Policy Conformance and Existing Conditions ........ ........................................................... 10

2. City Policy Conformance ............................. ........................................................................... 11 Metropolitan Transportation Commission’s (MTC) Regional Transportation Plan ..........................................11 Santa Clara Valley Transportation Authority VTP 2040 ...............................................................................................11 VTA Countywide Bike Plan .....................................................................................................................................................11 Congestion Management Program ....................................................................................................................................12 City of Mountain View General Plan ...................................................................................................................................12 AccessMV: Comprehensive Modal Plan ............................................................................................................................14 Mountain View Vision Zero Policy.......................................................................................................................................14 San Antonio Precise Plan ........................................................................................................................................................14

3. E
xisting Conditions ................................. ................................................................................ 16 Existing Street System ..............................................................................................................................................................16 Existing Truck Routes ................................................................................................................................................................17 Existing Pedestrian Facilities ..................................................................................................................................................17 Existing Bicycle Network .........................................................................................................................................................19 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

Existing Transit Service .............................................................................................................................................................21 Existing Intersection Volumes Approach ..........................................................................................................................26 Existing Intersection Operations ..........................................................................................................................................26 Existing Freeway Segment Operations ..............................................................................................................................30 Field Observations .....................................................................................................................................................................31 Site
Access and Circulation ............................ ............................................................................ 32

4. Site Access and On-Site Circulation ................. ..................................................................... 33 Pedestrian Access and Circulation ......................................................................................................................................33 Bicycle Access and Circulation ..............................................................................................................................................33 Vehicle Access and Circulation .............................................................................................................................................34 Emergency and Service Vehicle Access .............................................................................................................................34 Vehi
cle Miles Traveled Summary ......................... ...................................................................... 37

5. Vehicle Miles Traveled Summary ...................... .................................................................... 38 Background Discussion ............................................................................................................................................................38 Overall Approach .......................................................................................................................................................................38 Overview of Methods .......................................................................................................................................................39 Home-Based Work VMT Estimation Method .........................................................................................................40 VMT Threshold ............................................................................................................................................................................40 Project Generated VMT Impact Thresholds and Impact Criteria ....................................................................40 VMT Estimates .............................................................................................................................................................................41 VMT Reduction Discussion .....................................................................................................................................................42 Moto
r Vehicle Operations Analysis ...................... ..................................................................... 43

6. Motor Vehicle Operations and Project Traffic Forecast ing Methods ................................ 44 Traffic Analysis Methods .........................................................................................................................................................44 Analysis Methods and Thresholds .......................................................................................................................................44 Signalized Intersections...................................................................................................................................................44 Unsignalized Intersections .............................................................................................................................................46 Freeway Segments ............................................................................................................................................................47 Project Traffic Volumes ............................................................................................................................................................47 Vehicle Trip Generation Phase III .........................................................................................................................................47 Project Trip Targets – Phase II & Phase III ...............................................................................................................49 Vehicle Trip Distribution ..........................................................................................................................................................52 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

Vehicle Trip Assignment ..........................................................................................................................................................52

7. S
APP Consistency Evaluation ......................... ........................................................................ 55 Consistency Evaluation ............................................................................................................................................................55 Trip Generation Comparison to San Antonio Precise Plan ...............................................................................55 Baseline Condition Comparison ...................................................................................................................................56 Conclusion ....................................................................................................................................................................................57

8. E
xisting with Project Conditions .................... ....................................................................... 59 Existing with Project Intersection Analysis .......................................................................................................................59 Signal Warrant Analysis ...........................................................................................................................................................61 Existing with Project Freeway Segment Analysis ...........................................................................................................63

9. B
ackground and Background with Project Conditions ... .................................................... 65 Background Conditions Roadway Infrastructure Improvements ............................................................................65 Background Conditions Traffic Volumes ..................................................................................................................65 Intersection Analysis .................................................................................................................................................................67 Signal Warrant Analysis ...........................................................................................................................................................67

10. Adverse Motor Vehicle Effects and Improvements .... ...................................................... 72 Adverse Effect Criteria ..............................................................................................................................................................72 Signalized Intersections...................................................................................................................................................72 Unsignalized Intersections .............................................................................................................................................73 Adverse Effects and Improvements ............................................................................................................................74 Acti
ve Transportation and Transit Operations Analysis .. ........................................................ 75

11. Pedestrian Operations .............................. ............................................................................ 76 Pedestrian Infrastructure .........................................................................................................................................................76 Pedestrian Access to Nearby Destinations ......................................................................................................................77 Pedestrian Quality of Service .................................................................................................................................................77 ADA Compliance ........................................................................................................................................................................77

12. Bicycle Operations ................................. ............................................................................... 81 Bicycle Access to Nearby Destinations ..............................................................................................................................81 Planned Bicycle Infrastructure ...............................................................................................................................................81 Bicycle User Experience (LTS) ................................................................................................................................................82

13. Transit Operations ................................. ............................................................................... 87 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

Transit Facilities and Improvements ...................................................................................................................................87 Caltrain ...................................................................................................................................................................................87 VTA Bus ..................................................................................................................................................................................88 Access to Transit .........................................................................................................................................................................88 Transit Operations .....................................................................................................................................................................88

14. Parking Assessment ................................. ............................................................................. 89

Appendices

Appendix A: Intersection Turning Movement Counts
Appendix B: Volume Adjustment Calculations
Appendix C: Study Intersection LOS Calculations
Appendix D: Freeway Screening Analysis
Appendix E: San Antonio Precise Plan Intersection Volume and Trip Generation Comparison Appendix F: Background Project Trip Generation

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

List of Figures

Figure 1: Study Area ............................................................................................................................................................................ 4 F
igure 2: Site Plan ................................................................................................................................................................................. 5 Figure 3: Existing Pedestrian Facilities ....................................................................................................................................... 18 Figure 4: Existing Bicycle Facilities .............................................................................................................................................. 22 Figure 5: Existing Bicycle and Pedestrian Volumes .............................................................................................................. 23 Figure 6: Existing Transit Facilities .............................................................................................................................................. 25 Figure 7: Existing Lane Configuration, Traffic Control, and Peak Hour Traffic Volumes ....................................... 29 Figure 8: Project Site Parking Layout and Circulation ......................................................................................................... 36 Figure 9: Location of TAZ 362 (TAZ boundary shown in purple and project site in blue.) .................................. 41 Figure 10: Vehicle Trip Distribution ............................................................................................................................................ 53 Figure 11: Project Trip Assignment ............................................................................................................................................ 54 Figure 12: Existing with Project Intersection Volumes ........................................................................................................ 62 Figure 13: Background Intersection Volumes ........................................................................................................................ 70 Figure 14: Background with Project Intersection Volumes ............................................................................................... 71 Figure 15: Public Circulation Network from the San Antonio Precise Plan ................................................................ 78 Figure 16: Existing and Future Pedestrian Shed .................................................................................................................... 79 Figure 17: Pedestrian Quality of Service from AccessMV .................................................................................................. 80 Figure 18: Existing and Future Bicycle Sheds ......................................................................................................................... 83 Figure 19: San Antonio Precise Plan Future Bicycle Facilities .......................................................................................... 84 Figure 20: AccessMV – Existing Conditions Bicycle Level of Stress Map ..................................................................... 85 Figure 21: AccessMV – Future Conditions Bicycle Level of Stress Map ....................................................................... 86

List of Tables

Table 1: Existing Transit Services ................................................................................................................................................. 2 4 Table 2: Existing Intersection Levels of Service ...................................................................................................................... 27 Table 3: Existing Freeway Segment Levels of Service ......................................................................................................... 30 Table 4: VMT Threshold Calculations ........................................................................................................................................ 41 Table 5: Home-Based Work VMT Assessment ....................................................................................................................... 42 Table 6: Signalized Intersection Level of Service Definitions ........................................................................................... 45 Table 7: Signalized Intersection LOS Thresholds for Acceptable Operations ........................................................... 45 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021

Table 8: Unsignalized Intersection Level of Service Definitions ...................................................................................... 46 Table 9: Phase III Trip Generation Using ITE Trip Generation and VTA Trip Reductions ...................................... 48 Table 10: Phase II + Phase III Trip Targets – ITE 9 th Edition with a 30% TDM Reduction ..................................... 49 Table 11: Phase II + Phase III Trip Targets – 10 th Edition with a 30% TDM Reduction .......................................... 50 Table 12: Phase II + Phase III Trip Targets – 10 th Edition with 6.5% VTA TDM Reduction ................................... 51 Table 13: San Antonio Village Phase II + Phase III – Trip Target Comparison .......................................................... 51 Table 14: Trip Distribution ............................................................................................................................................................. 52 Table 15: San Antonio Precise Plan Trip Generation Comparison ................................................................................. 56 Table 16: Existing and Existing with Project Intersection Levels of Service ................................................................ 60 Table 17: AM and PM Freeway LOS ........................................................................................................................................... 64 Table 18: Background and Background with Project Intersection Levels of Service .............................................. 68 Table 19: Vehicle Parking Requirements .................................................................................................................................. 89 Table 20: Bicycle Parking Requirements ................................................................................................................................... 90

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
i
Executive Summary
This report presents the results of a Multimodal Transportation Analysis (MTA) prepared for the San Anto
nio Village Phase III project at 365-405 San Antonio Road and 2585-2595 California Street in the San Antonio Precise Plan (SAPP) area in Mountain View, California. The project will demolish two existing commercial buildings consisting of 5,008 square feet of office uses and 4,386 square-feet of retail uses; and construct a new mixed-use building consisting of approximately 12,970 square feet of retail uses and 169,382 square feet of office uses. In total, the project will represent a net increase of approximately 8,584 square feet of retail uses and 164,374 square feet of office uses. The project also includes a new 283-stall parking structure.

The MTA is a supplemental transportation analysis that builds upon the San Antonio Precise Plan Environmental Impact Report (SAPP EIR, 2014). The purpose of the MTA is to 1) assess the project’s consistency with transportation and parking policy and design elements of the SAPP and other City policies highlighted in the Multi-Modal Transportation Handbook, and 2) perform a multimodal site access analysis of the project’s effect on the transportation network. The project is consistent with the San Antonio Precise Plan; therefore, the Cumulative Conditions analysis from the SAPP EIR can serve as the Cumulative Conditions analysis for the project. Project-specific adverse effects on the transportation network were evaluated following the guidelines of the City of Mountain View (i.e., the City’s MTA Handbook) and the Santa Clara Valley Transportation Authority (VTA), the congestion management agency for Santa Clara County.

Project Traffic Estimates
The project will generate 1,766 net-new daily vehicle trips, 137 net-new morning peak hour vehicle trips (117
inbound and 20 outbound) and 184 net-new evening peak hour vehicle trips (40 inbound and 144 outbound). The net-new trip generation is the number of trips generated by the new development less the number of trips generated by the demolished uses.

The office component of the project will generate a total of 1,495 daily vehicle trips, 157 morning peak hour vehicle trips (136 inbound and 21 outbound) and 159 evening peak hour vehicle trips (25 inbound and 134 outbound). The combined office land use trip target of San Antonio Village Phases II and III (this project) is 515 AM net new vehicle trips (443 inbound and 72 outbound), and 536 PM net new vehicle trips (86 inbound and 450 outbound). This trip target is combined for phase II and III because of the shared parking.

Vehicle Adverse Effects
The intersection operational analysis determined that the project would not cause the study intersections to o
perate below their respective operational thresholds. Based on the location of the project and the trip generation, distribution and assignment, the project will not contribute more than one percent of the Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
ii
freeway mixed-flow or High Occupancy Vehicle (HOV) lanes’ capacity; therefore, a freeway analysis is not conducted consistent with VTA Guidelines.

Vehicle Miles Traveled
The project is consistent with the SAPP. The home-based work vehicle miles traveled (VMT) per employee rate
is provided for informational purposes in this chapter because the SAPP EIR already disclosed the potential effects of the SAPP on the natural and human environment. After the certification of the SAPP EIR, the regulatory environment was changed by an update of the California Environmental Quality Act Statues and Guidelines (December 2018) to require the use of VMT to identify potential transportation effects on the natural and human environment. As has been the practice for many years, the SAPP EIR already included VMT as an input into the air quality, greenhouse gas analysis and energy sections of the SAPP EIR to disclose the potential effects of the project on the environment. Therefore, the following baseline home-based work VMT per employee screening results from the Santa Clara Countywide VMT Estimation Tool (SCC VMT Tool) is presented for informational purposes only.

Using the SCC VMT Tool, the home-based work VMT per employee rate for the project is 15.51 miles. The project is not in a low VMT generating area because the project is in a transportation analysis zone (TAZ) with a home-based work VMT per employee rate of 15.51 which is greater than the VMT significance threshold. Specifically, the VMT per employee would be approximately 19 percent greater than the VMT threshold for home-based work VMT per employee of 13.03.

To have a less than significant VMT impact under CEQA, the project would need to generate less than

13.03 home-based work VMT per employee. Overall, CAPCOA indicates that projects in suburban areas may be able to achieve up to a 15 percent reduction in VMT. 1 Because the project will likely not be scre
ened out, additional VMT analysis would be needed if the SAPP EIR were not already certified.

Site Access, Circulation, & San Antonio Precise Plan Consistency This multimodal site access, circulation, and parking evaluation of the project focused on potential conf
licts among vehicles, bicyclists, and pedestrians, and the project’s consistency with the SAPP mobility policies, standards, and guidelines. The evaluation concludes that the project is supportive of the policies outlined in the SAPP.

1 The current standard for calculating VMT reduction efficacy from TDM strategies is the California Air Pollution Control Officer Association (CAPCOA) 2010 report, Quantifying Greenhouse Gas Mitigation Measures: A Resource for Local Government to Assess Emissions Reductions from Greenhouse Gas Mitigation Measures (CAPCOA report). This resource evaluates the literature behind several TDM program elements and provides methods for calculating a VMT reduction associated with each.

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
1 Introduction and Project
Description

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
2 1. Introduction and Project
Description
This report presents the results of the Multimodal Transportation Analysis (MTA) for the San Antonio Vill
age Phase III project located at 365 San Antonio Road and 2585 California Street in Mountain View, California. This chapter discusses the MTA purpose, project description, study area, analysis scenarios and methods, and report organization.

Purpose
The purpose of the MTA is to assess the project’s consistency with transportation and parking policy and desi
gn elements of the SAPP. This MTA is a supplemental transportation analysis that builds upon the SAPP EIR. This analysis accomplishes the following:
• Determines the project’s consistency with the transportation findings disclosed in the San Antonio Precise Plan Environmental Impact Report (SAPP) (2014) document; • Assesses multimodal site access using the analysis from the SAPP Transportation Impact Analysis; • Determines vehicle intersection operational issues attributed to this project; • Determines the project’s consistency with transportation and parking policy and design elements of the San Antonio Precise Plan (SAPP); and
• Presents a vehicle miles traveled (VMT) screening evaluation.

Analysis Approach
Because this project is within the San Antonio Precise Plan, this MTA is a supplemental transportation anal
ysis that builds upon the SAPP EIR and the SAPP Transportation Impact Analysis (TIA). The SAPP TIA included a transportation analysis that evaluated all modes of travel (including pedestrian, bicycle, transit, and vehicle modes) for the overall precise plan land use project (the SAPP). The SAPP TIA evaluation focused on the vehicle operations for freeways and intersections, and plan consistency with other modes of travel. Further, The Village at San Antonio Center (Phase 2) – Final Transportation Impact Analysis (March 2014) is referenced in this analysis to establish vehicle trip targets for the combined office from phases II and III of The Village at San Antonio Center project.

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
3 Therefore, this MTA supplements the SAPP TIA by providing:
1) a summary of the site’s updated trip generation associated with Phase III and its distribution to the street system,
2) an off-site intersection analysis under Existing, Existing with Project Conditions, Background and Background with Project Conditions,
3) a review of the site plan regarding site access and on-site circulation, and 4) a project specific VMT screening.

Rather than create an entirely new analysis, this analysis relies on the extensive SAPP EIR analysis and The Village at San Antonio Center (Phase 2) – Final Transportation Impact Analysis .

Since the Phase III project’s land use is consistent with the San Antonio Precise Plan (SAPP ), the Cumulative Conditions analysis from the San Antonio Precise Plan Transportation Impact Analysis (2014) serves as the Cumulative Conditions analysis for the proposed project. This analysis also uses the same intersection deficiency criteria from The Village at San Antonio Center (Phase 2) – Final Transportation Impact Analysis, which is also consistent with the City of Mountain View 2030 General Plan and Greenhouse Gas Reduction Program Environmental Impact Report established the interim level of service policy standard.

This report is organized based on the guidance in the City of Mountain View’s Multi-Modal Transportation Analysis (MTA) Handbook and the Santa Clara Valley Transportation Authority (VTA), the congestion management agency for Santa Clara County.

Project Description
This project will demolish two existing commercial buildings consisting of 5,008 square feet of office uses and
4,386 square-feet of retail uses; and constructing a new mixed-use building consisting of approximately 12,970 square feet of retail uses and 169,382 square feet of office uses. In total, the project will represent a net increase of approximately 8,584 square feet of retail uses and 169,374 square feet of office uses. The project also includes a new 283-stall parking structure. Figure 1 shows the project location and study intersections.

The project is within the SAPP area and is in the southeast quadrant of the San Antonio Road and California Street intersection. The project is located approximately half of a mile (walking distance) from the closest Caltrain commuter rail station. The project site plan is presented on Figure 2.

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L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O
101
N San Antonio Rd
SanAntonioRd
ECharlestonRd
Amphitheatre Pkwy
Louis Rd
California St
Alma St
Middlefield Rd
N Rengstorff Ave
Arastradero Rd
W El Camino Real
Showers Dr
Old Middlefield Wy
W
ElCaminoReal
E Charleston Rd
EMeadowDr
San Antonio Rd
W
MiddlefieldRd
Central Expy
W Charleston Rd
Fabian Wy
Bayshore Pkwy
LosAltosAve
∙82
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Study Area
Project Site
# Study Int ersections
City Boundaries
Figure 1
0 0.2 0.4
Miles
Attachment 1
\\Fpsj03.fpainc.local\data\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\ADOBE\Fig02_SitePlan.ai Site Plan
Figure 2

EXISTING

OFFICE & COMMERCIAL BUILDING
0 20 40
1"=20'-0"SCALE

CALIFORNIA STREET

SAN ANTONIO ROAD

SILICON WAY

PROMENADE

LIMIT OF WORK
225 Broadway
Suite 100
San Diego CA 92101
Tel: 619.557.2500
Fax: 619.557.2520
©
Seal/Signature
Issue Date & Issue Description By Check
425 CALIFORNIA ST. 11TH FLOOR
SAN FRANCISCO, CA 94104
CONTACT: DAVID GEISER
415-693-9000
Project Name
Project Number
Description
Scale

MOUNTAIN VIEW, CA

THE VILLAGE AT SAN
ANTONIO CENTER - BLOCK 3
THE VILLAGE AT SAN ANTONIO CENTER - BLOCK 3

02.20.2020 - PLANNING SUBMITTAL 1

07.10.2020 - PLANNING SUBMITTAL 2

10.07.2020 - PLANNING SUBMITTAL 3

05.05.2021 - PLANNING SUBMITTAL 4

OC SD OAK
11300 Sorrento Valley Road, Suite 230
San Diego, CA 92121
858 625 0112
5-31-23
05-05-21
XXXXX
As indicated
20-015

COLORED MASTER CONTEXT PLAN

EXISTING RETAIL

BUILDING

PROMENADE

COMMUNITY
L0.00

BLOCK III
SITE
Source: Gensler

SAN ANTONIO RD

PROJECT
SITE

EL CAMINO REAL

ALMA STREET

NORTH SAN ANTONIO ROAD

EL CAMINO REAL

ARASTRADERO ROAD

ALTA MESA

MEMORIAL
PARK

NORTH SAN ANTONIO ROAD

EL MONTE AVE

CALIFORNIA STREET

RENGSTORFF AVENUE

WEST MIDDLEFIELD ROAD

ALMA STREET

CHARLESTON

SHOPPING
CENTER

THE VILLAGE
AT SAN

ANTONIO

VICINITY MAP
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
6 Study Area
San Antonio Precise Plan
The proposed project is within the San Antonio Precise Plan Area, which is generally bounded by El Cami
no Real to the south, Central Expressway to the north, Del Monte Avenue to the west, and Ortega Avenue to the east. The San Antonio Precise Plan, adopted in December 2014, is publicly available on the City’s website. The SAPP includes development standards, such as allowable land uses, parking requirements, and identifies new public improvements for the area. The SAPP complete street and land use policies were developed to support transit usage and active transportation.

Study Intersections
Project effects on the study area roadway facilities were determined by measuring the effect project traffic woul
d have on intersection operations during the morning (7:00 to 9:00 AM) and evening (4:00 to 6:00 PM) peak periods. A total of 19 intersections were selected in consultation with City of Mountain View staff as study locations and are based on VTA’s Transportation Impact Analysis Guidelines (updated October 2014). These locations are:

1. El Camino Real and Arastradero Road-Charleston Road (PA)*

2. El Camino Real and Del Medio Avenue (MV)

3. El Camino Real and San Antonio Road (MV)* , **

4. El
Camino Real and Showers Drive (MV)**

5. El Camino Real and Ortega Avenue (MV)

6. El Camino Real and Rengstorff Avenue (MV)*

7. Fayette Drive and San Antonio Road (MV)**

8. Miller Avenue and San Antonio Road (MV)**

9. Nita Avenue and San Antonio Road (PA)

10. California Street and San Antonio Road (MV)**

11. California Street and Pacchetti Way (MV)**

12. California Street and Showers Drive (MV)**

13. California Street and Ortega Avenue (MV)

14. California Street and Rengstorff Avenue (MV)

15. Central Expressway and Rengstorff Avenue (SCC)*

16. Middlefield Road and San Antonio Road (PA)*

17. Charleston Road and San Antonio Road (PA)*

18. Project Driveway and San Antonio Road (MV)**

19. Project Driveway and California Street (MV)**
PA = Palo Alto; MV = Mountain View; SCC = Santa Clara County * Congestion Management Program Intersection; ** = San Antonio Center Planning Area Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
7 Analysis Scenarios
The analysis was conducted during the morning peak hour occurring between 7:00 and 9:00 AM and the even
ing peak hour occurring between 4:00 and 6:00 PM for the following scenarios:

Scenario 1: Existing Conditions – Existing volumes obtained from traffic counts collected in October and November 2019 or April 2021 2, and existing geometry.

Scen
ario 2: Existing with Project Conditions – Volumes from Scenario 1 with net-added project traffic.

Scenario 3: Background Conditions – Volumes from Scenario 1 plus traffic from projects currently under construction and approved, but not yet constructed, developments in the area.

Scenario 4: Background with Project Conditions – Volumes from Scenario 3 with net-added project traffic.

Report Organization
This report is divided into six sections and thirteen additional chapters as described below:
• City Policy Conformance and Existing Conditions
◦ Chapter 2 – City Policy Conformance lis ts the City of Mountain View General Plan polices, and City-specific land use and transportation plan goals, policies, standards, and federal, state, regional, and county jurisdictions plans that could be affected by this project. The city policy conformance assessment evaluates if the project would conflict with such plans and policies.
◦ Chapter 3 – Existing Conditions des
cribes the transportation system near the project
site, including the surrounding roadway network, morning and evening peak hour turning movement volumes at the study intersections, existing bicycle, pedestrian, and transit facilities, intersection levels of service, freeway segment levels of service, and field observations.
• Site Access and On-Site Circulation
◦ Chapter 4 – Site Access and On-Site Circulation desc
ribes project access and circulation
for all travel modes. This evaluation focuses on accessibility for all users, multimodal access and circulation, existing street facilities, emergency vehicle access, and loading areas for various vehicle types.

2 Counts were collected in October/November 2019 and April 2021 at El Camino Real and San Antonio Road and Faye
tte Drive and San Antonio Road. All other counts, collected only in April 2021, were adjusted based on a comparison between the 2019 and 2021 counts for the other two study intersections to simulate pre-COVID-19 conditions. Appendix B shows the volume calculations for these intersections.

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
8 • Vehicle Miles Traveled Screening
◦ Chapter 5 – Vehicle Miles Travel Screening pres ents the VMT screening for the project using the VTA VMT Screening Tool.
• Motor Vehicle Operations Analysis
◦ Chapter 6 – Motor Vehicle Operations and Project Traffic Forecasting Methods desc
ribes the traffic analysis methods, and traffic volumes used for the operation analysis chapters.
◦ Chapter 7 – SAPP Consistency Evaluation pre sents a trip generation comparison and baseline conditions comparison to demonstrate how this project is consistent with that San Antonio Precise Plan.
◦ Chapter 8 – Existing with Project Conditions pre
sents the intersection operations for
Existing with Project Conditions. The relevant project information and project trip generation, distribution, and assignment is also discussed in this chapter. ◦ Chapter 9 – Background Conditions pre
sents the intersection operations under
Background Conditions and Background with Project Conditions. ◦ Chapter 10 – Motor Vehicle Adverse Effects and Improvements des cribes the project’s effects on intersection operations and identifies improvements to address adverse effects caused by the project.
• Active Transportation and Transit Operations Analysis ◦ Chapter 11 – Pedestrian Operations prov
ides supplemental pedestrian facilities analysis
by highlighting the pedestrian transportation improvements described in the San Antonio Precise Plan area near the project site and summarizing the potential increase in pedestrian activity due to this project. This chapter also summarizes accessible paths from streets and parking lots to building entrances for this project and a walk shed analysis for this project site.
◦ Chapter 12 – Bicycle Operations prov
ides supplemental bicycle facilities analysis by
highlighting the bicycle transportation improvements described in the San Antonio Precise Plan area near the project site and summarizing the potential increase in bicycle activity due to this project. This chapter also summarizes a bicycle shed analysis for this project site.
◦ Chapter 13 – Transit Operations prov
ides supplemental transit facilities analysis by
highlighting the transit improvements described in the San Antonio Precise Plan area near the project site and summarizing the potential increase in transit activity due to this project. This chapter also summarizes transit access to/from the project site.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
9 • Parking
◦ Chapter 14 – Parking des cribes the existing parking facilities and conditions, and the projects parking management strategies and parking supply. The project parking supply is summarized and compare to the parking requirements.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
10 City Policy Conformance
and Existing Conditions

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
11 2. City Policy Conformance
This chapter provides a summary of the key transportation plans, goals and polices and related tran
sportation networks that apply to this project.

The Metropolitan Transportation Commission’s (MTC) Regional Transportation Plan provides a roadmap for accommodating projected household and employment growth in the nine-county Bay Area by 2040 as well as a transportation investment strategy for the region. The Santa Clara Valley Transportation Authority VTP 2040 Plan describes all major projects in Santa Clara Valley over the next 20 years. The Congestion Management Program sets State and federal funding priorities for transportation improvements affecting the Santa Clara County Congestion Management Program (CMP) transportation system. The City of Mountain View General Plan 2030 includes mobility goals aimed to enhance travel by all modes by encouraging use by non-auto modes and thus reduce vehicle trips. The San Antonio Precise Plan implements the General Plan’s goals and policies for the San Antonio Change Area and establishes the area’s land use and development regulations.

Metropolitan Transportation Commission’s (MTC) Regional Tran
sportation Plan
Authored by the Metropolitan Transportation Commission, the Bay Area’s regional transportation plan
ning agency and federally designated Metropolitan Planning Organization (MPO), Plan Bay Area 2040 (2017) is the Bay Area’s Regional Transportation Plan (RTP) that provides a roadmap for accommodating projected household and employment growth in the nine-county Bay Area by 2040 as well as a transportation investment strategy for the region. Plan Bay Area 2040 details how the Bay Area can make progress toward the region’s long-range transportation and land use goals.

Santa Clara Valley Transportation Authority VTP 2040
Santa Clara Valley Transportation Authority (VTA), the regional transportation authority, has an adopted the
Valley Transportation Plan (VTP) 2040 (adopted in October 2014) that describes all major projects and initiatives expected to occur in the next 20 years. It prioritizes complete streets, express lanes, light rail effectiveness upgrades, bus rapid transit, and bicycle/pedestrian improvements. Most recently, the Mountain View Light Rail Double Track project added a second light rail track between the Mountain View and Whisman stations to facilitate more frequent service. The VTA 2040 Plan also includes a package of projects in the San Antonio Precise Plan area including the reconfiguration of the US 101 Southbound Improvements from San Antonio Road to Charleston Road / Rengstorff Avenue.

VTA Countywide Bike Plan
The Santa Clara Countywide Bicycle Plan’s primary goal was to make it easier and safer for people to bike when
traveling from one city to the next in Santa Clara County. The plan establishes a network of Cross Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
12 County Bikeway Corridors that will provide continuous, complete bike connections across the county. The plan also identifies locations where new and improved bicycle connections are needed across freeways, rail lines, and creeks. Lastly, the plan identifies ways to make it easier for people to use their bicycle with transit, including bicycle access to major transit stops, bicycle parking at stops, and bicycle accommodations on board.

Congestion Management Program
As the County’s Congestion Management Agency (CMA), VTA is responsible for managing the County’s blue
print to reduce congestion and improve air quality. VTA is authorized to set State and federal funding priorities for transportation improvements affecting the Santa Clara County CMP transportation system.

CMP designated transportation system components in Mountain View include a regional roadway network, a transit network, and a bicycle network. The CMP regional roadway network in Mountain View includes all State highways, County expressways, and some principal arterials, while the transit network includes rail service and selected bus service. The bicycle network focuses on the Cross County Bicycle Corridors, which is a network of 57 routes that are identified in the Santa Clara Countywide Bicycle Plan (Summer 2018). The long-range countywide transportation plan and how projects compete for funding and prioritization are documented in the Valley Transportation Plan (VTP) 2040 (adopted in October 2015).

The Citywide Multimodal Improvement Plan (MIP), also referred to as the Deficiency Plan per the state’s CMP legislation, is a planning document that identifies measures to improve transportation conditions on the CMP network without making physical traffic capacity expansions such as widening an intersection or roadway. The MIP identifies improvements that aid mobility by modes other than the automobile and how to improve the efficiency of the existing roadways. The MIP is based on the VTA Deficiency Plan Requirements, which describes the required content, actions, and implementation standards to assist Member Agencies with deficiency plan preparation and responsibilities.

City of Mountain View General Plan
The City of Mountain View General Plan 2030 includes mobility goals aimed to enhance travel by all mode
s by encouraging use by non-auto modes and thus reduce vehicle trips. The goals and policies include topics of complete streets, accessibility, walkability, bikeability, public transit, safe routes to school, vehicle parking, performance measurements, greenhouse gas emissions and air quality, and vehicles and roadway stye efficiency. The goal and polices for the San Antonio Change Area are listed below:

Goal LUD-21: A gateway neighborhood with diverse land uses, public amenities and strong connections to surrounding areas.
• Policies LUD 21.1: A mix of land uses. Support a mix of commercial land uses serving the neighborhood and the region.
• LUD 21.2: Higher-density residential near transit. Encourage higher-density residential uses near bus and Caltrain stations.

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
13 • LUD 21.3: Improved connectivity. Promote improved connectivity to adjacent neighborhoods, destinations and Downtown.
• LUD 21.4: Improved pedestrian and bicycle circulation. Support improved pedestrian and bicycle circulation and connectivity throughout the area. • LUD 21.5: Hetch Hetchy right-of-way. Promote the use of the Hetch Hetchy right-of-way for open space and mobility improvements in the area.
• Goal LUD-22: A revitalized San Antonio Center with a diverse mix of uses and connections to adjacent neighborhoods.
• LUD 22.1: San Antonio Center transformation. Support the transformation of San Antonio Center into a regional mixed-use and commercial destination. • LUD 22.2: Residential uses. Support new residential uses within San Antonio Center. • LUD 22.3: Gathering spaces. Encourage new plazas, open space and other gathering spaces in the San Antonio Center.
• LUD 22.4: Pedestrian-oriented design elements. Ensure that developments include pedestrian-oriented design elements such as accessible building entrances, visible storefronts and landscaping.
• LUD 22.5: Finer street grid. Promote a finer street grid and improved connectivity within San Antonio Center.
• LUD 22.6: Improved mobility. Support improved mobility within San Antonio Center for vehicles, transit, bicyclists and pedestrians.
• LUD 22.7: Improved bicycle and pedestrian connections. Promote improved bicycle and pedestrian connections to the San Antonio Caltrain station, El Camino Real bus service, adjacent neighborhoods and the citywide bicycle and pedestrian network. • LUD 22.8: Parking area safety. Ensure safe pedestrian and bicycle access through parking areas.

The Mountain View General Plan also states the form and character for the San Antonio Change area Pedestrian and Bicyclist environment to be:
• Streets and paths for pedestrians and bicyclists established in the San Antonio Center. • Large parcels include clear pedestrian, bicycle, and multi-modal roadway connections. • Wide sidewalks and tree wells reinforce pedestrian-oriented, mixed-use setting. • Hetch Hetchy right-of-way used as open space and a pedestrian and bicyclist connection. • Pedestrian amenities such as plazas, street furniture and directional signs. • Safe pedestrian and bicyclist crossings of busy streets. • Bicycle parking in convenient and accessible locations around commercial destinations. • Small curb radiuses and short street-crossing distances.

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San Antonio Center Phase III Multimodal Transportation Analysis November 2021
14 AccessMV: Comprehensive Modal Plan
AccessMV is a modal plan to provide a consistent vision for the City’s multimodal transportation network.

This
plan aims to identify the City’s primary transportation network for all modes and prioritizes previously identified transportation improvement projects. As part of this effort, the City is analyzing bicycle and pedestrian Level of Traffic Stress, pedestrian quality of service, and potential transit demand.

Mountain View Vision Zero Policy
On December 10, 2019, Mountain View City Council unanimously adopted a Vision Zero Policy to elim
inate fatal traffic collisions in Mountain View by 2030. Vision Zero is an integrated set of policies, plans and programs based on the philosophy that fatal collisions are unacceptable and often preventable.

Mountain View's Vision Zero approach is to eliminate fatal and severe injury traffic collisions among all road users, including those walking, biking, and driving. This approach is working to eliminate fatal traffic collisions by 2030, working to decrease traffic collisions involving fatalities or severe injuries (KSI collisions) by 50 percent by 2030 from a 2016 baseline of 15 collisions; and working to decrease the three-year annual average number of people killed or severely injured (KSI) in collisions by 15 percent every three years from a current three-year annual average baseline of 19 people.

San Antonio Precise Plan
The San Antonio Precise Plan (SAPP) implements the goals and policies set forth in the City of Mountain View
2030 General Plan (General Plan) for the San Antonio Precise Plan Area (Plan Area). Using input gathered through a separate San Antonio visioning process and during the Precise Plan process, the Plan provides guiding principles, policies, development criteria and implementation strategies to coordinate private development and public improvements given the unique opportunities and characteristics of the Plan Area. The Plan is a regulatory document guiding how future development in the Plan Area will achieve the General Plan vision to transform the existing regional commercial area into a mixed-use core within a broader existing residential neighborhood, considering the area’s proximity to transit services and location along two of the most heavily traveled corridors in the City: El Camino Real and San Antonio Road. The Plan also identifies opportunities to improve pedestrian and bicycle crossings at key locations in the Plan Area in the Intersection Design Standards and Key Intersection Improvements section. The Plan will require vehicular and bicycle parking consistent with the City’s Zoning Ordinance parking standards.

The Plan area street network includes the following street types:
• Major Public Streets. These are the four vehicular corridors that bound the Center and provide access to/from the Plan Area. El Camino Real and San Antonio Road are high-volume roadways that serve as part of a regional commute corridor, while California Street and Showers Drive provide important local access to regional retail uses and transit services. This Plan proposes new or upgraded bicycle and pedestrian facilities on all these roadways.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
15 • Neighborhood Streets. These streets are low to medium volume roadways that primarily provide connections to surrounding neighborhood areas for vehicles, bicycles, and pedestrians alike. This Plan primarily focuses on how future development will engage the street frontages.
• Greenways. Greenways are new publicly-accessible internal roadways along major open space areas proposed within the Center. The greenways provide vehicular access and on- street parking for internal retail uses, and serve as the primary bicycle and pedestrian corridors through the Plan Area.
• Main Internal Streets. Along with the Plan’s greenways, these internal streets provide the main access to the Mixed-Use Center core. They are low speed facilities that provide pedestrian-oriented street frontages with landscaping and street furnishings. • Flexible Connections. Flexible connections are used to implement this Plan’s vision, policies and standards for better multi-modal connections and a more fine-grained network of streets. Flexible connections include both vehicle and non-vehicle roadways and may serve a variety of purposes such as delivery/loading corridors, pedestrian/bicycle-only pathways, and/or additional vehicle access. These connections may be configured in a variety of ways based on future development proposals and the functional needs. Regardless of their primary purpose, these connections are required to accommodate pedestrian and bicycle access.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
16 3. Existing Conditions
This chapter describes the Existing Conditions of the roadway system, pedestrian and bicycle facilities, and tran
sit service near the project site. It also presents existing traffic volumes and operations for the study intersections and freeway segments.

COVID-19 Note: The following Existing Conditions discussion describes conditions prior to the March 2020 shelter-in-place policy. Unless noted, the intersection counts that are used for this analysis were collected prior to the voluntary shelter-in-place polices implemented by several large technology firms beginning the first week in March 2020 and the formal shelter-in-place order issued by Santa Clara County Public Health Department on March 16, 2020 and last modified on June 21, 2021 to slow the spread of COVID-19.

Existing Street System
US 101, El Camino Real, and San Antonio Road provide regional access to the project site. The following stre
ets provide local access: Middlefield Road, Central Expressway, California Street, Showers Drive, and Rengstorff Avenue. Each access facility is described below in more detail.

US 101 is a north-south freeway located north of the project site with five travel lanes in each direction.

Two travel lanes in each direction are designated as a high-occupancy vehicle (HOV) lane, beginning approximately 1 mile north (near Oregon Expressway) of the study area through the US 101/SR 85 interchange. One HOV lane and four travel lanes in each direction are present outside of this area in Santa Clara County between East Bayshore Road (in Redwood City) and Cochrane Road (in Morgan Hill). HOV lanes, also known as diamond or carpool lanes, are limited to use by vehicles occupied by two or more persons Monday through Friday between 5:00 AM and 9:00 AM, and between 3:00 PM and 7:00 PM. US 101 extends north through San Francisco and south through San Jose and Gilroy. Access to the project site from US 101 is via San Antonio Road.

El Camino Real/SR 82 is a six-lane north-south (alignment is east-west in the project area) major arterial that extends from The Alameda in Santa Clara to Market Street in Daly City. El Camino Real is parallel to US 101 and I-280 provides a connection between cities. El Camino Real provides access to residential, commercial and office developments. The posted speed limit is 35 mph.

San Antonio Road is a two- to six-lane, north-south arterial road that extends from Foothill Expressway in the south (within Los Altos) to the Shoreline at Mountain View Regional Park. San Antonio Road provides access to residential, commercial and office developments. The posted speed limit near the project site is 35 mph.

Middlefield Road is a four-lane, east-west arterial street that extends from Central Expressway to SR 85, as West Middlefield Road from SR 85 to San Antonio Road, and as Middlefield Road from San Antonio Road Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
17 to Jefferson Avenue in Redwood City. Middlefield Road provides access to local residential streets as well as to light industrial and commercial developments. The posted speed limit on Middlefield Road within the project area is 35 mph.

Central Expressway is a four- to six-lane east-west expressway which extends from the City of Santa Clara in the east to San Antonio Road in the west where it continues as Alma Street into the City of Palo Alto. In Mountain View, it runs on the north side of the Caltrain railroad tracks with limited connections to the south side of the railroad tracks at Castro Street/Moffett Boulevard, Shoreline Boulevard, and Rengstorff Avenue. Central Expressway has limited access to adjacent parcels because it is designed as an expressway. The posted speed limit on Central Expressway is 45 mph.

California Street is a four-lane local street adjacent to the project site that extends between Del Medio Avenue to the west and Bush Street to the east. California Street provides access to residential, commercial and office developments. The posted speed limit is 35 mph.

Showers Drive is a four-lane local street to the east of the project site that extends north from El Camino Real to become San Antonio Circle where it crosses underneath San Antonio Road. Showers Drive provides access to residential, and commercial developments. The posted speed limit near the project site is 35 mph.

Rengstorff Avenue is a four-lane local street to the east of the project site that extends between El Camino to the south and Charleston Road to the north, where it becomes Amphitheatre Parkway. Rengstorff Avenue provides access to residential, commercial and office developments. The posted speed limit is 35 mph.

Existing Truck Routes
The City of Mountain View Municipal Code section 19.60 designates truck routes within the City limits.

The
designated truck routes within the study area are: Central Expressway, El Camino Real, and San Antonio Road.

Existing Pedestrian Facilities
All streets immediately adjacent to the project site have sidewalks. Most sidewalks are 5 to 12 feet wide, and
many sidewalks have a landscaping strip separating the sidewalk from the street. Certain streets within the project area do not have sidewalks, including the eastbound segment of Central Expressway within the project area and San Antonio Road where it crosses Central Expressway. Pedestrian desiring to cross Central Expressway can use the path and crosswalks that are accessible from the Caltrain Station. All major intersections near the project site have crosswalks.

The locations of the existing pedestrian facilities are shown on Figure 3.

Attachment 1

L O S A L T O S

M O U N T A I N V I E W
P A L O A L T OAlma St
San Anto
nioRd
N San Antonio Rd W El Camino Real
Showers Dr
California St∙82
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Existing Pedestrian Facilities
Figure 3
0 0.1 0.2
Miles
Project Site City Boundaries Study Intersections Crosswalks Sidewalks Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
19 Existing Bicycle Network
The four classes of bicycle facilities in Mountain View are described in the Moun tain View Bicycle Transportation Plan Update (MVBTP Update, 2015). These descriptions are based on California Department of Transportation (Caltrans) classifications of bikeways from California Assembly Bill 1193 and the Highway Design Manual (Chapter 1000: Bikeway Planning and Design). Each bikeway class is intended to provide bicyclists with enhanced riding conditions. Bikeways offer various levels of separation from traffic based on traffic volume and speed, among other factors. The four bikeway types and appropriate contexts for each are presented below.

Class I Bikeway (Shared Use Path) Shared-use paths, sometimes referred to as multi-use paths, provide a separate right-of-way and are designated for the exclusive use of people riding bicycles and walking with minimal roadway crossings. In general, bike paths are along corridors not served by streets or where sufficient right-of-way exists to allow them to be constructed away from the influence of vehicles.

Mountain View has many such paths located along creeks and the light rail line. Class I Bikeways can also offer opportunities not provided by the road system by serving recreational areas and/or desirable commuter routes.

Class II Bikeways (On-Street Bike Lanes) Bike lanes provide a striped lane, pavement markings, and signage for one-way bike travel on a street or highway. Bicycle lanes are typically five (5) feet wide, although wider lanes are desirable on roadways with high traffic volumes and/or high travel speeds. The VTA Bicycle Technical Guidelines (December 2007) recommends that Caltrans standards regarding bicycle lane dimensions be used as a minimum and provides supplemental information and guidance on when and how to better accommodate the many types of bicyclists. Bike lanes may be enhanced with painted buff
ers between vehicle lanes and/or parking, and green paint at conflict zones (such as driveways or intersections).

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
20 Class IIIa Bikeways (Bike Routes) Bike routes maybe identified on a local residential or collector street when the travel lane is wide enough and the traffic volume is low enough to allow both cyclists and motor vehicles to share a lane and/or to provide continuity to a bikeway network. Shared-use arrows or “sharrows” are common striping treatments for bike routes.

Class IIIb Bikeways (Bike Boulevards) Bicycle boulevards provide further enhancements to bike routes to encourage slow speeds and discourage non-local vehicle traffic via traffic diverters, chicanes, traffic circles, and/or speed tables. Bicycle boulevards can also feature special wayfinding signage to nearby destinations or other bikeways.

Class IV Bikeways (Separated Bikeway) Separated bikeways, also referred to as cycle tracks or protected bikeways, are bikeways for the exclusive use of bicycles which are physically separated from vehicle traffic.

Separated bikeways were recently adopted by Caltrans in 2015. Types of separation may include, but are not limited to, grade separation, flexible posts, physical barriers, or on-street parking.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
21 Under California Law, bicyclists are allowed to use all roadways in California unless posted otherwise.

Therefore, even for roadways that have no (or planned) bikeway designation identified, a majority are open for cycling.

The locations of the existing bicycle facilities are shown on Figure 4 and existing bicycle volumes are presented on Figure 5. As described above, Class I bikeways are off-street multi-use (pedestrian and bicycle) paths that are separated from roadways to create a safer, convenient, and more connected walking and biking environment.

The SAPP identifies new planned bike facilities and improvements to existing facilities. This proposal includes the addition of Class II facilities to San Antonio Road, Class III facilities to the Hetch Hetchy Greenway within San Antonio Center, and Class IV facilities to California Street and Showers Drive.

Roadways designated as neighborhood streets in the SAPP, including Fayette Drive, Latham Street, Pacchetti Way, Miller Avenue, San Antonio Circle, and California Street west of San Antonio Road, have optional Class II bicycle facility improvements listed in the SAPP.

Existing Transit Service
Bus and light rail service in Mountain View are operated by the VTA. Commuter rail service (Caltrain) is oper
ated from San Francisco to Gilroy by the Peninsula Joint Powers Board. The Mountain View Community Shuttle is operated jointly by the City of Mountain View and Google. MVgo is operated by the Mountain View Transportation Management Association, a nonprofit organization established and funded by various Mountain View businesses and landowners. Table 1 summarizes the existing transit services for the project. The bus routes, bus stops, LRT line, LRT stations, and Caltrain station are illustrated on Figure

6. It is approximately 4,200 feet (an eighteen-minute walk) from the Middlefield Station.

Attachment 1

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O
101
ECharlestonRd
Louis Rd
Alma St
AmphitheatrePkwy
California St
Alma St
NSanAntonioRd
Middlefield Rd
W El Camino RealArastradero Rd
SanAntonioRd
E Meadow Dr
Showers Dr
Fabian Wy
N Rengstorff Ave
Old Middlefield Wy
E Charleston Rd
ElCaminoWy
California St
W
MiddlefieldRd
WElCaminoReal
W Charleston Rd
Loma Verde Ave
Bayshore Pkwy
Los Altos Ave
∙82
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Existing Bike Facilities
Project Site
City Boundaries
Existing Bike
ways
Class I - Trails
Class II - Bike Lanes
Class Iii - Bike Routes & Bike Boulevards
Figure 4
0 0.25 0.5
Miles
Attachment 1
Existing Bicycle and
Pedestrian Volumes
Figure 5
accf0 (0)
4 (12)
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3 (0)
6 (13)
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aacccf
0 (0)
1 (0)
0 (0)

1. Arastradero Rd-Charleston Rd/El Camino Real
El Camino Real
Arastradero Rd-
Charleston Rd
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0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
d0 (0)
1 (0)
0 (0)
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1 (0)
ae
0 (0)
0 (1)
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acce
0 (0)
4 (0)
1 (0)

2. Del Medio Ave/El Camino Real
El Camino Real
Del Medio Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
aace0 (1)
4 (0)
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3 (6)
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aacce
0 (0)
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3. San Antonio Rd/El Camino Real
El Camino Real
San Antonio Rd
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
bf0 (0)
0 (1)
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1 (0)
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4. Showers Dr/El Camino Real
El Camino Real
Showers Dr
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0 (0)
0 (0)
0 (0)
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5. Ortega Ave/El Camino Real
El Camino Real
Ortega Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
d0 (0)
0 (0)
0 (0)
aacce
1 (0)
0 (3)
0 (0)
abf
1 (0)
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acce
1 (0)
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6. Rengstorff Ave/El Camino Real
El Camino Real
Rengstorff Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
acce0 (1)
1 (0)
1 (1)
ae0 (0)
1 (2)
0 (5)
aacce
0 (2)
1 (3)
0 (1)
abf
0 (0)
1 (0)
1 (1)

7. San Antonio Rd/Fayette Dr
Fayette Dr
San Antonio Rd
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
ccc
1 (2)
f0 (0)
cce
0 (1)
1 (1)

8. San Antonio Rd/Miller Ave
Miller Ave
San Antonio Rd
STOP
0 (0)
0 (0)
0 (0)
c c c c
cc
ccf0 (1)
0 (1)
acc
1 (0)
0 (0)
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9. San Antonio Rd/Nita Ave
Nita Ave
San Antonio Rd
0 (0)
0 (0)
0 (0)
c c
cc
c c
acccf
0 (0)
0 (1)
0 (0)
acf0 (0)
1 (22)
0 (1)
aacce
0 (1)
1 (1)
0 (0)
acf
0 (0)
12 (8)
2 (0)

10. San Antonio Rd/California St
California St
San Antonio Rd
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
ae0 (0)
0 (2)
0 (3)
acf0 (0)
0 (19)
1 (4)
ae
1 (6)
3 (4)
0 (0)
ace
0 (3)
11 (2)
0 (1)

11. Pacchetti Way/California St
California St
Pacchetti Way
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
acf0 (0)
0 (1)
0 (1)
ace0 (1)
1 (19)
0 (0)
acf
0 (0)
2 (1)
1 (1)
ace
1 (11)
8 (2)
0 (1)

12. Showers Dr/California St
California St
Showers Dr
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
ae0 (0)
0 (2)
0 (1)
ace0 (0)
3 (24)
0 (2)
ae
0 (0)
1 (1)
1 (3)
accf
1 (2)
16 (10)
2 (1)

13. Ortega Ave/California St
California St
Ortega Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
ace1 (0)
4 (1)
1 (0)
ace2 (1)
0 (16)
1 (1)
ace
4 (7)
0 (1)
1 (1)
ace
2 (6)
9 (6)
1 (0)

14. Rengstorff Ave/California St
California St
Rengstorff Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
aace0 (0)
5 (13)
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ace0 (0)
1 (0)
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ace
1 (0)
1 (1)
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accf
2 (1)
1 (1)
0 (2)

15. Rengstorff Ave/Central Expy
Central Expy
Rengstorff Ave
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
aace1 (0)
0 (0)
0 (0)
accf0 (0)
3 (5)
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aaccf
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ace
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16. San Antonio Rd/Middlefield Rd
Middlefield Rd
San Antonio Rd
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aace0 (0)
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17. San Antonio Rd/Charleston Rd
Charleston Rd
San Antonio Rd
0 (0)
0 (0)
0 (0)
0 (0)
c c
cc
c c
cc
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
24 Table 1: Existing Transit Services
Route1 From To
Weekdays Weekends
Operating Hours
Peak
Headway2
(minutes)
Operating Hours Headway2
(minutes)
VTA Bus Service
21 Stanford
Shopping
Center
Santa Clara
Transit Center 5:30 AM – 9:30 PM 30
8:00 AM-8:00 PM
Sat (9:00 AM-8:00
PM Sun)
45 Sat
(60 Sun)
22 Palo Alto Transit
Center
Eastridge Transit
Center 4:30 AM – 1:50 AM 20
4:50 AM-2:00 AM
Sat (4:55 AM-1:10
AM Sun)
20 Sat
(30 Sun)
40 Foothill College Mountain View
Transit Center 6:00 AM – 8:30 PM 55
8:20 AM-6:30 PM
Sat (9:00 AM-6:00
PM Sun)
50 Sat
(45 Sun)
522 Palo Alto Transit
Center
Eastridge Transit
Center 5:20 AM – 11:15 PM 20
6:00 AM-10:20
PM Sat (6:55 AM –
9:25 PM)
20 Sat (20
Sun
Mountain View Community Shuttle
Mountain View
Community
Shuttle
Loop throughout the City of
Mountain View 10:00 AM – 6:00 PM 30 10:00 AM – 6:00
PM 60
MVgo Routes
C/D
Loop throughout the City of
Mountain View (including North
Bayshore via Charleston Road)3
6:10 AM – 10:45 AM
and
2:50 PM – 8:15 PM
30-60 N/A N/A
Caltrain Passenger Rail
Caltrain San Francisco Gilroy 4:30 AM – 1:30 AM 20-40 7:30 AM - 1:40 AM 60
Notes:

1. Weekday and weekend service as of May 2021.

2. Headways are defined as the time between transit vehicles on the same route (e.g., time between two Route 21 buses stopping at the Showers Drive and Latham Street intersection bus stops).

3. MVgo buses pass the project site on San Antonio Road but do not stop near the project site.

Sources: Fehr & Peers, 2021.

Attachment 1

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O
101
ECharlestonRd
Louis Rd
Alma St
California St
Alma St
NSanAntonioRd
Middlefield Rd
Arastradero Rd
SanAntonioRd
E Meadow Dr
Showers Dr
Fabian Wy
N Rengstorff Ave
Old Middlefield Wy
E Charleston Rd
W El Camino Real
ElCaminoWy
California St
W
MiddlefieldRd
WElCaminoReal Central Expy
W Charleston Rd
Loma Verde Ave
Bayshore Pkwy
Los Altos Ave
∙82
288M
288
288L
288
522
522
522
21 21
21 21
40 40
40 40
22 22
104
104 104
Transit Center
San Antonio
C:\Users\mchung\OneDrive - Fehr & Peers\Documents\SJ21_2068\SJ21_2068.aprx Existing Transit Facilities
Project Site
City Boundaries
Existing VT
A Routes
Rapid Bus
Frequent Bus
Express Bus
Local Bus
School Service
ACE Orange Shuttle
MVGo Route
Caltrain Line
Caltrain Station
Figure 6
0 0.25 0.5
Miles
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
26 Existing Intersection Volumes Approach
Typically, new traffic counts are collected at all study intersections for traffic analyses to evaluate a recent Exist
ing Conditions. However, due to the COVID-19 pandemic, local jurisdictions and large regional employers have recommended that all employees work from home if possible. As a result, traffic volumes at all study intersections are lower-than-typical and new turning movement counts cannot be directly used for analysis.

The City of Mountain View allows the use of historical turning movement counts if they are less than two years old. For this analysis, City staff has identified that counts collected between February 2019 and March 2020 (when the first regional Shelter-in-Place orders were issued) may be used. Historical turning movement counts were obtained for Intersection #3 (El Camino Real and San Antonio Road) and Intersection #7 (San Antonio Road and Fayette Drive) because these counts were collected in November 2019 and October 2019, respectively.

New traffic counts collected at all study intersections in April 2021. At Intersection #3 and Intersection #9, historical counts were compared to new counts to yield a growth factor between typical traffic patterns and traffic patterns affected by COVID-19 conditions. This growth factor was applied to all intersections where no historical turning movement counts were available to represent typical pre-COVID-19 traffic patterns. Based on this approach, a factor of 1.84 was applied to AM peak hour volumes and a factor of

1.66 was applied to PM peak hour volumes. Appendix A contains the unadjusted turning movement counts, and Appendix B contains the volume adjustment calculations and the corresponding adjusted volumes for the applicable study intersections.

Existing Intersection Operations
Existing intersection lane configurations, signal timings, and peak hour turning movement volumes were used
to calculate the levels of service for the study intersections during the AM and PM peak hours. The results are presented in Table 2. Appendix C contains the corresponding LOS calculation sheets (for all the study scenarios). The traffic analysis methods used in this section are described in more detail in Chapter 6.

The results of the LOS calculations indicate that all the study intersections are operating at acceptable levels under Existing Conditions.

The existing lane configurations, traffic controls, and peak hour traffic volumes are shown in Figure 7.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
27 Table 2: Existing Intersection Levels of Service
Intersection Count Date LOS
Threshold Control1 Peak
Hour2 Delay3 LOS4,5
1 El Camino Real and Arastradero
Road-Charleston Road (PA)* April 20215 LOS E Signal AM
PM

33.8 40.9
C-
D
2 El Camino Real and
Del Medio Avenue (MV) April 20215 LOS D Signal AM
PM

20.2 13.2
C+
B
3 El Camino Real and
San Antonio Road (MV)*, **
November
2019 LOS E Signal AM
PM

33.1 51.6
C-
D-
4 El Camino Real and
Showers Drive (MV)** April 20215 LOS E Signal AM
PM

23.1 26.8
C
C
5 El Camino Real and
Ortega Avenue (MV) April 20215 LOS D Signal AM
PM

15.9 12.4
B
B
6 El Camino Real and
Rengstorff Avenue (MV)* April 20215 LOS E Signal AM
PM

17.2 29.4
B
C
7 Fayette Drive and
San Antonio Road (MV)**
October
2019 LOS E Signal AM
PM

15.6 19.9
B
B-
8 Miller Avenue and
San Antonio Road5 (MV)** April 20215 LOS E Side-Street Stop Controlled
AM
PM

11.6 11.5
B
B
9 Nita Avenue and
San Antonio Road (PA) April 20215 LOS D Signal AM
PM

8.7 4.8
A
A
10 California Street and
San Antonio Road (MV)** April 20215 LOS E Signal AM
PM

37.4 57.7
D+
E+
11 California Street and
Pacchetti Way (MV)** April 20215 LOS E Signal AM
PM

25.2 24.5
C
C
12 California Street and
Showers Drive (MV)** April 20215 LOS E Signal AM
PM

31.1 31.8
C
C
13 California Street and
Ortega Avenue (MV) April 20215 LOS D Signal AM
PM

26.1 19.5
C
B-
14 California Street and
Rengstorff Avenue (MV) April 20215 LOS D Signal AM
PM

31.2 34.2
C
C-
15 Central Expressway and
Rengstorff Avenue (SCC) April 20215 LOS E Signal AM
PM

29.8 67.2
C
E
16 Middlefield Road and
San Antonio Road (PA)* April 20215 LOS E Signal AM
PM

51.4 55.0
D-
E+
17 Charleston Road and
San Antonio Road (PA)* April 20215 LOS E Signal AM
PM

34.0 48.1
C-
D
18 Project Driveway and
San Antonio Road (MV)** N/A6 LOS E Stop Controlled
Driveways
AM
PM

10.6 11.9
B
B
19 Project Driveway and
California Street (MV)** N/A6 LOS E Stop Controlled
Driveways
AM
PM

9.7 11.6
A
B
Notes: (see next page)
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
28 Bold text indicates intersection operates at an unacceptable Level of Service compared to the applicable standard.

PA = Palo Alto; MV = Mountain View; SCC = Santa Clara County; * = Congestion Management Program Intersection; and ** = San Antonio Center Planning Area Intersection.

1. Signal refers to a signalized intersection. SSSC = Side-Street Stop Controlled intersection.

2. AM = morning peak hour, PM = evening peak hour

3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. For side-street stop-controlled intersections total delay for the worst approach is reported.

4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX level of service analysis software package, which applies the method described in the 2000 Highway Capacity Manual.

5. Turning movement counts collected in April 2021 reflect atypical traffic patterns caused by the regional shelter-in-place orders due to the COVID-19 pandemic. As described in the text, the April 2021 counts were adjusted to reflect typical traffic patterns by comparing them to recent turning movement counts collected before the regional shelter-in-place orders.

6. Turning movement counts were not collected for study intersections #18 and #19, which are the project driveways. The California Street volume is estimated from the eastbound departure value of the adjacent study intersection #10 (California Street and San Antonio Road), and driveway volumes were estimated using trip generation values and network trip assignments from The Village at San Antonio Center (Phase 2) – Final Transportation Impact Analysis (2014).

Source: Fehr & Peers, 2021.

Attachment 1
Figure 7
Existing Lane Configuration, Traffic Control, and Peak Hour Traffic Volumes 1,413 (1,635)
35 (61)
1,558 (1,763)
230 (88) 70 (55)

9. San Antonio Rd/Nita Ave
50 (40)
902 (1,232)
68 (96)
289 (227)
68 (
106)
26 (25)
145 (234)
1,141 (1,157)
340 (613)
377 (591)
61 (
71)
101 (76)

10. San Antonio Rd/California St
77 (209)
9 (10)
11 (40)
39 (20)
245
(518)
127 (236)
90 (80)
9 (7)
13 (7)
6 (5)
370
(455)
13 (38)

11. Pacchetti Way/California St
110 (163)
53 (46)
75 (239)
17 (20)
199
(403)
64 (110)
59 (55)
90 (71)
28 (85)
28 (28)
293
(322)
151 (173)

12. Showers Dr/California St
57 (35)
64 (27)
50 (70)
7 (13)
270
(730)
53 (70)
26 (22)
61 (30)
68 (60)
48 (55)
412
(471)
22 (33)

13. Ortega Ave/California St
44 (45)
372 (485)
33 (63)
153 (302)
250
(476)
70 (85)
197 (234)
385 (500)
173 (229)
204 (134)
272
(302)
39 (40)

14. Rengstorff Ave/California St
180 (113)
550 (621)
99 (251)
64 (158)
456
(1,125)
112 (163)
79 (90)
429 (603)
63 (103)
175 (158)
1,26
4 (666)
270 (269)

15. Rengstorff Ave/Central Expy
370 (232)
914 (1,107)
386 (390)
72 (113)
370
(480)
294 (281)
81 (110)
1,005 (1,162)
118 (214)
129 (133)
569
(335)
495 (452)

16. San Antonio Rd/Middlefield Rd
Nita Ave
San Antonio Rd
California St
San Antonio Rd
California St
Pacchetti Way
California St
Showers Dr
California St
Ortega Ave
California St
Rengstorff Ave
Central Expy
Rengstorff Ave
Middlefield Rd
San Antonio Rd
175 (148)
359 (470)
173 (461)
140 (194)
604
(1,154)
177 (181)
213 (176)
543 (319)
98 (159)
155 (189)
951
(883)
351 (272)

1. Arastradero Rd-Charleston Rd/El Camino Real
0 (0)
0 (2)
0 (0)
121 (113)
762
(1,630)
0 (2) 186 (95)
0 (0)
59 (46)
121 (133)
1,16
5 (1,139)
63 (91)

2. Del Medio Ave/El Camino Real
199 (179)
631 (687)
70 (88)
241 (420)
594
(1,179)
149 (203)
167 (166)
675 (613)
247 (364)
199 (222)
968
(923)
366 (402)

3. San Antonio Rd/El Camino Real
15 (63)
11 (15)
17 (73)
213 (320)
832
(1,489)
81 (100)
129 (176)
18 (37)
140 (264)
182 (216)
1,23
1 (1,130)
53 (101)

4. Showers Dr/El Camino Real
2 (5)
0 (3)
0 (3)
31 (71)
951
(1,798)
4 (0)
66 (55)
0 (3)
121 (75)
145 (113)
1,44
1 (1,270)
26 (12)

5. Ortega Ave/El Camino Real
0 (3)
0 (0)
0 (0)
55 (196)
1,06
4 (1,642)
0 (0) 182 (136)
2 (0)
359 (364)
256 (352)
1,57
5 (1,378)
52 (123)

6. Rengstorff Ave/El Camino Real
29 (48)
817 (955)
31 (70)
33 (55)
26 (
28)
37 (37)
31 (35)
1,135 (1,004)
103 (184)
52 (86)
6 (2
3)
42 (61)

7. San Antonio Rd/Fayette Dr
942 (1,341)
28 (35)
46 (71)
1,249 (1,147)

8. San Antonio Rd/Miller Ave
El Camino Real
Arastradero Rd-Charleston Rd
El Camino Real
Del Medio Ave
El Camino Real
San Antonio Rd
El Camino Real
Showers Dr
El Camino Real
Ortega Ave
El Camino Real
Rengstorff Ave
Fayette Dr
San Antonio Rd
Miller Ave
San Antonio Rd
STOP
ccf
acc
f
acccf
acf
aacce
acf
ae
acf
ae
ace
acf
ace
acf
ace
ae
ace
ae
accf
ace
ace
ace
ace
aace
ace
ace
accf
aace
accf
aaccf
ace
accf
acccf
ace
aacccf
d
acce
ae
acce
aace
aacce
aaccf
aacce
bf
acce
abf
acce
d
acce
d
acce
d
aacce
abf
acce
acce
ae
aacce
abf
ccc
f
cce
Attachment 1
Figure 7
Existing Lane Configuration, Traffic Control, and Peak Hour Traffic Volumes 234 (110)
734 (769)
123 (199)
258 (254)
813
(876)
52 (43)
1,359 (689)
1,113 (1,165)
280 (495)
134 (226)
186
(246)
57 (113)

17. San Antonio Rd/Charleston Rd
1,014 (1,326)
32 (12)
1,268 (1,258) 6 (42)

18. San Antonio Rd/Project Driveway
10 (56)
429 (787)
47 (
28)
539 (738)

19. Project Driveway/California St
Charleston Rd
San Antonio Rd
Project Driveway
San Antonio Rd
California St
Project Driveway
STOP
aace
ace
accef
ace
ccce
ccc
f
f
ce
cc
STOP
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
30 Existing Freeway Segment Operations
The results of the freeway LOS analysis for Existing Conditions are shown in Tabl e 3: Existing Freeway Segment Levels of Service for mixed-flow and HOV lanes. HOV lanes are carpool lanes restricted to only vehicles with 2 or more persons, while mixed-flow lanes, or mixed lanes, include HOV and single occupancy vehicles. For mixed-flow lanes, freeway segment capacities are defined as 2,200 vehicles per hour per lane (vphpl) for four-lane freeway segments and 2,300 vphpl for six-lane freeway segments. HOV lane capacities are defined as 1,650 vphpl.

Table 3: Existing Freeway Segment Levels of Service
Freeway Segment
Capacity1 Peak
Hour1
Lanes Level of Service2
MF3 HOV3 MF3 HOV3 MF3 HOV3
US 101 – Southbound
Oregon Expressway to
San Antonio Road 6,900 3,300 AM
PM
3 3
2 2
D
F
A
D
San Antonio Road to
Rengstorff Avenue 6,900 3,300 AM
PM
3 3
2 2
E
F
A
D
Rengstorff Avenue to
Shoreline Boulevard 6,900 3,300 AM
PM
3 3
2 2
D
F
C
D
Shoreline Boulevard to SR 85 6,900 1,650 AM
PM
3 3
1 1
D
F
A
E
US 101 – Northbound
SR 85 to Shoreline Boulevard 9,200 3,300 AM
PM
4 4
2 2
F
F
E
D
Shoreline Boulevard to
Rengstorff Avenue 9,200 3,300 AM
PM
4 4
2 2
F
F
D
D
Rengstorff Avenue to
San Antonio Road 6,900 3,300 AM
PM
3 3
2 2
E
F
D
D
San Antonio Road to
Oregon Expressway 6,900 3,300 AM
PM
3 3
2 2
F
F
E
F
Notes:

1. AM = morning peak hour (between 7:00 and 9:00 AM), PM = evening peak hour (between 4:00 and 6:00 PM).

2. Level of service based on density.

3. MF = Mixed-Flow Lanes, HOV = High-Occupancy Vehicle Lanes Bold text indicates unacceptable operations by jurisdiction level of service standard (LOS F for CMP-designated facilities).

Source: 2018 CMP Monitoring & Conformance Report, VTA, November 2020; Fehr & Peers, 2021.

As shown, many segments are currently operating unacceptably. Near the project site during the morning peak
hour, northbound US 101 operates unacceptably from SR 85 to Rengstorff Avenue and from San Antonio Road to Oregon Expressway for the mixed-flow lanes. During the evening peak hour, US 101 northbound and southbound operate unacceptably for every freeway segment near the project site for Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
31 the mixed-flow lanes. Additionally, the US 101 northbound HOV lanes operate unacceptably from San Antonio Road to Oregon Expressway.

Field Observations
Due to the COVID-19 pandemic and the resulting shelter-in-place order in March 2020, current traffic oper
ations do not adequately reflect typical traffic patterns. Therefore, it was not possible to make field observations of existing traffic patterns, including vehicle delays and queues. However, the traffic operations reported above align with those we have historically seen prior to the COVID-19 pandemic.

Field observations were conducted to verify existing lane geometries, signal controls, bicycle facilities, pedestrian facilities, and transit facilities near the project site.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
32 Site Access and Circulation

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
33 4. Site Access and On-Site Circulation
This chapter provides an evaluation of the project’s site access and internal circulation for pedestrians, bicy
clists, and vehicles, and consistency with the San Antonio Precise Plan’s mobility policies, standards and guidelines based on the site plan presented in Figure 8.

Pedestrian Access and Circulation
The site plan was evaluated for internal circulation within the project and access to transit uses near the site
. The project will add pedestrian trips to the existing sidewalk network from employees who walk to and from work to nearby retail and residential land uses, who walk to nearby bus stops and the San Antonio Caltrain station, and who walk to and from other destinations in the area.

The SAPP identifies several policies that relate to pedestrian access and circulation, including:
• CIRC-1.2: Implement an integrated network of publicly accessible complete streets, balancing vehicle access needs with required improvements for pedestrians and bicyclists to improve the circulation system.
• CIRC-1.3: Improve access through the Plan Area with a walkable, small block, grid-like system of publicly accessible streets and connections.
• CIRC-1.5: Provide pedestrian facilities on all internal streets and connections. • CIRC-2.1: Prioritize pedestrian and bicycle connections to provide efficient access to transit stations and open space areas, between commercial destinations, and in active frontage locations. • CIRC-2.2: Provide pedestrian and bicycle intersection crossing improvements to existing conditions at the time of Plan adoption.

As presented in Figure 8, the proposed pedestrian paths throughout the site provide access to the frontages of California Street and San Antonio Road, and to the adjacent San Antonio Village Phase II buildings to the south and to the east. Additionally, the pedestrian paths provide connectivity to the sidewalks on San Antonio Road and California Street. The pedestrian facilities within the project site are consistent with the goals and policies outlined in the SAPP.

Bicycle Access and Circulation
The site plan was evaluated for internal circulation within the project, which will primarily add bicycle trips to t
he existing bicycle network from employees to bike to and from work to nearby retail and residential uses, and those who take transit (primarily bus or Caltrain) then bike to work.

The SAPP identifies several policies that relate to bicycle access and circulation, including:

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
34 • CIRC-1.2: Implement an integrated network of publicly accessible complete streets, balancing vehicle access needs with required improvements for pedestrians and bicyclists to improve the circulation system
• CIRC-2.1: Prioritize pedestrian and bicycle connections to provide efficient access to transit stations and open space areas, between commercial destinations, and in active frontage locations • CIRC-2.2: Provide pedestrian and bicycle intersection crossing improvements to existing conditions at the time of Plan adoption.

The project does not propose any new onsite or off-site bicycle pathways. Signs will be posted at the project driveways directing bicyclists to dismount and walk their bikes around the project site. The project includes new indoor, secure bicycle parking facilities. Bicyclists would access the bicycle storage room via building access at the southeast corner on the intersection of San Antonio Road and California Street.

Vehicle Access and Circulation
As presented in Figu re 8, the project site will have one two-way drive aisle around the south and east perimeter of the site. The drive aisle can be accessed via driveways on northbound San Antonio Road and eastbound California Street. Both project driveways are stop controlled right-turns-in and right-turns-out only driveways. The medians on California Street and San Antonio Road prevent left-turns out and left- turns in for these driveways. Posting of right-turn only signs on the driveway approach or a one-way sign on the median will help guide drivers onto the public streets. Additionally, the channelizing median nose for the eastbound California left-turn lane at the project driveway will be extended west to further inhibit the access of the left-turn lane from the driveway. Consistent with the SAPP goals for internal streets, the drive aisle will have a maximum speed limit of 15 miles-per-hour.

Off-street parking is provided on the south side of the two-way drive aisle between the new office building and San Antonio Village Phase II and are available to all users.

Emergency and Service Vehicle Access
Service Vehicles
The S
APP defines several policies and practices related to the circulation and management of service veh
icles, including:
• PTDM-1.4: Locat e garage and service bay openings in alleys and at the rear of buildings; and • Use landscaping to screen less attractive elements, including loading, service, and delivery area
s.

As shown on Figure 8, the project proposes one two-way drive aisle around the south and east perimeter of the site. Service vehicles may enter the project site via either California Street or San Antonio Road to access the site’s loading area, which is on the south side of the building area.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
35 Emergency Vehicles
Emergency vehicle turning maneuvers will need to be conf irmed for entrance into the project at both driveways and circulation through the project for right turns into and out of both project driveways. The fire access route for the project is shown on Figure 8.

Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Circulation Plan
Figure 8
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
37 Vehicle Miles Traveled
Summary

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
38 5. Vehicle Miles Traveled Summary
How transportation impacts under CEQA are analyzed was changed with Senate Bill (SB) 743. Passage of SB 74
3 removed the use of automobile delay or traffic congestion for determining transportation impacts in environmental review. Instead, the latest CEQA Statute & Guidelines now specify that vehicle miles traveled, or VMT, is the appropriate metric to evaluate transportation impacts on the environment. In short, SB 743 changes the focus of transportation impact analysis in CEQA from measuring impacts to drivers, to measuring the impact of driving.

Background Discussion
To comply with these new rules, the City of Mountain View adopted (June 2020) a set of VMT methods and
procedures that are applied to land use projects in the City and provides additional direction in the Multi-Modal Transportation Analysis Handbook (February 2021). The guidelines specify use of the Santa Clara Countywide VMT Evaluation Tool (SCC VMT Tool) web application to conduct baseline VMT screening and VMT reduction analysis for small to medium size land use projects. Tool is used to perform multiple functions, such as:
• Screening projects from further VMT analysis
• Estimating the project generated VMT rate
• Estimating VMT reductions from TDM strategies
The
types of land use projects addressed by the tool include the following:
• Residential, office, or industrial land uses
• Any of the land uses above in combination with each other • Any of the land uses above combined with local-serving retail space The
SCC VMT Tool uses VMT data produced from the most recent run of the Santa Clara Valley Transportation Authority (VTA)-City/County Association of Governments of San Mateo County (C/CAG) Bi- County Model (“VTA Travel Model”). The SCC VMT Tool is designed to evaluate VMT for a small to medium-sized land use project in a single location.

Overall Approach
The home-based work vehicle miles traveled per employee rate is provided for informational purposes in this
chapter because the City of Mountain View San Antonio Precise Plan Environmental Impact Report (SAPP EIR) (December 2014) already disclosed the potential effects of the project on the natural and human environment. After the certification of the SAPP EIR, the regulatory environment was changed by an update of the California Environmental Quality Act Statues and Guidelines (December 2018) to require the use of VMT to identify potential transportation effects on the natural and human environment. As has Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
39 been the practice for many years, the SAPP EIR already included VMT as an input into the air quality, greenhouse gas analysis and energy sections of the SAPP EIR to disclose the potential effects of the project on the environment. Therefore, the following baseline home-based work VMT per employee screening results from the SCC VMT Tool is presented for informational purposes only.

For this baseline VMT screening assessment, the home-based work VMT per employee is the metric used to determine if the project is in a low VMT generating area and what VMT mitigation measures may be needed. Home-based work VMT per employee is used to evaluate if the VMT rate due to the project is greater than a specified VMT threshold. In this case, the threshold is defined as 15 percent below the nine-Bay Area County home-based work VMT per employee baseline under Existing Conditions. This analysis approach does not evaluate all VMT generated by the project.

A low VMT generating project is defined as one where the home-based work VMT per employee under Existing with Project Conditions is below the VMT impact threshold. The rationale behind a low-VMT generating project is that future employees would generate new VMT, but it would have the net benefit of incrementally reducing the city’s home-based work VMT rate compared to locating the project in another location (area).

Overview of Methods
As a part of this VMT analysis and mitigation process the following steps were taken to establish SB 743 VMT
thresholds:
• Select a VMT calculation tool
◦ Use the VTA Travel Model.
• Select the VMT accounting method(s)
◦ Home-Based Work VMT per Employee: The sum of the “VMT from” and “VMT to” and within the
project site/region under baseline conditions divided by the sum of the employees on the project site/region.
• Calculate the baseline city VMT estimates
◦ The home-based work VMT per employee analysis presented here uses VMT from the home- base
d work trip purpose and light-duty vehicle types (i.e., there is no separation of VMT by land use) for the project site and the Nine-County Bay Area Region. A baseline is set as Existing Conditions home-based work VMT per employee generation rate by the nine-County Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
40 Bay Area Region (see the Project Generated VMT Estimation Method section for detailed descriptions.)
• Set a VMT threshold(s)
◦ The threshold applied to home-based VMT per employee is 15 percent below the Existing Cond
itions for the nine-County Bay Area Region. 3
Home-Based Work VMT Estimation Method
The home-based work VMT metric for the project site is calculated by summing the “VMT from” and “VMT
to” the project site for light-duty vehicles. These calculations are usually performed using outputs from a travel forecasting model. Most travel forecasting models will output information on the project generated VMT associated with the land use in each transportation analysis zone (TAZ); that total is typically as follows:

2 ∗
• Internal-internal (II): The full length of all trips made entirely within the geographic area limits. • Internal-external (IX): The full length of all trips with an origin within the geographic area and dest
ination outside of the area.
• External-internal (XI): The full length of all trips with an origin outside of the geographic area and dest
ination within the area.

The intra-zonal VMT and VMT between traffic analysis zones, or TAZs, that are in the study area causes some double counting, which is an expected result when summing the trip end based VMT. To ensure a VMT rate is expressed properly (i.e., that the numerator and denominator include the generators of both trip ends of the VMT), the home-based work VMT is divided by employees to develop a VMT rate.

VMT Threshold
Project Generated VMT Impact Thresholds and Impact Criteria Per the Policy Implementing the California Environmental Quality (CEQA) to Comply with California Senate Bil
l 743 (SB 743) Regarding the use of Vehicle Miles Traveled (VMT) in Transportation Analysis (May 2020), the City of Mountain View used a threshold of 15 percent below the nine-County Bay Area Region home- based work VMT per employee under Existing Conditions. The Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018) suggests a similar threshold for residential and office/industrial land uses (i.e., 15 percent below VMT in a geographic area).

As shown in Table 4 the threshold applied in this assessment is 15% below the Nine-County Bay Area Region home-based work VMT per employee rate of 15.33 resulting in a home-based work VMT per

3 The City of Mountain View has selected the 15 percent reduction relative to nine-County Bay Area Region based on the OPR Technical Advisory, which states “…OPR recommends that a per capita or per employee VMT that is fifteen percent below that of existing development may be a reasonable threshold.” (Quote from page 10 of the Technical Advisory on Evaluating Transportation Impacts in CEQA, December 2018).

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
41 employee threshold of 13.03. (15.33 x 85% = 13.03). 4 Therefore, the project would cause a potentially sign
ificant home-based work VMT per employee impact if:
• The home-based work VMT per employee for the project is greater than 13.03.

Table 4: VMT Threshold Calculations
Item Home-Based Work VMT per Employee
Home-Based Work VMT per Employee City Baseline Value (A) 15.33 Home-Based Work VMT per Employee Threshold (A*85% = B) 13.03 Note: Rounded VMT rate to the nearest hundredth.

Source: Fehr & Peers.

VMT Estimates
Using the SCC VMT Tool, the home-based work VMT per employee rate for transportation analysis zones (TAZ)
362 for which the project is in is 15.51 (using the TAZ Method and a 2021 baseline for the project site). Figure 9 shows the location of the project relative to these TAZs.

Figure 9: Location of TAZ 362 (TAZ boundary shown in purple and project site in blue.)

4 The Nine-County Bay Area Region home-based work VMT per employee rate of 15.33 extracted from the Santa Clara Valley Transportation Authority travel forecasting model provided in the SCC VMT Tool on August 2, 2021.

TAZ 362
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
42 TAZ 362 is generally bounded by San Antonio Road to the west, California Street to the north, Rengstorff Avenue to the east, and El Camino Real to the south. As shown in Table 5, the project would not be in a low VMT generating area because the project is in a transportation analysis zone (TAZ) with a home- based work VMT per employee rate of 15.51 which is greater than the VMT significance threshold.

Specifically, the VMT per employee would be approximately 19 percent greater than the VMT threshold for home-based work VMT per employee of 13.03. Appendix E presents the SCC VMT Tool report for the project.

Table 5: Home-Based Work VMT Assessment
Item Project Site
(TAZ 362)
Project Site (Using Nine-County Bay Area Region Office Baseline and TAZ Method) Home-Based Work VMT per Employee Threshold 13.03
Home-Based Work VMT per Employee at Project Site 15.51
Baseline VMT Screening Result
Home-Based Work VMT per Employee Threshold (13.03) 15.51 (Baseline Screening Conclusion) Fail
Source: Fehr & Peers, 2021.

VMT Reduction Discussion
To have a less than significant VMT impact under CEQA, the project would need to generate less than

13.03 home-based work VMT per employee. Overall, CAPCOA indicates that projects in suburban areas may be able to achieve up to a 15 percent reduction in VMT. 5 Because the project will likely not be scre
ened out, additional VMT analysis would be needed if the SAPP EIR were not already certified.

Because CEQA encourages the use of previous environmental analysis, this CEQA analysis will rely on the VMT effects of this project disclosed in the air quality, greenhouse gas analysis and energy sections of the SAPP EIR and presents this home-based work VMT per employee baseline screening for informational purposes.

5 The current standard for calculating VMT reduction efficacy from TDM strategies is the California Air Pollution Control Officer Association (CAPCOA) 2010 report, Quantifying Greenhouse Gas Mitigation Measures: A Resource for Local Government to Assess Emissions Reductions from Greenhouse Gas Mitigation Measures (CAPCOA report). This resource evaluates the literature behind several TDM program elements and provides methods for calculating a VMT reduction associated with each.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
43 Motor Vehicle Operations
Analysis

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
44 6. Motor Vehicle Operations and
Project Traffic Forecasting
Methods
This chapter describes the traffic analysis methods and project trip generation estimates used for the oper
ations analysis presented in Chapters 8 and 9.

Traffic Analysis Methods
The operations of roadway facilities are described with the term level of service (LOS), a qualitative desc
ription of vehicular traffic flow based on factors such as speed, travel time, delay, and freedom to maneuver. Six levels are defined from LOS A, which reflects free-flow conditions where there is very little interaction between vehicles, to LOS F, where the vehicle demand exceeds the capacity and high levels of vehicle delay result. LOS E represents “at-capacity” operations. When traffic volumes exceed the capacity at a signalized intersection, vehicles may wait through multiple signal cycles before traveling through the intersection; these operations are designated as LOS F.

Analysis Methods and Thresholds
Signalized Intersections
Analysis Method
The
method described in Chapter 16 of the 2000 Highw ay Capacity Manual (HCM) (Transportation Research Board) was used to prepare the level of service calculations for the study intersections. This level of service method, which is approved by the City of Mountain View and the VTA, analyzes a signalized intersection’s operation based on average control delay per vehicle. Control delay includes the initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. The average control delay is calculated using TRAFFIX 8.0 analysis software and is correlated to a LOS designation as shown in Table 6.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
45 Table 6: Signalized Intersection Level of Service Definitions Level of
Service Description Average Control Delay
per Vehicle (seconds)
A Operations with very low delay occurring with favorable progression and / or short cycle lengths. ≤ 10.0
B+
B
B-
Operations with low delay occurring with good progression and / or short cycle lengths.

10.1 to 12.1

12.1 to 18.0

18.0 to 20.0
C+
C
C-
Operations with average delays resulting from fair progression and / or longer cycle lengths. Individual cycle failures begin to appear.

20.1 to 23.0

23.1 to 32.0

32.0 to 35.0
D+
D
D-
Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, and high volume-to-capacity (V / C) ratios.

Many vehicles stop and individual cycle failures are noticeable.

35.1 to 39.0

39.1 to 51.0

51.1 to 55.0
E+
E
E-
Operations with high delay values indicating poor progression, long cycle lengths, and high V / C ratios. Individual cycle failures are frequent occurrences.

55.1 to 60.0

60.1 to 75.0

75.1 to 80.0
F Operations with delays unacceptable to most drivers occurring due to over- saturation, poor progression, or very long cycle lengths. > 80.0 Source: Traffic Level of Service Analysis Guidelines, VTA Congestion Management Program, June 2003; and Highway Capacity Manual, Transportation Research Board, 2000.

Signalized intersection operations and adverse effects are evaluated based on each jurisdiction’s mini
mum threshold for acceptable operations as shown in Table 7 and the adverse effect thresholds identified in Chapter 9.

Table 7: Signalized Intersection LOS Thresholds for Acceptable Operations Jurisdiction Intersection LOS Standards Citation
City of Mountain View
City of Mountain View all
intersections LOS D; except for:

Downtown Mountain View LOS E
San Antonio Shopping Center LOS E;
CMP facilites LOS E
City of Mountain View 2030 General Plan and
Greenhouse Gas Reduction Program EIR,
page 121 (2011)
Santa Clara County Santa Clara County all
intersections LOS E
Santa Clara County General Plan,
pages F-18 and F-19 (1994)
VTA Congestion
Management Program (CMP) VTA CMP all intersections LOS E1 Santa Clara County Annual Monitoring and Conformance Report, page 9 (2014)
Note:

1. San Antonio Shopping Center includes the CMP facilities of San Antonio Road between El Camino Real and California Street, and El Camino Real between San Antonio Road and Showers Drive, and local streets of California Street between San Antonio Road and Showers Drive, and Showers Drive between California Street and El Camino Real.

Source: Fehr & Peers, August 2021.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
46 Unsignalized Intersections
The operations of the unsignalized intersections were evaluated using the method contained in Chapter 17 o
f the 2000 HCM. LOS ratings for stop-sign-controlled intersections are based on the average control delay expressed in seconds per vehicle. At two-way or side-street-stop controlled intersections, control delay is calculated for each movement, not for the intersection as a whole. For approaches composed of a single lane, the control delay is computed as the average of all movements in that lane. Table 8 summarizes the relationship between delay and LOS for unsignalized intersections.

Table 8: Unsignalized Intersection Level of Service Definitions Level of Service Description Average Control Delay Per
Vehicle (Seconds)
A Little or no delay. ≤ 10.0
B Short traffic delay. 10.1 to 15.0
C Average traffic delays. 15.1 to 25.0
D Long traffic delays. 25.1 to 35.0
E Very long traffic delays. 35.1 to 50.0
F Extreme traffic delays with intersection capacity exceeded. > 50.0 Sources: Highway Capacity Manual, Transportation Research Board, 2000.

The City does not have an adopted LOS policy for unsignalized intersections; however, the City strives to main
tain LOS D, which is a LOS standard that has been used in other traffic studies within the City. For side street stop-controlled intersections, the City determines the need for improvements based on turn movement operations (such as queues overflowing the storage capacity) as well as peak hour traffic signal warrant analyses from the California Manual on Uniform Traffic Control Devices (CA MUTCD). 6 Warran
t 3 – Peak hour vehicle volume
This warrant determines if the minor street traffic suffers undue delay when entering or crossing the major street for a minimum of one hour of an average day. This is based on the major street left-turn volume, the higher-volume minor-street approach volume, and calculated delay for vehicles on the higher-volume minor-street approach.

6 Signal warrant analysis is intended to examine the general correlation between the planned level of future development and the need to install new traffic signals. It estimates future development-generated traffic compared to a sub-set of the standard traffic signal warrants recommended in the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) guidelines. While satisfying one or more of these warrants could justify the installation of a signal at an intersection, this analysis should not serve as the only basis for deciding whether and when to install a signal. To reach such a decision, the full set of warrants should be investigated by an experienced engineer based on field-measured rather than forecast traffic data and a thorough study of traffic and roadway conditions.

Furthermore, the decision to install a signal should not be based solely upon the warrants, since the installation of signals may lead to certain types of collisions.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
47 Freeway Segments
The study area includes several freeway segments. Caltrans is the owner/operator of the State highway syst
em including freeways, interchanges, and arterial State Routes. However, as the Congestion Management Agency, VTA is responsible for monitoring operations on Caltrans facilities within Santa Clara County.

Based on VTA’s Transportation Impact Analysis Guidelines (October 2014), freeway segments should be evaluated if any one of the following conditions are met:
• The proposed development project is expected to add traffic equal to or greater than one percent of the freeway segment’s capacity
• The proposed development project is adjacent to one of the freeway segment’s access or egress points
• Based on engineering judgment, Lead Agency staff determines that the freeway segment should be included in the analysis.

Based on the location of the project, the second and third criteria are not met. Appendix D presents the full results of the freeway screening analysis, which shows that the project will not contribute more than one percent of the freeway mixed-flow or High Occupancy Vehicle (HOV) lanes; therefore, a freeway analysis is not needed.

Project Traffic Volumes
The amount of traffic associated with the project was estimated using a three-step process:

1. Tri
p Generation – The increased number of vehicle that would be entering/existing the project with the increased office building size was estimated.

2. Trip Distribution – The directions that vehicles would use to approach and depart the project site are estimated based on the proximity of complementary land uses and the regional transportation network.

3. Trip Assignment – The number of vehicles that would be generated by the project was then assigned to specific streets and intersection turning movements based on the trip generation and trip distribution.

Each of these steps in the process are described in the following sections.

Vehicle Trip Generation Phase III
The project’s net new trip generation was estimated using the baseline vehicle trip generation rates from the
Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition along with additional mixed
-use and transit trip reductions. The trip reductions applied were for mixed-use development with employment and employee-serving retail (3% reduction from employment component), employment located near a Caltrain station (6%), and provision of a transportation demand management program Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
48 (6.5%). These reductions are documented in Table 1 of the Santa Clara County Valley Transportation Authority (VTA) Transportation Impact Analysis Guidelines.

Table 9 summarizes the trip generation estimates using the ITE trip rates for the proposed project. The proposed project would generate 1,766 daily net new vehicle trips, 137 AM net new vehicle trips (117 inbound and 20 outbound), and 184 PM net new vehicle trips (40 inbound and 144 outbound). The net office trips are shown on line ‘D’.

Table 9: Phase III Trip Generation Using ITE Trip Generation and VTA Trip Reductions ITE#
Land
Use
Type
Method Size Type Weekday
Trips
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
Proposed Development
710 Office Fitted
Curve 169.382 ksf 1,769 186 160 26 188 30 158
820 Retail Average
Rate 12.97 ksf 490 12 7 5 49 24 25
Gross Project Trips (A): 2,259 198 167 31 237 54 183
Office-Retail Mixed-Use Development Reduction
(3% off employment component) (53) (6) (5) (1) (6) (1) (5) Proximity to Caltrain Station Reduction
(6% off employment component) (106) (11) (9) (2) (11) (2) (9) Transportation Demand Management Reduction
(6.5% off employment component) (115) (12) (10) (2) (12) (2) (10) Total VTA TIA Guidelines Reductions (B): (274) (29) (24) (5) (29) (5) (24) Net Project Trips (Driveway Trips) (C=A-B): 1,985 169 143 26 208 49 159 Net Office Trips (Gross Office Trips – B=D) 1,495 157 136 21 159 25 134 Existing To-Be-Demolished Development
710 Office Fitted
Curve 5.008 ksf 58 31 27 4 7 1 6
820 Retail Average
Rate 4.386 ksf 166 4 2 2 17 8 9
Gross Existing Trips (E): 224 35 29 6 24 9 15
Office-Retail Mixed-Use Development Reduction
(3% off employment component) (2) (1) (1) (0) (0) (0) (0) Proximity to Caltrain Station Reduction
(6% off employment component) (3) (2) (2) (0) (0) (0) (0) Total VTA TIA Guidelines Reductions (F): (5) (3) (3) (0) (0) (0) (0) Net Existing Trips (Driveway Trips) (G=E-F): 219 32 26 6 24 9 15 Net New Project Trips (H=C-G): 1,766 137 117 20 184 40 144 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
49 Notes:

1. ITE Trip Generation Manual (10th Edition) provides an average rate and a best fit curve equation for trip generation estimates.

The following fitted curve equations were used for ITE Land Use 710: General Office Building:

Daily: Ln(T)=0.97*Ln(X)+2.50
AM Peak Hour: T=0.94(X)+26.49 (86% in, 14% out)
PM Peak Hour: Ln(T)=0.95*Ln(X)+0.36 (16% in, 84% out)
where T is the number of trips generated and X is the development size in 1,000 square feet

2. ITE Trip Generation Manual (10th Edition) provides an average rate and a best fit curve equation for trip generation estimates.

The following average rates were used for ITE Land Use 820: Shopping Center:

Daily: T=37.75(X)
AM Peak Hour: T=0.94(X) (62% in, 38% out)
PM Peak Hour: T=3.81(X) (48% in, 52% out)
where T is the number of trips generated and X is the development size in 1,000 square feet Source: ITE Trip Generation Manual (10
th Edition); Fehr & Peers, 2021.

Project Trip Targets – Phase II & Phase III
The project’s Conditions of Approval require that the project reduce peak-hour vehicle trips made by empl
oyees by 30 percent through Transportation Demand Management measures, starting from a baseline established in the ITE Trip Generation Manual, 9th Edition for general office building land use (ITE land
use code 710). Consistent with other phases of the San Antonio Village, Table 10 shows the vehicle trip targets calculated using the ITE 9 th Edition general office vehicle trip rates and a 30 percent TDM redu
ction.

Table 10: Phase II + Phase III Trip Targets – ITE 9th Edition with a 30% TDM Reduction Land Use Size Type
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
As-Built Phase II Office1 360.090 ksf 533 469 64 482 82 400 Proposed Phase III Office 169.382 ksf 292 257 35 268 46 222 Gross Office Trips: 825 726 99 750 128 622
Transportation Demand Management Reduction (30%): (248) (218) (30) (225) (38) (187) 9th Edition w/ 30% TDM - Phase II + Phase III Trip Target: 577 508 69 525 90 435 Notes:

1. As-Built Phase II Office square footage as provided by Merlone Geier.

2. ITE Trip Generation Manual (9th Edition) provides an average rate and a best fit curve equation for trip generation estimates.

The following fitted curve equations were used for ITE Land Use 710: General Office Building:

Daily: Ln(T)=0.76*Ln(X)+3.68
AM Peak Hour: Ln(T)=0.80*Ln(X)+1.57 (88% in, 12% out)
PM Peak Hour: T=1.12*(X)+78.45 (17% in, 83% out)
where T is the number of trips generated and X is the development size in 1,000 square feet Source: ITE Trip Generation Manual (9
th Edition); Fehr & Peers, 2021.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
50 Since the baseline using the 9th Edition was established, ITE has released the 10 th Edition of the Trip Generation Manual (the edition used to calculate the project’s net new trip generation above). The updated Trip Generation Manual removed outdated data and included new more recent data for office uses. As a result, the average and fitted curves rates for the general office building land use presented in Trip Generation Manual, 10th Edition yield trip generation estimates that are approximately 30 percent lowe
r than those presented in Trip Generation Manual, 9th Edition.

Tabl
e 11 shows the Phase II and III trip targets calculated by applying a 30 percent TDM reduction to the 10th Edition office trip rates. Tabl e 11 also compares this new trip target calculation to the results from the 9th Edition office trip rates in Tab le 10. The results show that applying a 30 percent TDM reduction to the 10th Edition office trip rates results in an additional 20 to 35 percent reduction in the office trip targets from
the 9th Edition office rates with a 30% TDM reduction.

Table 11: Phase II + Phase III Trip Targets – 10th Edition with a 30% TDM Reduction Land Use Size Type
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
As-Built Phase II Office1 360.090 ksf 365 314 51 385 62 323 Proposed Phase III Office 169.382 ksf 186 160 26 188 30 158 Gross Office Trips: 551 474 77 573 92 481
Transportation Demand Management Reduction (30%): (165) (142) (23) (172) (28) (144) 10th Edition w/ 30% TDM - Phase II + Phase III Trip Target: 386 332 54 401 64 337 Difference From ITE 9th Edition Trip Target (Table 10)2: -191 -176 -15 -124 -26 -98 Percent Difference3: -33% -35% -22% -24% -29% -23%
Notes:

1. As-Built Phase II Office square footage as provided by Merlone Geier.

2. Difference is shown as the Phase II + Phase III Trip Targets calculated using the 9th Edition equations calculated in Table 10 subtracted from the Phase II + Phase III Trip Targets calculated in this table.

3. Percent difference is the additional reduction from the 9th Edition office trip rates with a 30 percent TDM reduction and the 10th Edition office trip rates with a 30 percent TDM reduction.

4. ITE Trip Generation Manual (10th Edition) provides an average rate and a best fit curve equation for trip generation estimates.

The following fitted curve equations were used for ITE Land Use 710: General Office Building:

Based on discussions with City staff, the baseline has been revised to incorporate data presented in the ITE Tr
ip Generation Manual, 10th Edition for general office building land use (ITE land use code 710). Since the
10th Edition are lower than the 9th Edition rates, the project’s trip target has been revised from a 30 perc
ent reduction through TDM to a 6.5 percent TDM reduction consistent VTA’s TIA Guidelines.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
51 San Antonio Center Phase II and Phase III share common access points and parking; therefore, the trip target for both phases are calculated together. Table 12 presents the estimated trip generation for Phase II and Phase III of San Antonio Center that will be used as the trip target for future TDM monitoring. Phase II and Phase III must generate fewer than 515 AM net new vehicle trips, and 536 PM net new vehicle trips.

The project’s TDM plan establishes monitoring methods to ensure that the project meets this threshold.

Table 12: Phase II + Phase III Trip Targets – 10th Edition with 6.5% VTA TDM Reduction Land Use Size Type
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
As-Built Phase II Office1 360.090 ksf 365 314 51 385 62 323 Proposed Phase III Office 169.382 ksf 186 160 26 188 30 158 Gross Office Trips: 551 474 77 573 92 481
Transportation Demand Management Reduction (6.5%): (36) (31) (5) (37) (6) (31) 10th Edition w/ 6.5% TDM - Phase II + Phase III Trip Target: 515 443 72 536 86 450 Notes:

1. As-Built Phase II Office square footage as provided by Merlone Geier.

2. ITE Trip Generation Manual (10th Edition) provides an average rate and a best fit curve equation for trip generation estimates.

The following fitted curve equations were used for ITE Land Use 710: General Office Building:

To a
ssist the City with the selection of the project trip target, Table 13 compares the three Phase II and III trip target options discussed above against the 9 th Edition office trip rates. The 9th Edition office trip rates with
a 30% TDM reduction (trip targets in Table 10) are similar to the 10th Edition office trip rates with a

6.5%
TDM reduction (trip targets in Table 12). The 10th Edition office trip rates with 30% TDM reduction is over
45 to 54 percent less than the 9th Edition office trip rates, which is approximately double the original 30%
TDM reduction goal.

Table 13: San Antonio Village Phase II + Phase III – Trip Target Comparison Rate Assumptions Applied TDM
Reduction
Reduction over
ITE 9th Edition
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
ITE 9th Edition 0% 0% 825 726 99 750 128 622
ITE 9th Edition w/ 30% 30% 30% 577 508 69 525 90 435
ITE 10th Edition w/ 30% 30% 45 – 54% 386 332 54 401 64 337 ITE 10th Edition w/ VTA 6.5% 27 – 39% 515 443 72 536 86 450 Source: Fehr & Peers, 2021.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
52 Vehicle Trip Distribution
The directions of approach and departure of project trips were based on the locations of complementary land
uses as well as existing and future travel patterns in the area. Table 14 shows the distribution of project traffic along the roadway network. Figure 10 shows the trip distribution for each relevant segment in the roadway network.

Table 14: Trip Distribution
Destination Trip Distribution (%)
US 101 south of Rengstorff Avenue 20
US 101 north of San Antonio Road 15
El Camino Real west of Arastradero Road-Charleston Road 15 El Camino Real east of Rengstorff Avenue 12
Alma Street west of San Antonio Road 10
Central Expressway east of Rengstorff Avenue 10
Middlefield Road west of Charleston Road 5
Middlefield Road east of Rengstorff Avenue 5
San Antonio Road south of El Camino Real 5
Arastradero Road south of El Camino Real 3
Total 100
Source: Fehr & Peers, 2021.

Vehicle Trip Assignment
The project trips were assigned to the roadway system based on the directions of approach and departure disc
ussed above. Figure 11 shows the project trips assigned to each turning movement by intersection.

The corresponding project trip assignment was added to the existing volumes to represent Existing with Project Conditions and Background with Project Conditions. Volumes for Existing with Project Conditions and Background with Project Conditions are presented in Figure 12 and Figure 14, respectively.

Attachment 1
3%
5%
10%
12%
5%
15%
5%
20%
10%
15%
Shoreline
at Mtn.

View Park
Baylands
Preserve Don
Edwards
NWR

LOS AL TOS

MOUNT AIN VIEW

P ALO AL T O
101
SanAntonioRd
d v l B e n i l e r o h S N
E Charleston Rd
Louis Rd
Louis Rd
Alma St
California St
BayshorePkwy
SShorelineBlvd
Alma St
Arastradero Rd
SanAntonioRd
E Meadow Dr
ShowersDr
y W n a i b a F
NShorelineBlvd
Charleston Rd
W Middle eldRd
W
ElCaminoReal
Amphitheatre Pkwy
W Charleston Rd
Loma Verde Ave
LosAltosAve
·82
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\ADOBE\Fig10_Trip_Distribution.ai Trip Distribution
Project Site
Trip Distribution
City Boundaries
Figure 10
0 0.25 0.5
Miles
Attachment 1
Figure 11
Project Trip Assignment
5 (36)
29 (10)

9. San Antonio Rd/Nita Ave
5 (33)
11 (79)
73 (25) 3 (1)

10. San Antonio Rd/California St
4 (32)
3 (1)

11. Pacchetti Way/California St
4 (27)
1 (4)
3 (1)

12. Showers Dr/California St
3 (23)
1 (4)
3 (1)

13. Ortega Ave/California St
2 (14)
1 (9)
3 (1)

14. Rengstorff Ave/California St
2 (14)
2 (14)
2 (14)
23 (8)
9 (3)
3 (1)

15. Rengstorff Ave/Central Expy
1 (7)
3 (22)
1 (7)
6 (2)
18 (6) 6 (2)

1. Arastradero Rd-Charleston Rd/El Camino Real
21 (7)
4 (26)

2. Del Medio Ave/El Camino Real
6 (2)
21 (7)
4 (26)
1 (7) 14 (5)

3. San Antonio Rd/El Camino Real
1 (4) 14 (5)

4. Showers Dr/El Camino Real
1 (4)
1 (4) 14 (5)

5. Ortega Ave/El Camino Real
1 (9)
1 (9) 14 (5)

6. Rengstorff Ave/El Camino Real
41 (14)
5 (33)
3 (1)

7. San Antonio Rd/Fayette Dr
44 (15)
8 (34)

17. San Antonio Rd/Charleston Rd
44 (15)
8 (34) 16 (112)

18. San Antonio Rd/Project Driveway
4 (32)
73 (25)
3 (1)

19. Project Driveway/California St
Charleston Rd
San Antonio Rd
Project Driveway
San Antonio Rd
California St
Project Driveway
STOP
c
c
f
c
f
f
f
c
STOP
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
55 7. SAPP Consistency Evaluation
The 2014 SAPP EIR Transportation and Circulation section describes the existing transportation services and
facilities on or near the project site, including the roadway system (including signalized intersections, unsignalized intersections, and freeway segments), bus and rail service, bicycle facilities, and pedestrian facilities. The EIR presents the results of the evaluation of the Precise Plan’s effect on those facilities and services for two scenarios: Existing (2013) plus Project Conditions and Cumulative (2030) plus Project Conditions.

The transportation analysis that was prepared for the Precise Plan followed the guidelines of the City of Mountain View (City) and the Santa Clara Valley Transportation Authority (VTA), which acts as the Congestion Management Agency (CMA) for Santa Clara County (County). Potential transportation impacts were evaluated using the standards, methods, and significance criteria of these agencies. Mitigation measures for identified significant impacts were identified where such measures were available and feasible. Since the San Antonio Precise Plan EIR was certified in 2014, pre-SB 743, the transportation impacts evaluation at that time included level of service (LOS) and not vehicle miles traveled (VMT), as was required starting in 2020. The 2014 SAPP EIR included the San Antonio Village project.

Consistency Evaluation
To determine consistency with the SAPP EIR, a trip generation analysis and baseline data comparison was cond
ucted as described below.
• Trip Generation Comparison: To s how that the project is within the total number of trips studied in the SAPP EIR, the trip generation for all constructed San Antonio Village II development plus the net new Phase II project trips were compared to the total trip generation estimates used in the San Antonio Precise Plan Traffic Impact Analysis (2014). This trip generation comparison is used to determine if the off-site transportation improvements required in the SAPP EIR Mitigation Monitoring Report Program are still applicable. • Baseline Conditions Comparison: To s
how that this project’s baseline conditions (reflecting traffic patterns in October and November 2019) are within the range of forecasted conditions studied in the SAPP EIR, traffic volumes under Existing Conditions were compared to volumes for the EIR’s baseline conditions (i.e., Existing Conditions) and forecasted scenarios (i.e., Cumulative Conditions). This volume comparison is used to determine if additional transportation analysis is needed because of any changes in background traffic conditions.

Trip Generation Comparison to San Antonio Precise Plan
The 2014 San Antonio Precise Plan TIA evaluated the effect of adding 2,026 net new AM peak hour vehicle trip
s and 3,643 net new PM peak hour vehicle trips. Additionally, the approved projects and constructed projects within the San Antonio Precise Plan area generate a total of 1,334 AM peak hour vehicle trips and Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
56 1,968 PM peak hour vehicle trips. (A summary of the projects considered and trip generation by project is presented in Appendix E.) Table 15 below presents the sum of the trip generation estimates for the approved projects and constructed projects within the San Antonio Precise Plan area, the proposed project (San Antonio Center Phase III) trip generation estimates, and the difference between those trips and the net new trips studied under the 2014 San Antonio Precise Plan TIA. Altogether, the approved and constructed projects plus the proposed project (San Antonio Center Phase III) would generate 555 fewer AM peak hour trips and 1,491 fewer PM peak hour trips than the trip generation evaluated in the San Antonio Precise Plan TIA.

Therefore, the traffic-related impacts for SAPP development as construction (including the proposed project) would be less than those identified in the 2014 San Antonio Village TIA and the SAPP EIR.

Table 15: San Antonio Precise Plan Trip Generation Comparison Trip Generation Estimates
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
San Antonio Precise Plan Trips Studied1 (A): 2,026 1,232 794 3,643 1,621 2,022 Net New Project Trip Generation
(San Antonio Village Phase III)2 (B): 137 117 20 184 40 144 Background Trip Generation (Approved & Constructed
Projects in the San Antonio Precise Plan Area)3 (C): 1,334 495 839 1,968 1,073 895 Net Difference (D=A-B-C): 555 620 -65 1,491 508 983
Note:

1. From the San Antonio Precise Plan Traffic Impact Analysis (2014).

2. From Table 9: Phase III Trip Generation Using ITE Trip Generation and VTA Trip Reductions of this report.

3. From the Mountain View Active Projects Lists between 2014 and 2021. A full list of projects included in this estimate is presented in Appendix E.

Source: City of Mountain View.

Baseline Condition Comparison
The AM and PM peak hour volumes used for Existing Conditions analysis in this report were compared to the
baseline volumes and Cumulative forecasts (2030 volumes) from the 2014 San Antonio Village TIA to determine if the more recent counts (representing traffic patterns in October and November 2019) are consistent with the vehicle volumes studied in the EIR. This count comparison was conducted at the following intersections near or adjacent to the project site:
• El Camino Real and Arastradero Road-Charleston Road
• El Camino Real and Del Medio Avenue
• El Camino Real and San Antonio Road
• El Camino Real and Showers Drive
• El Camino Real and Ortega Avenue
• El Camino Real and Rengstorff Avenue
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
57 • California Street and San Antonio Road
• California Street and Pacchetti Way
• California Street and Showers Drive
• California Street and Ortega Avenue
• California Street and Rengstorff Avenue
• Central Expressway and Rengstorff Avenue
• Middlefield Road and San Antonio Road
• Charleston Road and San Antonio Road
The
counts were compared on a turn-by-turn and total intersection basis (see Appendix E). The turn-by- turn comparison shows some variation; however, the turning movements that exhibit the greatest percentage variation are movements with low numbers of vehicles and the differences in terms of numbers of vehicles are nominal. The more aggregated comparisons at the intersection level shows that the Cumulative (2030) volumes used in the EIR are on average higher than the recent counts. Therefore, the updated information about background traffic conditions does not affect the current utility of the analysis or the significance determinations in the EIR. The traffic analysis in the EIR remains adequate, and no additional analysis is needed.

Conclusion
Based on an examination of the analysis, findings, and conclusions of the SAPP EIR, implementation of the proje
ct as proposed would not substantially increase the severity of significant impacts identified in the SAPP EIR, nor would it result in new significant impacts related to traffic that were not identified in the SAPP EIR. Mitigation measures TRANS-1, AIR-1, NOISE-1, UTL-1, UTL-2, and UTL-3 would be applicable to and would be implemented by Phase III as necessary. These mitigation measures would ensure that impacts related to traffic would be equal to, or less severe than, those previously identified and disclosed in the EIR. These measures are included below for reference:
• TRANS-1: Add
a right turn overlap phase at Intersection #17, San Antonio Road/California Avenue for the westbound right turn movement, or comparable improvement to maintain acceptable intersection LOS.
• AIR-1: All new development projects, associated with implementation of the SA Precise Plan, which include buildings within 1,000 feet of a residential dwelling unit shall conduct a construction health risk assessment to assess emissions from all construction equipment during each phase of construction prior to issuance of building permits. Equipment usage shall be modified as necessary to ensure that equipment use would not result in a carcinogenic health risk of more than 10 in 1 million, an increased non-cancer risk of greater than 1.0 on the hazard index (chronic or acute), or an annual average ambient PM 2.5 increase greater than 0.3 µg/m3. • NOISE-1: The following language shall be included as a Condition of Approval for new project associated with implementation of the SA Precise Plan:

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
58 ◦ In the event that pile driving would be required for any proposed project within the SA Prec
ise Plan area, all residents within 300 feet of the project site shall be notified of the schedule for its use a minimum of one week prior to its commencement. The contractor shall implement “quiet” pile driving technology (such as pre-drilling of piles, the use of more than one pile driver to shorten the total pile driving duration, or the use of portable acoustical barriers) where feasible, in consideration of geotechnical and structural requirements and conditions.
◦ To the extent feasible, the project contractor shall phase high-vibration generating cons
truction activities, such as pile-driving/ground-impacting operations, so they do not occur in the same period with demolition and excavation activities in locations where the combined vibrations would potentially impact sensitive areas. ◦ The project contractor shall select demolition methods not involving impact, where possible (for
example, milling generates lower vibration levels than excavation using clam shell or chisel drops).
◦ The project contractor shall avoid using vibratory rollers and packers near sensitive areas wher
ever possible.
• UTL-1: As private properties within the Plan area are developed, project-specific capacity and condition analyses of applicable water infrastructure adjacent and downstream of the project sites shall be performed to identify any impacts to the water system. As a condition of approval and prior to issuance of grading and/or building permits, the Public Works Department will determine and assign responsibility to project applicants for upgrades and improvements to the City’s water infrastructure, as necessary.
• UTL-2: As private properties within the Plan area are developed, project-specific capacity and condition analyses of applicable wastewater infrastructure adjacent and downstream of the project sites shall be performed to identify any impacts to the wastewater system. As a condition of approval and prior to issuance of grading and/or building permits, the Public Works Department will determine and assign responsibility to project applicants for upgrades and improvements to the City’s wastewater infrastructure, as necessary. • UTL-3: As private properties within the Plan area are developed, project-specific analyses o stormwater infrastructure adjacent and downstream of the project sites shall be performed to identify any impacts to the system. As a condition of approval and prior to issuance of grading and/or building permits, the Public Works Department will determine and assign responsibility to project applicants for upgrades and improvements to the City’s stormwater infrastructure, as necessary.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
59 8. Existing with Project Conditions
This chapter presents the effects of the proposed project on the surrounding roadway system under Exist
ing with Project Conditions. Existing with Project Conditions are defined as Existing Conditions plus net-new traffic generated by the proposed project. Project effects on intersection and freeway segments under this scenario are identified by comparing the level of service results under Existing with Project Conditions to those under Existing Conditions.

Existing with Project Intersection Analysis
Level of service calculations were prepared using the TRAFFIX 8.0 software to evaluate signalized inte
rsection operations under Existing with Project Conditions. The intersection volumes including the existing volumes on Figure 7 are shown on Figure 12 and results of the LOS analysis are summarized in Table 16. The corresponding LOS calculation sheets are included in Appendix C.

The results for Existing Conditions are included in Table 16 for comparison purposes, along with the projected increases in critical delay and critical volume-to-capacity (V/C) ratios between the Existing without and with Project Conditions. Critical delay represents the delay associated with the critical movements of the intersection, or the movements that require the most “green time” and have the greatest effect on overall intersection operations. At some intersections, the critical delay is higher than the average delay. This generally occurs when the minor approaches contribute higher delay than the major approaches. Additionally, some intersections operate with less delay under Existing with Project Conditions compared to Existing Conditions. This can occur when the project adds traffic to underutilized movements, thereby increasing the proportion of intersection trips with lower-than-average delay.

The results of the LOS calculations indicate all the study area intersections will operate at acceptable levels of service under Existing with Project Conditions.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
60 Table 16: Existing and Existing with Project Intersection Levels of Service Intersection LOS Thres-
hold1
Peak
Hour2
Existing
Conditions3 Existing with Project Conditions
Delay4 LOS5 Delay4 LOS5 Δ in Crit.

V/C6
Δ in Crit.

Delay7
1 El Camino Real and
Arastradero Road-
Charleston Road (PA)*

LOS E AM
PM

33.8 40.9
C-
D

0.001

0.005

0.0 0.1
2 El Camino Real and
Del Medio Avenue (MV) LOS D AM
PM

20.2 13.2
C+
B

20.2 13.1
C+
B

0.001

0.0 0.0
3 El Camino Real and
San Antonio Road (MV)*, ** LOS E AM
PM

33.1 51.6
C-
D-

33.3 51.6
C-
D-

0.012

0.001

0.4 0.0
4 El Camino Real and
Showers Drive (MV)** LOS E AM
PM

23.1 26.8
C
C

23.1 26.9
C
C

0.003

0.002
-0.1

0.1 5 El Camino Real and
Ortega Avenue (MV) LOS D AM
PM

15.9 12.4
B
B

15.9 12.6
B
B

0.003

0.0 0.2
6 El Camino Real and
Rengstorff Avenue (MV)* LOS E AM
PM

17.2 29.4
B
C

17.2 29.7
B
C

0.003

0.004

0.0 0.3
7 Fayette Drive and
San Antonio Road (MV)** LOS E AM
PM

15.6 19.9
B
B-

15.5 20.6
B
C+

0.001

0.036

0.0 4.4
8 Miller Avenue and
San Antonio Road5 (MV)** LOS E AM
PM

11.6 11.5
B
B

11.7 11.6
B
B N/A
8 N/A 8
9 Nita Avenue and
San Antonio Road (PA) LOS D AM
PM

8.7 4.8
A
A

0.001

0.010

0.0 0.0
10 California Street and
San Antonio Road (MV)** LOS E AM
PM

31.2 57.7
C
E+

31.9 60.8
C
E

0.003

0.025

0.1 6.0
11 California Street and
Pacchetti Way (MV)** LOS E AM
PM

25.2 24.5
C
C

25.0 24.3
C
C

0.002

0.019
-0.1

0.0 12 California Street and
Showers Drive (MV)** LOS E AM
PM

31.1 31.8
C
C

31.1 31.7
C
C

0.002

0.010

0.0 -0.2
13 California Street and
Ortega Avenue (MV) LOS D AM
PM

26.1 19.5
C
B-

26.1 19.2
C
B-

0.001

0.008
-0.1
-0.3
14 California Street and
Rengstorff Avenue (MV) LOS D AM
PM

31.2 34.2
C
C-

31.2 34.4
C
C-

0.002

0.009

0.1 0.3
15 Central Expressway and
Rengstorff Avenue (SCC) LOS E AM
PM

29.8 67.2
C
E

30.0 69.6
C
E

0.005

0.012

0.1 4.8
16 Middlefield Road and
San Antonio Road (PA)* LOS E AM
PM

51.4 55.0
D-
E+

53.3 56.5
D-
E+

0.009

0.011

2.7 2.7
17 Charleston Road and
San Antonio Road (PA)* LOS E AM
PM

34.0 48.1
C-
D

34.0 48.9
C-
D

0.000

0.007

0.0 1.4
18 Project Driveway and
San Antonio Road (MV)** LOS E AM
PM

10.6 11.9
B
B

10.9 13.9
B
B N/A
8 N/A 8
19 Project Driveway and
California Street (MV)** LOS E AM
PM

9.7 11.6
A
B

10.0 12.2
B
B N/A8 N/A 8
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
61 Notes:

Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates an adverse effect.

PA =
Palo Alto; MV = Mountain View; SCC = Santa Clara County; * = Congestion Management Program Intersection; and ** = San Antonio Center Planning Area Intersection.

1. LOS Threshold is the threshold between acceptable and unacceptable level of service.

2. AM = morning peak hour, PM = evening peak hour.

3. Existing Conditions presents the delay and LOS for intersections using existing intersection geometry and existing traffic counts.

4. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. For side-street stop-controlled intersections total delay for the worst approach is reported.

5. LOS = Level of Service. LOS calculations conducted using the TRAFFIX 8.0 analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual.

6. Change in critical volume to capacity ratio between Existing Conditions and Existing with Project Conditions.

7. Change in average critical movement delay between Existing Conditions and Existing with Project Conditions.

8. Change in critical v/c and change in critical delay are not applicable for an unsignalized intersection (#8) or the right-in- right-out driveways (#18 and #19).

Source: Fehr & Peers, 2021.

Signal Warrant Analysis
There are three intersections that were considered to side street stop sign controlled locations. If an unsi
gnalized intersection operates at an unacceptable level of service, a signal warrant analysis is required to determine if the location should be signalized. However, peak hour traffic signal warrant analyses were not required at Intersection #8 (Miller Avenue and San Antonio Road) because this stop-sign controlled intersections operate acceptably, nor at study intersection #18 (Project Driveway and San Antonio Road) or study intersection #19 (Project Driveway and California Street) are right-in-right-out driveways.

Attachment 1
Figure X
Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Project Conditions
1,418 (1,671)
35 (61)
1,587 (1,773)
230 (88) 70 (55)

9. San Antonio Rd/Nita Ave
55 (73)
913 (1,311)
68 (96)
289 (227)
68 (106)
26 (25)
145 (234)
1,141 (1,157)
413 (638)
377 (591)
61 (71)
104 (77)

10. San Antonio Rd/California St
77 (209)
9 (10)
11 (40)
39 (20)
249 (550)
127 (236)
90 (80)
9 (7)
13 (7)
6 (5)
373 (456)
13 (38)

11. Pacchetti Way/California St
110 (163)
53 (46)
75 (239)
17 (20)
203 (430)
65 (114)
59 (55)
90 (71)
28 (85)
28 (28)
296 (323)
151 (173)

12. Showers Dr/California St
57 (35)
64 (27)
50 (70)
7 (13)
273 (753)
54 (74)
26 (22)
61 (30)
68 (60)
48 (55)
415 (472)
22 (33)

13. Ortega Ave/California St
44 (45)
372 (485)
33 (63)
155 (316)
250 (476)
71 (94)
200 (235)
385 (500)
173 (229)
204 (134)
272 (302)
39 (40)

14. Rengstorff Ave/California St
180 (113)
552 (635)
99 (251)
66 (172)
458 (1,139)
112 (163)
102 (98)
429 (603)
63 (103)
175 (158)
1,273 (669)
273 (270)

15. Rengstorff Ave/Central Expy
371 (239)
917 (1,129)
387 (397)
72 (113)
370 (480)
300 (283)
81 (110)
1,023 (1,168)
118 (214)
129 (133)
569 (335)
501 (454)

16. San Antonio Rd/Middlefield Rd
Nita Ave
San Antonio Rd
California St
San Antonio Rd
California St
Pacchetti Way
California St
Showers Dr
California St
Ortega Ave
California St
Rengstorff Ave
Central Expy
Rengstorff Ave
Middlefield Rd
San Antonio Rd
175 (148)
359 (470)
177 (462)
140 (194)
622 (1,160)
177 (181)
213 (176)
543 (319)
98 (159)
155 (189)
954 (905)
352 (276)

1. Arastradero Rd-Charleston Rd/El Camino Real
0 (0)
0 (2)
0 (0)
121 (113)
783 (1,637)
0 (2) 186 (95)
0 (0)
59 (46)
121 (133)
1,169 (1,165)
63 (91)

2. Del Medio Ave/El Camino Real
199 (179)
637 (689)
70 (88)
262 (427)
594 (1,179)
149 (203)
171 (192)
676 (620)
247 (364)
213 (227)
968 (923)
366 (402)

3. San Antonio Rd/El Camino Real
15 (63)
11 (15)
17 (73)
213 (320)
832 (1,489)
81 (100)
129 (176)
18 (37)
141 (268)
182 (216)
1,245 (1,135)
53 (101)

4. Showers Dr/El Camino Real
2 (5)
0 (3)
0 (3)
4 (71)
952 (1,802)
31 (0)
66 (55)
0 (3)
122 (79)
145 (113)
1,455 (1,275)
26 (12)

5. Ortega Ave/El Camino Real
0 (3)
0 (0)
0 (0)
55 (196)
1,065 (1,651)
0 (0) 182 (136)
2 (0)
360 (373)
156 (0)
1,589 (1,651)
52 (196)

6. Rengstorff Ave/El Camino Real
29 (48)
858 (969)
31 (70)
33 (55)
26 (28)
37 (37)
31 (35)
1,140 (1,037)
106 (185)
52 (86)
6 (23)
42 (61)

7. San Antonio Rd/Fayette Dr
986 (1,356)
28 (35)
46 (71)
1,257 (1,181)

8. San Antonio Rd/Miller Ave
El Camino Real
Arastradero Rd-Charleston Rd
El Camino Real
Del Medio Ave
El Camino Real
San Antonio Rd
El Camino Real
Showers Dr
El Camino Real
Ortega Ave
El Camino Real
Rengstorff Ave
Fayette Dr
San Antonio Rd
Miller Ave
San Antonio Rd
STOP
ccf
acc
f
acccf
acf
aacce
acf
ae
acf
ae
ace
acf
ace
acf
ace
ae
ace
ae
accf
ace
ace
ace
ace
aace
ace
ace
accf
aace
accf
aaccf
ace
accf
acccf
ace
aacccf
d
acce
ae
acce
aace
aacce
aaccf
aacce
bf
acce
abf
acce
d
acce
d
acce
d
aacce
abf
acce
acce
ae
aacce
abf
ccc
f
cce
12 Attachment 1
Figure X
Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Project Conditions
234 (110)
737 (791)
123 (199)
258 (254)
813 (876)
52 (43)
1,356 (689)
1,131 (1,171)
280 (495)
134 (226)
186 (246)
57 (113)

17. San Antonio Rd/Charleston Rd
1,020 (1,368)
44 (15)
1,276 (1,292) 16 (112)

18. San Antonio Rd/Project Driveway
4 (32)
476 (815)
73 (25)
542 (739)

19. Project Driveway/California St
Charleston Rd
San Antonio Rd
Project Driveway
San Antonio Rd
California St
Project Driveway
STOP
aace
ace
accef
ace
ccce
ccc
f
f
ce
cc
STOP
12 Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
63 Existing with Project Freeway Segment Analysis
Table 17: AM a nd PM Freeway LOS presents the results of the freeway screening analysis. In addition to presenting the capacity and LOS of each freeway segment within the project area, this analysis shows that the project is not expected to increase the traffic demand on any freeway segment by one percent or more, screening out any further freeway analysis.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
64 Table 17: AM and PM Freeway LOS
Facility Direction From To
Number of Lanes LOS Capacity Project Trips1
Total Mixed HOV Mixed HOV Mixed HOV Mixed HOV
2018 Freeway LOS AM
US 101 SB Oregon
Expy
San Antonio
Rd 5 3 2 D A 6,900 3,300 18 3
US 101 SB San Antonio
Rd
Rengstorff
Ave 5 3 2 E A 6,900 3,300 2 0
US 101 SB Rengstorff
Ave
Shoreline
Blvd 5 3 2 D C 6,900 3,300 3 1
US 101 SB Shoreline
Blvd SR 85 4 3 1 E A 6,900 1,650 3 1
US 101 NB SR 85 Shoreline
Blvd 6 4 2 F E 9,200 3,300 24 4
US 101 NB Shoreline
Blvd
Rengstorff
Ave 6 4 2 F D 9,200 3,300 24 4
US 101 NB Rengstorff
Ave
San Antonio
Rd 5 3 2 E D 6,900 3,300 12 2
US 101 NB San Antonio
Rd
Oregon
Expy 5 3 2 F E 6,900 3,300 3 0
2018 Freeway LOS PM
US 101 SB Oregon
Expy
San Antonio
Rd 5 3 2 F D 6,900 3,300 5 1
US 101 SB San Antonio
Rd
Rengstorff
Ave 5 3 2 F D 6,900 3,300 12 2
US 101 SB Rengstorff
Ave
Shoreline
Blvd 5 3 2 F D 6,900 3,300 24 4
US 101 SB Shoreline
Blvd SR 85 4 3 1 F E 6,900 1,650 24 4
US 101 NB SR 85 Shoreline
Blvd 6 4 2 F D 9,200 3,300 7 1
US 101 NB Shoreline
Blvd
Rengstorff
Ave 6 4 2 F D 9,200 3,300 7 1
US 101 NB Rengstorff
Ave
San Antonio
Rd 5 3 2 F D 6,900 3,300 3 1
US 101 NB San Antonio
Rd
Oregon
Expy 5 3 2 F F 6,900 3,300 18 3
Notes:

1. All project trips reported for these freeway segments do not add more than 1% of traffic demand to that segment.

Sources: VTA CMP Data, 2018; Fehr and Peers, 2021.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
65 9. Background and Background with
Project Conditions
This chapter presents the transportation analysis under Background Conditions and Background with Proje
ct Conditions. Background Conditions are defined as conditions prior to completion and occupancy of the project. Traffic volumes for Background Conditions are based on existing volumes and approved but not yet constructed and/or occupied developments in the area. Background with Project Conditions are defined as Background Conditions plus the net-added project traffic.

Background Conditions Roadway Infrastructure Improvements There are no planned transportation improvements within the study area that would affect the geometries at t
he study intersections; therefore, the intersection geometries are assumed to be the same as presented in Existing Conditions.

Background Conditions Traffic Volumes
Information about these development projects was obtained from the planning departments of the City of M
ountain View, City of Palo Alto, and City of Los Altos. Based on that information, the following development projects have been included in this Background scenario and their trip generation is presented in Appendix F:

City of Mountain View Background Development Projects (as of June 2021) • 2300 West El Camino Real (153 room hotel)
• 1958 Latham Street (6 rowhouse units)
• 2700 West El Camino Real (211 apartment units and 2,000 sq. ft. commercial) • 250 San Antonio Circle (3,350 sq. ft. community classroom) • 2580 and 2590 California Street/201 San Antonio Circle (632 residential units and 20,000 sq. ft. c
ommercial)
• 315 and 319 Sierra Vista Avenue (15 rowhouse units)
• 1998-2024 Montecito Avenue (17 condominium units)
• 1950 Montecito Avenue (33 rowhouse units)
• 2044 and 2054 Montecito Avenue (52 rowhouse units)
• 410-414 Sierra Vista Avenue (14 rowhouse units)
• 2005 Rock Street (55 rowhouse units)
• 2310 Rock Street (55 rowhouse units)
• 1555 West Middlefield Road (115 rowhouse units)
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
66 • 828 and 836 Sierra Vista Avenue (20 rowhouse units) • 851-853 Sierra Vista Avenue (9 rowhouse units)
• 858 Sierra Vista Avenue (4 residential units)
• 2019 Leghorn Street (12,050 sq. ft. office)
• 2645 & 2655 Fayette Drive (44-unit condominium complex) City
of Palo Alto Background Development Projects
• 4256 El Camino Real (96 room hotel)
• 3406 Hillview Avenue (82,030 office and R&D)
• 3215 Porter Drive (20,833 sq. ft. office)
• 788 San Antonio Avenue (102 residential units and 1,803 sq. ft. retail) • 1451-1601 California Avenue (180 residential units)
• 380 Cambridge Avenue (35,00 sq. ft. commercial)
• 180 El Camino Real (107,214 sq. ft. retail)
• 620 Emerson Street (2,756 sq. ft. restaurant)
City
of Los Altos Background Development Projects
• 962 Acacia Avenue (600 sq. ft. commercial and 2 condominium units) • 4856 El Camino Real (52 residential units)
• 425 First Street (20 residential units)
• 5150 El Camino Real (24 townhouse units and 172 condominium units) • 4898 El Camino Real (28 residential units)
• 444-450 First Street (27 residential units)
• 385, 387, and 389 First Street (2,800 sq. ft. office and 10 residential units) • 4880 El Camino Real (21 residential units)
• 97 Hillview Avenue (24,500 sq. ft. community center)
• 517 Tyndall Street (3 townhouse units)
• 170 State Street (16,505 sq. ft. restaurant and 16,495 sq. ft. office) Traf
fic estimates for the development projects that would add traffic to the study intersections were estimated based on trip generation rates published in the ITE Trip Generation Manual (10th Edition).

Vehi
cle trips for each of the background projects were then assigned to the roadway network based on population, employment data, and existing and estimated future travel patterns.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
67 Intersection Analysis
Level of service calculations were prepared to evaluate intersection operations under Background and Back
ground with Project Conditions. The intersection volumes are shown in Figure 13 and Figure 14, and the corresponding LOS calculation sheets are included in Appendix C.

The results of the level of service calculations are presented in Table 18, along with the projected increases in critical delay and critical volume-to-capacity (V/C) ratios between the two conditions. The Background intersection volumes are presented in Figure 13 and Background with Project intersection volumes are presented in Figure 14. Project adverse effects are identified by comparing Background without Project to Background with Project Conditions. The results of the LOS calculations indicate all the study area intersections will operate at acceptable levels of service meeting the applicable local jurisdiction’s LOS threshold under Background with Project Conditions.

As under Existing Conditions, the critical delay is higher than the average delay at some intersections under Background without and with Project Conditions. This generally occurs when the minor approaches contribute higher delay than the major approaches. Additionally, some intersections operate with less delay under Background with Project Conditions compared to Background Conditions. This can occur when the project adds traffic to underutilized movements, thereby increasing the proportion of intersection trips with lower-than-average delay.

Signal Warrant Analysis
There are three intersections that were considered to side street stop sign controlled locations. If an unsi
gnalized intersections operates at an unacceptable level of service, a signal warrant analysis is required to determine if the location should be signalized. Peak hour traffic signal warrant analyses were not required at Intersection #8 (Miller Avenue and San Antonio Road) because this stop-sign controlled intersections operate acceptably, nor at study intersection #18 (Project Driveway and San Antonio Road) or study intersection #19 (Project Driveway and California Street) are right-in-right-out driveways.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
68 Table 18: Background and Background with Project Intersection Levels of Service Intersection
LOS
Thres-
hold1
Peak
Hour2
Background
Conditions Background with Project Conditions
Delay3 LOS4 Delay3 LOS4 Δ in Crit.

V/C5
Δ in Crit.

Delay6
1 El Camino Real and Arastradero
Road-Charleston Road (PA)* LOS E AM
PM

33.8 41.1
C-
D

33.8 41.4
C-
D

0.001

0.013

0.0 0.4
2 El Camino Real and
Del Medio Avenue (MV) LOS D AM
PM

19.9 13.0
B-
B

19.8 12.9
B-
B

0.001

0.0 0.0
3 El Camino Real and
San Antonio Road (MV)*, ** LOS E AM
PM

33.6 53.0
C-
D-

33.8 53.0
C-
D-

0.012

0.001

0.4 0.0
4 El Camino Real and
Showers Drive (MV)** LOS E AM
PM

22.8 26.7
C+
C

0.003

0.002

0.0 0.1
5 El Camino Real and
Ortega Avenue (MV) LOS D AM
PM

15.6 12.2
B
B

15.6 12.4
B
B

0.003

0.004

0.0 0.2
6 El Camino Real and
Rengstorff Avenue (MV)* LOS E AM
PM

17.8 30.2
B
C

17.8 30.4
B
C

0.003

0.004

0.0 0.3
7 Fayette Drive and
San Antonio Road (MV)** LOS E AM
PM

15.6 19.7
B
B-

15.5 20.3
B
C+

0.001

0.033

0.0 3.9
8 Miller Avenue and
San Antonio Road5 (MV)** LOS E AM
PM

11.9 11.7
B
B

11.9 11.8
B
B N/A7 N/A 7
9 Nita Avenue and
San Antonio Road (PA) LOS D AM
PM

8.8 4.8
A
A

8.7 4.8
A
A

0.001

0.010

0.0 0.0
10 California Street and
San Antonio Road (MV)** LOS E AM
PM

31.1 60.5
C
E

31.8 63.7
C
E

0.003

0.025

0.1 6.6
11 California Street and
Pacchetti Way (MV)** LOS E AM
PM

25.0 24.4
C
C

24.9 24.3
C
C

0.002

0.019
-0.1

0.0 12 California Street and
Showers Drive (MV)** LOS E AM
PM

31.1 31.8
C
C

31.0 31.7
C
C

0.002

0.010

0.0 -0.2
13 California Street and
Ortega Avenue (MV) LOS D AM
PM

26.1 19.4
C
B-

26.1 19.2
C
B-

0.001

0.008

0.0 -0.3
14 California Street and
Rengstorff Avenue (MV) LOS D AM
PM

31.2 34.3
C
C-

31.3 34.5
C
C-

0.002

0.009

0.1 0.3
15 Central Expressway and
Rengstorff Avenue (SCC) LOS E AM
PM

30.4 69.1
C
E

30.6 71.8
C
E

0.005

0.012

0.1 5.2
16 Middlefield Road and
San Antonio Road (PA)* LOS E AM
PM

54.4 60.4
D-
E

56.3 62.2
E-
E

0.009

0.011

2.7 3.3
17 Charleston Road and
San Antonio Road (PA)* LOS E AM
PM

34.5 52.4
C-
D-

34.5 53.3
C-
D-

0.000

0.006

0.0 1.7
18 Project Driveway and
San Antonio Road (MV)** LOS E AM
PM

10.7 12.1
B
B

11.1 14.3
B
B N/A
7 N/A 7
19 Project Driveway and
California Street (MV)** LOS E AM
PM

9.8 11.6
A
B

10.1 12.2
B
B N/A
7 N/A 7
Notes: (see next page)
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
69 Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates adverse effects.

PA =
Palo Alto; MV = Mountain View; SCC = Santa Clara County; * = Congestion Management Program Intersection; and ** = San Antonio Center Planning Area Intersection.

1. LOS Threshold is the threshold between acceptable and unacceptable level of service.

2. AM = morning peak hour, PM = evening peak hour.

4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX 8.0 analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual.

5. Change in critical volume to capacity ratio between Background Conditions and Background with Project Conditions.

6. Change in average critical movement delay between Background Conditions and Background with Project Conditions.

7. Change in critical v/c and change in critical delay are not applicable for an unsignalized intersection (#8) or the right-in- right-out driveways (#18 and #19).

Source: Fehr & Peers, 2021.

Attachment 1
Figure 13
Background Intersection Volumes
1,475 (1,674)
35 (61)
1,592 (1,823)
230 (88) 70 (55)

9. San Antonio Rd/Nita Ave
50 (40)
950 (1,297)
70 (97)
289 (227)
68 (
106)
26 (25)
145 (234)
1,220 (1,210)
344 (613)
377 (595)
61 (
71)
102 (78)

10. San Antonio Rd/California St
77 (209)
9 (10)
11 (40)
39 (20)
250
(519)
127 (236)
90 (80)
9 (7)
13 (7)
6 (5)
371
(461)
13 (38)

11. Pacchetti Way/California St
110 (163)
53 (46)
75 (239)
17 (20)
204
(404)
64 (110)
59 (55)
90 (71)
28 (85)
28 (28)
294
(328)
151 (173)

12. Showers Dr/California St
57 (35)
64 (27)
50 (70)
7 (13)
275
(731)
53 (70)
26 (22)
61 (30)
68 (60)
48 (55)
413
(477)
22 (33)

13. Ortega Ave/California St
44 (47)
395 (500)
33 (63)
155 (303)
250
(476)
74 (85)
198 (238)
396 (525)
173 (229)
204 (134)
272
(302)
39 (40)

14. Rengstorff Ave/California St
180 (114)
561 (628)
113 (258)
80 (164)
490
(1,133)
112 (163)
84 (103)
435 (615)
68 (106)
177 (164)
1,27
0 (691)
275 (186)

15. Rengstorff Ave/Central Expy
383 (234)
960 (1,125)
403 (400)
76 (122)
379
(507)
295 (292)
88 (116)
1,020 (1,205)
125 (236)
149 (146)
592
(352)
502 (469)

16. San Antonio Rd/Middlefield Rd
Nita Ave
San Antonio Rd
California St
San Antonio Rd
California St
Pacchetti Way
California St
Showers Dr
California St
Ortega Ave
California St
Rengstorff Ave
Central Expy
Rengstorff Ave
Middlefield Rd
San Antonio Rd
175 (148)
359 (470)
175 (470)
140 (194)
620
(1,199)
177 (181)
213 (176)
543 (319)
98 (159)
155 (189)
993
(910)
363 (274)

1. Arastradero Rd-Charleston Rd/El Camino Real
0 (0)
0 (2)
0 (0)
121 (113)
788
(1,684)
0 (2) 186 (95)
0 (0)
59 (46)
121 (133)
1,21
6 (1,169)
63 (91)

2. Del Medio Ave/El Camino Real
206 (188)
642 (708)
79 (102)
249 (441)
604
(1,201)
158 (214)
195 (172)
703 (627)
274 (396)
226 (248)
984
(938)
381 (413)

3. San Antonio Rd/El Camino Real
15 (63)
11 (15)
17 (73)
213 (320)
877
(1,557)
81 (100)
129 (176)
18 (37)
140 (264)
182 (216)
1,28
9 (1,182)
53 (101)

4. Showers Dr/El Camino Real
2 (5)
0 (3)
0 (3)
31 (71)
1,00
3 (1,859)
4 (0)
66 (55)
0 (3)
121 (75)
145 (113)
1,48
8 (1,325)
26 (12)

5. Ortega Ave/El Camino Real
21 (3)
10 (0)
8 (0)
67 (207)
1,09
9 (1,668)
0 (21)
191 (150)
2 (10)
364 (366)
258 (357)
1,59
3 (1,417)
52 (131)

6. Rengstorff Ave/El Camino Real
31 (54)
860 (1,017)
31 (70)
39 (59)
26 (
28)
43 (41)
33 (41)
1,212 (1,052)
103 (184)
52 (86)
6 (2
3)
42 (61)

7. San Antonio Rd/Fayette Dr
991 (1,407)
28 (35)
46 (71)
1,328 (1,201)

8. San Antonio Rd/Miller Ave
El Camino Real
Arastradero Rd-Charleston Rd
El Camino Real
Del Medio Ave
El Camino Real
San Antonio Rd
El Camino Real
Showers Dr
El Camino Real
Ortega Ave
El Camino Real
Rengstorff Ave
Fayette Dr
San Antonio Rd
Miller Ave
San Antonio Rd
STOP
ccf
acc
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acf
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aace
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ace
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acccf
ace
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Attachment 1
Figure 13
Background Intersection Volumes
234 (110)
797 (794)
130 (214)
258 (254)
813
(876)
52 (43)
1,356 (689)
1,129 (1,226)
289 (515)
150 (241)
186
(246)
69 (124)

17. San Antonio Rd/Charleston Rd
1,063 (1,392)
0 (12)
1,347 (1,312) 6 (42)

18. San Antonio Rd/Project Driveway
10 (56)
434 (788)
0 (2
8)
540 (744)

19. Project Driveway/California St
Charleston Rd
San Antonio Rd
Project Driveway
San Antonio Rd
California St
Project Driveway
STOP
aace
ace
accef
ace
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ccc
f
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STOP
Attachment 1
Figure X
Peak Hour Traffic Volumes
and Lane Configurations -
Background Plus Project Conditions
1,480 (1,710)
35 (61)
1,622 (1,833)
230 (88) 70 (55)

9. San Antonio Rd/Nita Ave
55 (73)
961 (1,376)
70 (97)
289 (227)
68 (106)
26 (25)
145 (234)
1,220 (1,210)
417 (638)
377 (595)
61 (71)
104 (79)

10. San Antonio Rd/California St
77 (209)
9 (10)
11 (40)
39 (20)
254 (551)
127 (236)
90 (80)
9 (7)
13 (7)
6 (5)
373 (432)
13 (38)

11. Pacchetti Way/California St
110 (163)
53 (46)
75 (239)
17 (20)
208 (431)
65 (114)
59 (55)
90 (71)
28 (85)
28 (28)
296 (329)
151 (173)

12. Showers Dr/California St
57 (35)
64 (27)
50 (70)
7 (13)
278 (754)
54 (74)
26 (22)
61 (30)
68 (60)
48 (55)
415 (478)
22 (33)

13. Ortega Ave/California St
44 (47)
395 (500)
33 (63)
157 (317)
250 (476)
75 (94)
200 (239)
396 (525)
173 (229)
204 (134)
272 (302)
39 (40)

14. Rengstorff Ave/California St
180 (114)
563 (643)
113 (258)
82 (178)
492 (1,148)
112 (163)
107 (111)
435 (615)
68 (106)
177 (164)
1,279 (694)
278 (287)

15. Rengstorff Ave/Central Expy
384 (242)
963 (1,147)
404 (407)
76 (122)
379 (507)
301 (294)
88 (116)
1,038 (1,211)
125 (236)
149 (146)
592 (352)
508 (471)

16. San Antonio Rd/Middlefield Rd
Nita Ave
San Antonio Rd
California St
San Antonio Rd
California St
Pacchetti Way
California St
Showers Dr
California St
Ortega Ave
California St
Rengstorff Ave
Central Expy
Rengstorff Ave
Middlefield Rd
San Antonio Rd
175 (148)
359 (470)
178 (471)
140 (194)
637 (1,205)
177 (181)
213 (176)
543 (319)
98 (159)
155 (189)
996 (932)
364 (278)

1. Arastradero Rd-Charleston Rd/El Camino Real
0 (0)
0 (2)
0 (0)
121 (113)
809 (1,691)
0 (2) 186 (95)
0 (0)
59 (46)
121 (133)
1,220 (1,195)
63 (91)

2. Del Medio Ave/El Camino Real
206 (188)
647 (710)
79 (102)
270 (449)
604 (1,201)
158 (214)
199 (198)
704 (635)
274 (396)
240 (252)
984 (938)
381 (413)

3. San Antonio Rd/El Camino Real
15 (63)
11 (15)
17 (73)
213 (320)
877 (1,557)
81 (100)
129 (176)
18 (37)
141 (268)
182 (216)
1,303 (1,187)
53 (101)

4. Showers Dr/El Camino Real
2 (5)
0 (3)
0 (3)
31 (71)
1,004 (1,864)
4 (0) 66 (55)
0 (3)
122 (79)
145 (113)
1,502 (1,330)
26 (12)

5. Ortega Ave/El Camino Real
21 (3)
10 (0)
8 (0)
67 (207)
1,100 (1,677)
0 (21)
191 (150)
2 (10)
366 (375)
258 (357)
1,607 (1,422)
52 (131)

6. Rengstorff Ave/El Camino Real
31 (54)
901 (1,031)
31 (70)
39 (59)
26 (28)
43 (41)
33 (41)
1,217 (1,085)
106 (185)
52 (86)
6 (23)
42 (61)

7. San Antonio Rd/Fayette Dr
1,035 (1,422)
28 (35)
46 (71)
1,336 (1,235)

8. San Antonio Rd/Miller Ave
El Camino Real
Arastradero Rd-Charleston Rd
El Camino Real
Del Medio Ave
El Camino Real
San Antonio Rd
El Camino Real
Showers Dr
El Camino Real
Ortega Ave
El Camino Real
Rengstorff Ave
Fayette Dr
San Antonio Rd
Miller Ave
San Antonio Rd
STOP
ccf
acc
f
acccf
acf
aacce
acf
ae
acf
ae
ace
acf
ace
acf
ace
ae
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ae
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ace
aace
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ace
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aace
accf
aaccf
ace
accf
acccf
ace
aacccf
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ae
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aace
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aaccf
aacce
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d
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d
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d
aacce
abf
acce
acce
ae
aacce
abf
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f
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14 Attachment 1
Figure X
Peak Hour Traffic Volumes
and Lane Configurations -
Background Plus Project Conditions
234 (110)
800 (815)
130 (214)
258 (254)
813 (876)
52 (43)
1,356 (689)
1,147 (1,232)
289 (515)
150 (241)
186 (246)
69 (124)

17. San Antonio Rd/Charleston Rd
1,069 (1,434)
44 (15)
1,355 (1,346) 16 (112)

18. San Antonio Rd/Project Driveway
4 (32)
481 (816)
73 (25)
542 (745)

19. Project Driveway/California St
Charleston Rd
San Antonio Rd
Project Driveway
San Antonio Rd
California St
Project Driveway
STOP
aace
ace
accef
ace
ccce
ccc
f
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STOP
14 Attachment 1

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
72 10. Adverse Motor Vehicle
Effects and Improvements
This chapter discusses potential project effects on the study intersections. First, the criteria for adverse effe
cts are described. Next, the adverse effects and improvements are presented for each transportation facility type.

Adverse Effect Criteria
The determination of adverse effects in the transportation network is based on applicable policies, regu
lations, goals, and guidelines defined by the City of Mountain View and the Santa Clara Valley Transportation Authority. Adverse effects were evaluated by comparing the results of the analysis under Existing with Project Conditions to Existing without Project Conditions, and Background with Project Conditions to the results under Background without Project Conditions. This analysis of adverse effects uses the same tiered level of service thresholds as The Village at San Antonio Center (Phase 2) – Final Transportation Impact Analysis (March 2014) and which is also consistent with the City of Mountain View 2030 General Plan and Greenhouse Gas Reduction Program Environmental Impact Report established the following interim level of service policy standard.

As noted earlier in this report, the City of Mountain View released their Multimodal Transportation Analysis (MTA) Handbook during the development of this analysis. The adverse effect criteria described in this section were approved by City staff and compared to the MTA Handbook to ensure adequate consistency with the most recent city requirements.

Signalized Intersections
City of Mountain View
The C
ity of Mountain View 2030 General Plan (Jul y 2012) includes policies to develop and adopt multimodal transportation performance measures for projects in the City of Mountain View.

POLICY MOB 8.1: Multimodal performance measures. Develop performance measures and indicators for all modes of transportation, including performance targets that vary by street type and location.

POLICY MOB 8.2: Level of service. Ensure performance measurement criteria optimize travel by each mode.

The City of Mountain View 2030 General Plan and Greenhouse Gas Reduction Program Environmental Impact Report established the following interim level of service policy standards:

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
73 Interim level of service (LOS) standards. Until adoption of the mobility plans described in Action MOB 1.1.1 [and adoption of alternative impact thresholds in Action MOB 8.1.2], maintain the Citywide vehicle LOS standards from the 1992 General Plan, which include a target peak hour LOS policy of LOS D for all intersections and roadway segments, with the following exceptions in high-demand areas:
• Use LOS E for intersections and street segments within the Downtown Core and San Antonio area
s where vitality, activity and multimodal transportation use are primary goals; and • Use LOS E for intersections and street segments on CMP designated roadways in Mountain View
(e.g., El Camino Real, Central Expressway and San Antonio Road).

This transportation analysis follows the interim LOS standards.

Adverse effects at signalized City of Mountain View intersections are found to occur when the addition of project traffic causes one of the following:
• Intersection operations degrade from an acceptable level to an unacceptable level; or • Exacerbates unacceptable operations by increasing the average critical delay by four seconds or m
ore and increasing the critical volume-to-capacity (V/C) ratio by 0.01 or more; or • Increases the V/C ratio by 0.01 or more at an intersection with unacceptable operations when the
change in critical delay is negative (i.e., decreases). This can occur if the critical movements change.

Santa Clara County and Congestion Management Program
The
LOS standard for Santa Clara County expressway and C ongestion Management Program (CMP) intersections is LOS E. Adverse effects at these intersections would occur when the addition of traffic associated with a project causes:
• Intersection operations to deteriorate from an acceptable level to an unacceptable level; or • Exacerbation of unacceptable operations by increasing the average critical delay by four seconds or more and increasing the critical volume-to-capacity (V/C) ratio by 0.01 or more; or • Increases in the V/C ratio of 0.01 or more at an intersection with unacceptable operations when the change in critical delay is negative (i.e., decreases). This can occur if the critical movements change.

Unsignalized Intersections
Level of service analysis at unsignalized intersections is generally used to determine the need for modi
fying the type of intersection control (i.e., installing an all-way stop or a traffic signal). Traffic volumes, delay, and traffic signal warrants are evaluated to determine if the existing intersection control is appropriate.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
74 Based on previous studies, adverse effects are said to occur when the addition of project traffic causes the average intersection delay for an all-way stop-controlled intersection, or the worst movement/approach for a side-street stop-controlled intersection, to degrade to LOS F and the intersection satisfies the peak hour traffic signal warrant from the California Manual of Uniform Traffic Control Devices (MUTCD) (2014).7 Adverse Effects and Improvements
Intersections
Inter
section adverse effects and improvements were evalu ated under Existing with Project and Background with Project Conditions.

Existing with Project Conditions
The results of the LOS calculations indicate that the pr oject does not cause an adverse effect at any study intersection under Existing with Project Conditions based on the thresholds outlined in above, and therefore no improvements are required.

Background with Project Conditions
The results of the LOS calculations indicate that the pr oject does not cause an adverse effect at any study intersection under Background with Project Conditions based on the thresholds outlined in above, and therefore no improvements are required.

7 The peak-hour signal warrant analysis should not serve as the only basis for deciding whether and when to install a traffic signal. To reach such a decision, the full set of warrants should be investigated based on a thorough study of traffic and roadway conditions by an experienced engineer. The decision to install a signal should not be based solely upon the warrants, since the installation of signals can lead to certain types of collisions. The responsible state or local agency should undertake regular monitoring of actual traffic conditions and accident data and timely re- evaluation of the full set of warrants to prioritize and program intersections for signalization.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
75 Active Transportation and
Transit Operations Analysis

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
76 11. Pedestrian Operations
As noted in the Analysis Approach section earlier in this report, this MTA is a supplemental transportation anal
ysis (TA) that builds upon the SAPP EIR and the SAPP TA. The SAPP TA has already completed the MTA analysis that is outlined in the recently released City of Mountain View Multi-Modal Transportation Analysis Handbook (February 2021) for the entire plan area. Most of the existing public street improvements identified in the SAPP along the project frontage are built, but some of the key intersection improvements remain. This MTA supplements the pedestrian operations from the SAPP TA by providing:
1) Summary of planned pedestrian infrastructure near the project site identified in San Antonio Precise Plan.
2) Evaluation of the pedestrian access to the project site and estimated pedestrian activity in Chapter 4 Site Access and On-Site Circulation of this MTA.
3) Summary the pedestrian access to nearby destinations using a pedestrian walkshed on the existing and planned transportation network.

Pedestrian Infrastructure
The SAPP TA areawide pedestrian improvements near the project site include pedestrian circulation th
rough a network of sidewalks. Improved circulation is a critical building block for achieving the SAPP vision. The overall circulation concept provides direction for improvements to public street rights-of-way (ROW), including pedestrian and bicycle improvements, and future internal roadways on private development sites. Primary pedestrian routes, as defined by the SAPP, are along San Antonio Road and California Street, both of which are within the Phase III project area. Primary routes should be prioritized for improvement and align with open space, active building frontages with pedestrian-scaled features, and other important destinations. Silicon Way, to the east of the project site, is a Secondary Pedestrian Route as defined by the SAPP. Secondary pedestrian routes occur mostly along new interior connections or existing streets with limited pedestrian improvements. In the SAPP, key pedestrian objectives for all streets include:
• Continuous sidewalks wide enough to accommodate two or more people passing each other at one time.
• Pedestrian crossing improvements at current and future intersections. • Direct connections to transit and destinations, such as parking garages and home/work/shopping areas.
• Attractive streetscape landscaping, including new street trees.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
77 Pedestrian Access to Nearby Destinations
The San Antonio Precise Plan defines the cross-sections of streets and pathways in the plan area with a part
icular focus on improving the connectivity, directness of travel, and quality of the bicycle and pedestrian facilities. This future pedestrian and bicycle system will be comprehensive and low stress.

This pedestrian walkshed analysis shows the 5, 10, and 15-minute walk times of the project under the existing and planned SAPP transportation network (see Figure 16).

Within a 15-minute walk leaving the project site under existing conditions pedestrians are only able to access up to past El Camino Real, but with future walking conditions, the 10- and 15-minute walking sheds give pedestrians access to a greater area of Mountain View including the Mountain View Community Center. These increases in walking access are due to the updates in the public circulation network from the SAPP, shown in Figure 15. Over time the quality of the walking access to the project site will improve as the SAPP streets are constructed.

Pedestrian Quality of Service
Pedestrian Quality of Service (QOS) is rated from 1 to 5, with 1 being the best quality and 5 the lowest.

Acce
ssMV provides pedestrian QOS maps that use a combination of WalkScore, Missing Sidewalks, Posted Speed Limits, and Road Type to determine pedestrian quality. Based on the Pedestrian QOS evaluation from AccessMV, the existing quality of service for San Antonio Road near the project site is a QOS 4, while the QOS on California is the lowest at a QOS 5. See the Pedestrian Quality of Service on Figure 17 from AccessMV. As presented in Figure 8, the proposed pedestrian paths throughout the site provide access to the frontages of California Street and San Antonio Road, and to the adjacent San Antonio Village Phase II buildings to the south and to the east. Additionally, the pedestrian paths provide connectivity to the sidewalks on San Antonio Road and California Street. The pedestrian facilities within the project site are consistent with the goals and policies outlined in the SAPP. The quality of service to the pedestrian network will improve once these are constructed.

ADA Compliance
The project proposes an ADA Ramp and Signage on the northeast corner of the site on the intersection.

The
project site has an existing Crosswalk ADA ramp on both the northeast and the northwest corners of the site. The site provides accessible paths from streets and parking lots to building entrances.

Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Pedestrian Circulation Plan from San Antonio Precise Plan Figure 15
Source: San Antonio Precise Plan, Mountain View 2015
Attachment 1

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O
N San Antonio Rd
Alma St
NRengstorffAve
Arastradero Rd
ShowersDr
Old Middlefield Wy
W El Camino Real
ElCaminoWy
California St
W Middlefield Rd
W
ElCaminoReal
San Antonio Rd
W Charleston Rd
California St
LosAltosAve
∙82

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O
N San Antonio Rd
California St
Alma St
NRengstorffAve
Arastradero Rd
ShowersDr
Old Middlefield Wy
W El Camino Real
ElCaminoWy
California St
W Middlefield Rd
W El Camino Real
San Antonio Rd
W Charleston Rd
LosAltosAve
∙82
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Existing and Future Pedestrian Sheds
Project Site
City Boundaries
Pedestrian Shed W
alking Time
5 minute walk
10 minute walk
15 minute walk
Figure 16
0 0.25 0.5
Miles
Existing with San Antonio Precise Plan
Existing
Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Pedestrian Quality of Service from AccessMV
Figure 17
Source: AccessMV, Mountain View 2021 (Page 29)
Attachment 1

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
81 12. Bicycle Operations
As noted in the Analysis Approach section earlier in this report, this MTA is a supplemental transportation anal
ysis (TA) that builds upon the SAPP EIR (2014) This MTA supplements the bicycle operations from the SAPP EIR by providing:
1) An evaluation of the bicycle access to the project site and estimated bicycle activity in Chapter 4 Site Access and On-Site Circulation of this MTA.
2) Summary of planned pedestrian infrastructure near the project site identified in the San Antonio Precise Plan.
3) This chapter summarizes the pedestrian access to nearby destinations using a bicycle walkshed on the existing and planned transportation network.

Bicycle Access to Nearby Destinations
The San Antonio Precise Plan defines the cross-sections of streets and pathways in the plan area with a part
icular focus on improving the connectivity, directness of travel, and quality of the bicycle and pedestrian facilities. This future bicycle system will be comprehensive and low stress and will include connections to the light rail stations. This bicycle walkshed analysis shows the 5, 10, and 15-minute bicycle times of the project under existing and planned SAPP transportation network (see Figure 18).

San Antonio Road and California Street is defined by the SAPP as a key intersection. This means the intersection directs vehicle access to the SAPP Plan Area and provides an important connection for the east-west bicycle circulation. In addition to typical pedestrian access improvements, the intersection design should focus on managing vehicle operations and opportunities to provide improved intersection striping for bicycles.

The quality of the bike ride changes for the existing and future conditions comparing 10- and 15-minute bicycle sheds. In future conditions, cyclists can access Downtown. The streets go from being high stress to low stress, therefore making cyclists more comfortable.

Planned Bicycle Infrastructure
The SAPP proposes a primary bicycle route along California Avenue and San Antonio Avenue, defined by SA
PP, Primary bicycle route objectives include:
• Integrated bicycle network, with facilities that close existing gaps. • Improved existing bike facilities and new connections through large blocks. • Clear wayfinding signage and well-marked routes.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
82 • Bicycle crossing improvements at current and future intersections.

Silicon Way is defined as a Secondary Bicycle Facility, which is defined by SAPP as including potential improvements to existing facilities and new bike facilities. These secondary facilities provide additional linkages to surrounding areas, including northern Mountain View and Palo Alto to the north; Rengstorff Park and Downtown Mountain View to the east; Downtown Los Altos to the south; and Palo Alto to the west. These facilities are shown in Figure 19 from the SAPP.

Bicycle User Experience (LTS)
Level of Traffic Stress (LTS) is closely related to the Four Types of Cyclists theory with the following types:
• stro
ng and fearless,
• enthused and confident,
• interested and concerned, and
• no-way no-how.

The majority of cyclists are generally considered to be interested and concerned.

Whereas the Four Types of Cyclists theory highlights people’s willingness to bicycle, LTS measures the quality of a person’s experience while bicycling. Low stress bikeways (LTS 1 and 2) are generally tolerated by most cyclists; in contrast, high stress bikeways are only tolerated by Strong and Fearless cyclists. The development of a low-stress network and elimination of high-stress barriers is critical to broaden the appeal of bicycling, especially for Enthused and Confident and Interested but Concerned cyclists.

An LTS analysis was conducted as part of AccessMV using the existing and future network to assess changes in LTS ratings. Under existing conditions, Shoreline is an LTS 3 and California is an LTS 3, but with Future Conditions, both roadways improve to an LTS 2. With these bicycle facilities, the Level of Traffic Stress is shown to be less stressful for most bicyclists within the Plan area. Figure 20 shows the Existing LTS Network from AccessMV, and Figure 21 shows the future LTS Network from AccessMV.

Attachment 1

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O

S U N N Y V A L E
101
W El Camino Real
StanfordAve
ECharlestonRd
Serra St
W Edith Ave
HanoverSt
Miranda Ave
California St
Ferguson Dr
Page Mill Rd
BayshorePkwy
W Dana St
S Bernardo Ave
Han senWy
Leong Dr
Alma St
Sylvan Ave
Moffett Blvd
N Rengstorff Ave
W
ElCaminoReal
Arastradero RdHillview Ave
SanAntonioRd
N San Antonio Rd
Old Middlefield Wy
Park Blvd
Almond Ave
Showers Dr
Fabian Wy
JuniperoSerraBlvd
ManilaAve
El Camino Wy
Charleston Rd
DeerCreekRd
EMeadowDr
FairchildDr
S California Ave
NMaryAveSShorelineBlvd
WMiddlefieldRd
W Evelyn Ave
E Middlefield Rd
LomaVerdeAve
Campus Dr
Leota Ave
MayfieldAve
W
FremontRd
LosAltosAve
·237
·85·82
%&280

L O S A L T O S

M O U N T A I N V I E W

P A L O A L T O

S U N N Y V A L E
101
W El Camino Real
NSanAntonioRd
StanfordAve
ECharlestonRd N Shoreline Blvd
Serra St
WEdith Ave
HanoverSt
Miranda Ave
California St
Ferguson Dr
Page Mill Rd
BayshorePkwy
S Bernardo Ave
Han senWy
Leong Dr
Alma St
Sylvan Ave
Moffett Blvd
N Rengstorff Ave
W
ElCaminoReal
Arastradero RdHillview Ave
SanAntonioRd
Old Middlefield Wy
Park Blvd
Almond Ave
Showers Dr
Fabian Wy
JuniperoSerraBlvd
ManilaAve
El Camino Wy
Charleston Rd
DeerCreekRd
EMeadowDr
FairchildDr
S California Ave
SShorelineBlvd
WMiddlefieldRd
W Evelyn Ave
E Middlefield Rd
W Dana St
LomaVerdeAve
ArastraderoRd
N El Monte Ave
Campus Dr
Leota Ave
MayfieldAve
Louis Rd
W
FremontRd
LosAltosAve
·237
·85·82
%&280
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Existing and Future Bicycle Sheds
Project Site
City Boundaries
ToBreak
5 10
15 Figure 18
0 0.75 1.5
Miles
Existing Plus San Antonio Precise Plan
Existing
Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Bicycle Circulation Plan
Figure 19
Source: San Antonio Precise Plan, Mountain View 2015
Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Existing Bicycle Level of Traffic Stress from AccessMV
Figure 20
Source: AccessMV, Mountain View 2021 (Page 35)
Attachment 1
N:\Projects\_SJ21_Projects\SJ21_2068_SAPP_Amendment_MTA\Graphics\GIS\MXD\SJ21_2068\SJ21_2068.aprx Future Bicycle Level of Traffic Stress from AccessMV
Figure 21
Source: AccessMV, Mountain View 2021 (Page 31)
Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
87 13. Transit Operations
As noted in the Analysis Approach section earlier in this report, this MTA is a supplemental transportation anal
ysis that builds upon the SAPP EIR (2014). This MTA supplements the transit operations from the SAPP EIR by providing:
1) Transit Facilities and Improvements: A summary of the nearby transit improvements highlighted in the SAPP.
2) Access to Transit: A summary of access to transit by walking or biking. 3) Transit Operations: A summary of the strategies to minimize transit delay.

Transit Facilities and Improvements
The project is within a half-mile walk of rail and bus transit stops. The San Antonio Caltrain Station is north of t
he project site on Showers Drive. The Santa Clara County Valley Transportation Agency (VTA) operates bus service within and surrounding the Plan Area. The San Antonio Transit Center on Showers Drive at Latham Street is the transfer station for four regional bus routes that serve Santa Clara County which are routes 21, 22, 40, 522.

The SAPP’s primary transit objectives include:
• Direct pedestrian and bicycle connections to transit stations and stops. • Coordination with associated transit agencies to integrate pedestrian and bicycle facilities with station and stop designs.
• Building and site design oriented to transit connections and transit stations/stops. • Transportation demand management programs and standards supporting transit use.

The project site must follow the SAPP’s primary transit objectives to increase transit accessibility for bicyclists and pedestrians. As the area develops, public shuttle route coverage and service frequency should be increased, including increased access to regional transit, according to the SAPP. Currently, the site is served by the following providers:

Caltrain
Caltrain provides inter- and intra-county commuter rail service from San Francisco County to the north, thro
ugh San Mateo County, to Santa Clara County in the south. The Peninsula Corridor Joint Powers Board operates Caltrain 365 days a year, with reduced schedules on weekends and major U.S. holidays.

Weekday trains are a mix of Baby Bullet, Limited, and Local trains. Caltrain currently operates 46 northbound and 46 southbound (total of 92) trains per day between San Jose and San Francisco during Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
88 the week. The San Antonio Station is approximately 1/4 mile to the north of the Plan area. The San Antonio Station serves approximately 943 boardings per weekday (Caltrain, 2018).

VTA Bus
The existing transit service is summarized in Chap ter 3. Route 21 operates on Middlefield Road and California Road with two bus stops in the project area at the intersection of California Street and San Antonio Road and California Street and Pachetti Way. The headways (time between successive buses) are 30 minutes during weekdays and hourly on Saturdays. The headways are 45 minutes on Sundays. Route 22 runs on El Camino Real with one stop to the west of the project area on El Camino Real and Showers Drive. The headways are 20 minutes during the weekdays, 20 minutes Saturdays, and 30 minutes on Sundays. Route 40 operates on Foothill Expressway and Rengstorff with one stop to the east of the project area at California Street and Showers Drive. The headways are 55 minutes during the weekdays, 50 minutes on Saturdays, and 45 minutes on Sundays. Route 522 provides twice daily northbound and twice daily southbound transit trips along Manila Drive and Ellis Street all other Route 120 trip terminate at the Lockheed Martin Transit Center. The headways are 20 minutes during the weekday.

Access to Transit
The SAPP des
cribes access to transit as existing pedestrian and bicycle access to stations and public bus stops will be enhanced with new connections.

The project site is within ¼ mile walk of the San Antonio Caltrain station, and ½ mile walk of the San Antonio Transit Center and Proposed VTA Bus Rapid transit station. The project site will have access to these transit stations with new connections such as increased sidewalk access and bike lanes.

Transit Operations
There may be some transit operational delay due to additional vehicles on the roadway. Within the San A
ntonio Precise Plan there aren’t any additional transit priority improvements. In the Mountain View General Plan mobility section, the Street Types Table 4.2 shows Street Types with mode priority, within this table, El Camino would be the only transit priority street. A Boulevard is defined as a major arterial with high frequency of transit service and mixed commercial and retail frontages. The guidelines from the General Plan are to provide access and safe crossings for all travel modes along a regional transportation corridor, including transit. To emphasize transit and accommodate regional vehicle trips to discourage such trips on nearby local roadways, the project team and City staff should collaborate with other cities and agencies where facilities cross jurisdictional boundaries.

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
89 14. Parking Assessment
The parking facilities on the project site will contain a total 283 spaces. The SAPP requires parking cons
istent with the City’s Zoning Ordinance §36.32.50b parking standards. A potential reduction can be received if the project is within 1,000 feet walking distance of Caltrain or proposed Rapid Bus Access (10 percent reduction) or the Applicant has a parking or TDM program (10 percent reduction).

Table 19 outlines the vehicle parking requirements by land use type according to the City of Mountain View’s Code of Ordinances §36.32.50b. The City of Mountain View Code requires one space for each 300 square feet of ground floor area for office, and one space for each 180 square feet of ground floor area for retail.

Based on the amount of office and retail use, the project is required to provide 573 parking spaces.

However, the project is only providing 283 parking spaces, netting a parking supply shortfall of 290 parking spaces. A shared parking plan has been prepared for the project by other consultants describing how parking facilities will be shared with San Antonio Village Phase II such that all parking demand is met by the onsite supply. The shared parking plan follows the analysis methods described in the Urban Land Institute’s (ULI’s) Shared Parking, Third Edition, and it relies on sharing parking between land uses that have peak parking demands at different times of day, reducing the total number of spaces required under an unshared parking configuration. Both Fehr & Peers and City staff have reviewed the project’s shared parking plan for adequacy and consistency with standard practices.

Table 19: Vehicle Parking Requirements
Land Use Size (ksf) Parking Requirements Parking Supply (spaces) Office 169.382 1 spa ce for each 300 s.f. of GFA 565
Retail 12.970 1 spa ce for each 180 s.f. of GFA 72
Total Vehicle Parking Spaces Required 637
10% reduction: 1,000 ft walking distance to Caltrain 64 Total Vehicle Parking Spaces Required with Reduction 573 Source: Fehr & Peers, 2021.

The City-recommended bicycle parking supply for office and retail uses is a number equal to 5% of vehicle spac
es. The project is providing 16 short term bicycle parking spaces and 16 long-term bicycle parking spaces. Total bicycle parking spaces for the project Site amounts to 32 bicycle stalls. This meets the City’s requirements. The calculation of required bicycle parking spaces is shown in Table 20. All bike parking should be conveniently located in well-lit locations, near entrances and consistent with VTA Bicycle Technical Guidelines (December 2012).

Attachment 1

San Antonio Center Phase III Multimodal Transportation Analysis November 2021
90 Table 20: Bicycle Parking Requirements
Land Use Size (ksf) Bicycle Parking
Requirements
Required Vehicle Parking
Supply (spaces)
Bicycle Parking Supply
(spaces)
Office 169.382 5 per cent of vehicle spaces 565 28
Retail 12.970 5 per cent of vehicle spaces 72 4
Total Bicycle Parking Spaces Required 32
Source: Fehr & Peers, 2021.

Attachment 1

Appendix A: Intersection Turning
Movement Counts
Attachment 1

Attachment 1
File Name : 1AM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 4 39 5 1 49 15 47 5 0 67 11 75 41 0 127 9 14 5 1 29 272 07:15 AM 8 38 14 1 61 24 56 4 0 84 10 93 44 0 147 12 17 6 2 37 329 07:30 AM 14 64 18 1 97 18 81 8 1 108 9 105 56 1 171 21 26 7 1 55 431 07:45 AM 14 68 17 2 101 25 74 7 0 106 17 125 69 2 213 21 33 13 0 67 487 Total 40 209 54 5 308 82 258 24 1 365 47 398 210 3 658 63 90 31 4 188 1519 08:00 AM 11 69 17 1 98 41 55 11 1 108 18 139 47 4 208 16 43 25 0 84 498 08:15 AM 21 103 24 3 151 27 86 15 0 128 17 117 49 2 185 25 56 24 0 105 569 08:30 AM 27 84 12 4 127 25 71 14 4 114 33 127 36 6 202 17 42 16 1 76 519 08:45 AM 37 72 23 3 135 23 83 13 2 121 16 134 59 6 215 36 54 30 2 122 593 Total 96 328 76 11 511 116 295 53 7 471 84 517 191 18 810 94 195 95 3 387 2179 Grand Total 136 537 130 16 819 198 553 77 8 836 131 915 401 21 1468 157 285 126 7 575 3698 Apprch % 16.6 65.6 15.9 2 23.7 66.1 9.2 1 8.9 62.3 27.3 1.4 27.3 49.6 21.9 1.2 Total % 3.7 14.5 3.5 0.4 22.1 5.4 15 2.1 0.2 22.6 3.5 24.7 10.8 0.6 39.7 4.2 7.7 3.4 0.2 15.5 Lights 134 504 126 16 780 191 535 76 8 810 127 867 391 21 1406 152 278 124 7 561 3557 % Lights 98.5 93.9 96.9 100 95.2 96.5 96.7 98.7 100 96.9 96.9 94.8 97.5 100 95.8 96.8 97.5 98.4 100 97.6 96.2 Buses 1 15 0 0 16 1 1 0 0 2 0 15 0 0 15 1 1 0 0 2 35
% Buses 0.7 2.8 0 0 2 0.5 0.2 0 0 0.2 0 1.6 0 0 1 0.6 0.4 0 0 0.3 0.9 Trucks 1 18 4 0 23 6 17 1 0 24 4 33 10 0 47 4 6 2 0 12 106 % Trucks 0.7 3.4 3.1 0 2.8 3 3.1 1.3 0 2.9 3.1 3.6 2.5 0 3.2 2.5 2.1 1.6 0 2.1 2.9

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 11 69 17 97 41 55 11 107 18 139 47 204 16 43 25 84 492 08:15 AM 21 103 24 148 27 86 15 128 17 117 49 183 25 56 24 105 564 08:30 AM 27 84 12 123 25 71 14 110 33 127 36 196 17 42 16 75 504 08:45 AM 37 72 23 132 23 83 13 119 16 134 59 209 36 54 30 120 580 Total Volume 96 328 76 500 116 295 53 464 84 517 191 792 94 195 95 384 2140 % App. Total 19.2 65.6 15.2 25 63.6 11.4 10.6 65.3 24.1 24.5 50.8 24.7 PHF .649 .796 .792 .845 .707 .858 .883 .906 .636 .930 .809 .947 .653 .871 .792 .800 .922 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1AM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

ARASTRADERO RD

W CHARLESTON RD

EL CAMINO REAL
Right
96 Thru
328
Left
76 InOut Total
728 500 1228
Right
116
Thru
295
Left
53 OutTotal In
355 464 819
Left
191
Thru
517
Right
84 Out TotalIn
475 792 1267
Left
95 Thru
195
Right
94 TotalOut In
582 384 966
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1AM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
07:45 AM 0 0 0 0 0 2 2 0 0 4 0 1 0 0 1 0 1 0 0 1 6
Total 0 0 0 0 0 2 2 0 0 4 0 1 0 0 1 0 2 0 0 2 7
08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
08:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
08:30 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 4
08:45 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 4
Total 0 0 0 0 0 2 6 0 0 8 0 0 0 0 0 0 4 0 0 4 12
Grand Total 0 0 0 0 0 4 8 0 0 12 0 1 0 0 1 0 6 0 0 6 19 Apprch % 0 0 0 0 33.3 66.7 0 0 0 100 0 0 0 100 0 0
Total % 0 0 0 0 0 21.1 42.1 0 0 63.2 0 5.3 0 0 5.3 0 31.6 0 0 31.6

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 2 2 0 4 0 1 0 1 0 1 0 1 6
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
08:30 AM 0 0 0 0 1 2 0 3 0 0 0 0 0 1 0 1 4
Total Volume 0 0 0 0 3 6 0 9 0 1 0 1 0 4 0 4 14
% App. Total 0 0 0 33.3 66.7 0 0 100 0 0 100 0
PHF .000 .000 .000 .000 .375 .750 .000 .563 .000 .250 .000 .250 .000 1.00 .000 1.00 .583 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1AM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

ARASTRADERO RD

W CHARLESTON RD

EL CAMINO REAL
Right
0 Thru
0 Left
0 InOut Total
4 0 4
Right
3 Thru
6 Left
0 OutTotal In
4 9 13
Left
0 Thru
1 Right
0 Out TotalIn
0 1 1
Left
0 Thru
4 Right
0 TotalOut In
6 4 10
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1PM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 31 162 26 3 222 25 57 22 3 107 30 126 39 1 196 48 82 35 4 169 694 04:15 PM 19 162 29 2 212 24 35 23 3 85 22 129 38 0 189 78 89 21 3 191 677 04:30 PM 29 201 29 4 263 26 41 22 3 92 30 142 35 3 210 75 74 23 3 175 740 04:45 PM 22 157 32 6 217 20 46 33 4 103 25 132 53 1 211 70 77 23 2 172 703 Total 101 682 116 15 914 95 179 100 13 387 107 529 165 5 806 271 322 102 12 707 2814 05:00 PM 35 169 29 3 236 28 61 25 1 115 32 126 29 0 187 66 63 22 1 152 690 05:15 PM 23 168 27 5 223 32 44 16 2 94 27 132 47 3 209 67 69 21 5 162 688 05:30 PM 25 157 26 0 208 25 55 20 1 101 25 108 38 5 176 54 83 26 5 168 653 05:45 PM 16 127 29 2 174 31 47 31 5 114 26 90 29 5 150 42 47 32 1 122 560 Total 99 621 111 10 841 116 207 92 9 424 110 456 143 13 722 229 262 101 12 604 2591 Grand Total 200 1303 227 25 1755 211 386 192 22 811 217 985 308 18 1528 500 584 203 24 1311 5405 Apprch % 11.4 74.2 12.9 1.4 26 47.6 23.7 2.7 14.2 64.5 20.2 1.2 38.1 44.5 15.5 1.8 Total % 3.7 24.1 4.2 0.5 32.5 3.9 7.1 3.6 0.4 15 4 18.2 5.7 0.3 28.3 9.3 10.8 3.8 0.4 24.3 Lights 199 1284 226 25 1734 209 384 192 22 807 216 967 307 18 1508 499 576 203 24 1302 5351 % Lights 99.5 98.5 99.6 100 98.8 99.1 99.5 100 100 99.5 99.5 98.2 99.7 100 98.7 99.8 98.6 100 100 99.3 99 Buses 0 13 0 0 13 0 0 0 0 0 0 16 1 0 17 0 2 0 0 2 32
% Buses 0 1 0 0 0.7 0 0 0 0 0 0 1.6 0.3 0 1.1 0 0.3 0 0 0.2 0.6 Trucks 1 6 1 0 8 2 2 0 0 4 1 2 0 0 3 1 6 0 0 7 22
% Trucks 0.5 0.5 0.4 0 0.5 0.9 0.5 0 0 0.5 0.5 0.2 0 0 0.2 0.2 1 0 0 0.5 0.4

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 29 201 29 259 26 41 22 89 30 142 35 207 75 74 23 172 727 04:45 PM 22 157 32 211 20 46 33 99 25 132 53 210 70 77 23 170 690 05:00 PM 35 169 29 233 28 61 25 114 32 126 29 187 66 63 22 151 685 05:15 PM 23 168 27 218 32 44 16 92 27 132 47 206 67 69 21 157 673 Total Volume 109 695 117 921 106 192 96 394 114 532 164 810 278 283 89 650 2775 % App. Total 11.8 75.5 12.7 26.9 48.7 24.4 14.1 65.7 20.2 42.8 43.5 13.7 PHF .779 .864 .914 .889 .828 .787 .727 .864 .891 .937 .774 .964 .927 .919 .967 .945 .954 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1PM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

ARASTRADERO RD

W CHARLESTON RD

EL CAMINO REAL
Right
109
Thru
695
Left
117
InOut Total
727 921 1648
Right
106
Thru
192
Left
96 OutTotal In
514 394 908
Left
164
Thru
532
Right
114
Out TotalIn
1069 810 1879
Left
89 Thru
283
Right
278
TotalOut In
465 650 1115
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1PM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 0 1 0 0 1 6
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5
04:30 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 3
04:45 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 4
Total 0 0 0 0 0 4 7 0 0 11 0 0 0 0 0 0 7 0 0 7 18
05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 6
05:15 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 5
05:30 PM 0 1 0 0 1 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 8
05:45 PM 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 8
Total 0 2 0 0 2 0 13 0 0 13 0 0 0 0 0 0 12 0 0 12 27
Grand Total 0 2 0 0 2 4 20 0 0 24 0 0 0 0 0 0 19 0 0 19 45 Apprch % 0 100 0 0 16.7 83.3 0 0 0 0 0 0 0 100 0 0
Total % 0 4.4 0 0 4.4 8.9 44.4 0 0 53.3 0 0 0 0 0 0 42.2 0 0 42.2

EL CAMINO REAL
Southbound

W CHARLESTON RD
Westbound

EL CAMINO REAL
Northbound

ARASTRADERO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6
05:15 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 3 0 3 5
05:30 PM 0 1 0 1 0 5 0 5 0 0 0 0 0 2 0 2 8
05:45 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 3 0 3 8
Total Volume 0 2 0 2 0 13 0 13 0 0 0 0 0 12 0 12 27
% App. Total 0 100 0 0 100 0 0 0 0 0 100 0
PHF .000 .500 .000 .500 .000 .650 .000 .650 .000 .000 .000 .000 .000 .750 .000 .750 .844 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 1PM FINAL
Site Code : 00000001
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

ARASTRADERO RD

W CHARLESTON RD

EL CAMINO REAL
Right
0 Thru
2 Left
0 InOut Total
0 2 2
Right
0 Thru
13 Left
0 OutTotal In
12 13 25
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
0 Thru
12 Right
0 TotalOut In
13 12 25
Peak Hour Begins at 05:00 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2AM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 41 6 5 52 11 0 7 0 18 6 105 3 0 114 0 0 0 4 4 188 07:15 AM 0 62 0 0 62 15 0 2 0 17 4 133 5 0 142 0 0 0 0 0 221 07:30 AM 0 77 7 1 85 28 0 5 0 33 5 126 4 0 135 0 0 0 2 2 255 07:45 AM 0 89 8 1 98 25 0 3 3 31 7 140 13 0 160 0 0 0 1 1 290 Total 0 269 21 7 297 79 0 17 3 99 22 504 25 0 551 0 0 0 7 7 954 08:00 AM 0 87 4 4 95 32 0 8 3 43 9 154 10 0 173 0 0 0 2 2 313 08:15 AM 0 120 26 4 150 33 0 9 4 46 16 135 7 0 158 0 0 0 3 3 357 08:30 AM 0 104 27 2 133 17 0 5 3 25 17 178 6 0 201 0 0 0 2 2 361 08:45 AM 0 103 9 1 113 19 0 10 2 31 24 166 11 0 201 0 0 0 1 1 346 Total 0 414 66 11 491 101 0 32 12 145 66 633 34 0 733 0 0 0 8 8 1377 Grand Total 0 683 87 18 788 180 0 49 15 244 88 1137 59 0 1284 0 0 0 15 15 2331 Apprch % 0 86.7 11 2.3 73.8 0 20.1 6.1 6.9 88.6 4.6 0 0 0 0 100 Total % 0 29.3 3.7 0.8 33.8 7.7 0 2.1 0.6 10.5 3.8 48.8 2.5 0 55.1 0 0 0 0.6 0.6 Lights 0 640 87 18 745 168 0 47 15 230 84 1090 59 0 1233 0 0 0 15 15 2223 % Lights 0 93.7 100 100 94.5 93.3 0 95.9 100 94.3 95.5 95.9 100 0 96 0 0 0 100 100 95.4 Buses 0 19 0 0 19 0 0 1 0 1 1 15 0 0 16 0 0 0 0 0 36
% Buses 0 2.8 0 0 2.4 0 0 2 0 0.4 1.1 1.3 0 0 1.2 0 0 0 0 0 1.5 Trucks 0 24 0 0 24 12 0 1 0 13 3 32 0 0 35 0 0 0 0 0 72 % Trucks 0 3.5 0 0 3 6.7 0 2 0 5.3 3.4 2.8 0 0 2.7 0 0 0 0 0 3.1

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 87 4 91 32 0 8 40 9 154 10 173 0 0 0 0 304
08:15 AM 0 120 26 146 33 0 9 42 16 135 7 158 0 0 0 0 346 08:30 AM 0 104 27 131 17 0 5 22 17 178 6 201 0 0 0 0 354 08:45 AM 0 103 9 112 19 0 10 29 24 166 11 201 0 0 0 0 342 Total Volume 0 414 66 480 101 0 32 133 66 633 34 733 0 0 0 0 1346 % App. Total 0 86.2 13.8 75.9 0 24.1 9 86.4 4.6 0 0 0 PHF .000 .863 .611 .822 .765 .000 .800 .792 .688 .889 .773 .912 .000 .000 .000 .000 .951 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2AM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

DEL MEDIO AVE

EL CAMINO REAL
Right
0 Thru
414
Left
66 InOut Total
734 480 1214
Right
101
Thru
0 Left
32 OutTotal In
132 133 265
Left
34 Thru
633
Right
66 Out TotalIn
446 733 1179
Left
0 Thru
0 Right
0 TotalOut In
34 0 34
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2AM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 4
Total 0 1 1 0 2 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 5
08:00 AM 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 4
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 0 1 0 0 0 0 0 1 2 0 0 3 0 1 0 0 1 5
Grand Total 1 1 1 0 3 0 0 0 0 0 1 4 1 0 6 0 1 0 0 1 10
Apprch % 33.3 33.3 33.3 0 0 0 0 0 16.7 66.7 16.7 0 0 100 0 0 Total % 10 10 10 0 30 0 0 0 0 0 10 40 10 0 60 0 10 0 0 10

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 4
08:00 AM 1 0 0 1 0 0 0 0 0 2 0 2 0 1 0 1 4
Total Volume 1 1 1 3 0 0 0 0 0 4 1 5 0 1 0 1 9
% App. Total 33.3 33.3 33.3 0 0 0 0 80 20 0 100 0
PHF .250 .250 .250 .750 .000 .000 .000 .000 .000 .500 .250 .417 .000 .250 .000 .250 .563 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2AM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

DEL MEDIO AVE

EL CAMINO REAL
Right
1 Thru
1 Left
1 InOut Total
4 3 7
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
1 Thru
4 Right
0 Out TotalIn
1 5 6
Left
0 Thru
1 Right
0 TotalOut In
2 1 3
Peak Hour Begins at 07:15 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 232 12 0 245 15 0 9 0 24 20 167 18 0 205 0 0 0 2 2 476 04:15 PM 0 242 17 3 262 13 0 2 5 20 18 171 11 0 200 0 0 0 3 3 485 04:30 PM 1 264 20 0 285 15 0 7 1 23 21 169 16 0 206 0 1 0 2 3 517 04:45 PM 0 215 16 3 234 14 0 9 0 23 16 166 18 0 200 0 0 0 4 4 461 Total 2 953 65 6 1026 57 0 27 6 90 75 673 63 0 811 0 1 0 11 12 1939 05:00 PM 0 261 15 1 277 15 0 10 2 27 25 180 10 0 215 0 0 0 1 1 520 05:15 PM 0 214 12 2 228 13 0 11 4 28 21 152 12 0 185 0 0 1 0 1 442 05:30 PM 0 184 14 4 202 15 0 10 5 30 20 138 15 0 173 0 0 0 2 2 407 05:45 PM 0 168 11 1 180 12 0 7 3 22 13 148 12 0 173 2 0 0 0 2 377 Total 0 827 52 8 887 55 0 38 14 107 79 618 49 0 746 2 0 1 3 6 1746 Grand Total 2 1780 117 14 1913 112 0 65 20 197 154 1291 112 0 1557 2 1 1 14 18 3685 Apprch % 0.1 93 6.1 0.7 56.9 0 33 10.2 9.9 82.9 7.2 0 11.1 5.6 5.6 77.8 Total % 0.1 48.3 3.2 0.4 51.9 3 0 1.8 0.5 5.3 4.2 35 3 0 42.3 0.1 0 0 0.4 0.5 Lights 2 1759 117 14 1892 111 0 65 20 196 152 1271 111 0 1534 2 1 1 14 18 3640 % Lights 100 98.8 100 100 98.9 99.1 0 100 100 99.5 98.7 98.5 99.1 0 98.5 100 100 100 100 100 98.8 Buses 0 14 0 0 14 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 31
% Buses 0 0.8 0 0 0.7 0 0 0 0 0 0 1.3 0 0 1.1 0 0 0 0 0 0.8 Trucks 0 7 0 0 7 1 0 0 0 1 2 3 1 0 6 0 0 0 0 0 14
% Trucks 0 0.4 0 0 0.4 0.9 0 0 0 0.5 1.3 0.2 0.9 0 0.4 0 0 0 0 0 0.4

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 242 17 259 13 0 2 15 18 171 11 200 0 0 0 0 474 04:30 PM 1 264 20 285 15 0 7 22 21 169 16 206 0 1 0 1 514 04:45 PM 0 215 16 231 14 0 9 23 16 166 18 200 0 0 0 0 454 05:00 PM 0 261 15 276 15 0 10 25 25 180 10 215 0 0 0 0 516 Total Volume 1 982 68 1051 57 0 28 85 80 686 55 821 0 1 0 1 1958 % App. Total 0.1 93.4 6.5 67.1 0 32.9 9.7 83.6 6.7 0 100 0 PHF .250 .930 .850 .922 .950 .000 .700 .850 .800 .953 .764 .955 .000 .250 .000 .250 .949 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

DEL MEDIO AVE

EL CAMINO REAL
Right
1 Thru
982
Left
68 InOut Total
743 1051 1794
Right
57 Thru
0 Left
28 OutTotal In
149 85 234
Left
55 Thru
686
Right
80 Out TotalIn
1010 821 1831
Left
0 Thru
1 Right
0 TotalOut In
56 1 57
Peak Hour Begins at 04:15 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
Grand Total 0 0 3 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4
Apprch % 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 0 75 0 75 0 25 0 0 25 0 0 0 0 0 0 0 0 0 0

EL CAMINO REAL
Southbound

DEL MEDIO AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 2
Total Volume 0 0 2 2 0 1 0 1 0 0 0 0 0 0 0 0 3
% App. Total 0 0 100 0 100 0 0 0 0 0 0 0
PHF .000 .000 .500 .500 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .375 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 2PM FINAL
Site Code : 00000002
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

DEL MEDIO AVE

EL CAMINO REAL
Right
0 Thru
0 Left
2 InOut Total
0 2 2
Right
0 Thru
1 Left
0 OutTotal In
2 1 3
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 04:30 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3AM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 6 28 16 5 55 23 50 17 0 90 9 84 26 0 119 2 22 6 1 31 295 07:15 AM 9 45 15 1 70 11 60 19 0 90 12 113 27 0 152 6 38 12 0 56 368 07:30 AM 11 42 30 3 86 16 82 39 0 137 14 99 41 3 157 6 50 9 3 68 448 07:45 AM 10 57 31 7 105 22 114 32 5 173 19 121 37 3 180 6 63 16 0 85 543 Total 36 172 92 16 316 72 306 107 5 490 54 417 131 6 608 20 173 43 4 240 1654 08:00 AM 18 73 45 6 142 22 116 40 9 187 21 119 46 2 188 5 84 27 1 117 634 08:15 AM 16 86 30 1 133 21 115 26 0 162 35 119 47 4 205 19 108 27 1 155 655 08:30 AM 21 82 23 2 128 23 62 34 3 122 25 147 46 1 219 8 75 30 0 113 582 08:45 AM 26 82 33 2 143 25 74 34 6 139 27 141 60 3 231 6 76 24 1 107 620 Total 81 323 131 11 546 91 367 134 18 610 108 526 199 10 843 38 343 108 3 492 2491 Grand Total 117 495 223 27 862 163 673 241 23 1100 162 943 330 16 1451 58 516 151 7 732 4145 Apprch % 13.6 57.4 25.9 3.1 14.8 61.2 21.9 2.1 11.2 65 22.7 1.1 7.9 70.5 20.6 1 Total % 2.8 11.9 5.4 0.7 20.8 3.9 16.2 5.8 0.6 26.5 3.9 22.8 8 0.4 35 1.4 12.4 3.6 0.2 17.7 Lights 115 468 217 27 827 148 659 225 23 1055 150 916 314 16 1396 54 506 146 7 713 3991 % Lights 98.3 94.5 97.3 100 95.9 90.8 97.9 93.4 100 95.9 92.6 97.1 95.2 100 96.2 93.1 98.1 96.7 100 97.4 96.3 Buses 0 12 0 0 12 0 2 1 0 3 7 15 4 0 26 2 0 0 0 2 43
% Buses 0 2.4 0 0 1.4 0 0.3 0.4 0 0.3 4.3 1.6 1.2 0 1.8 3.4 0 0 0 0.3 1 Trucks 2 15 6 0 23 15 12 15 0 42 5 12 12 0 29 2 10 5 0 17 111 % Trucks 1.7 3 2.7 0 2.7 9.2 1.8 6.2 0 3.8 3.1 1.3 3.6 0 2 3.4 1.9 3.3 0 2.3 2.7

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 18 73 45 136 22 116 40 178 21 119 46 186 5 84 27 116 616 08:15 AM 16 86 30 132 21 115 26 162 35 119 47 201 19 108 27 154 649 08:30 AM 21 82 23 126 23 62 34 119 25 147 46 218 8 75 30 113 576 08:45 AM 26 82 33 141 25 74 34 133 27 141 60 228 6 76 24 106 608 Total Volume 81 323 131 535 91 367 134 592 108 526 199 833 38 343 108 489 2449 % App. Total 15.1 60.4 24.5 15.4 62 22.6 13 63.1 23.9 7.8 70.1 22.1 PHF .779 .939 .728 .949 .910 .791 .838 .831 .771 .895 .829 .913 .500 .794 .900 .794 .943 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3AM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

SAN ANTONIO RD

EL CAMINO REAL
Right
81 Thru
323
Left
131
InOut Total
725 535 1260
Right
91 Thru
367
Left
134
OutTotal In
582 592 1174
Left
199
Thru
526
Right
108
Out TotalIn
495 833 1328
Left
108
Thru
343
Right
38 TotalOut In
647 489 1136
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3AM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 5
08:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 3
08:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
Total 1 0 0 0 1 0 3 0 0 3 0 0 1 0 1 0 4 0 0 4 9
Grand Total 1 0 0 0 1 0 5 0 0 5 0 1 1 0 2 0 6 0 0 6 14
Apprch % 100 0 0 0 0 100 0 0 0 50 50 0 0 100 0 0
Total % 7.1 0 0 0 7.1 0 35.7 0 0 35.7 0 7.1 7.1 0 14.3 0 42.9 0 0 42.9

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 2 3
08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total Volume 1 0 0 1 0 3 0 3 0 0 1 1 0 4 0 4 9
% App. Total 100 0 0 0 100 0 0 0 100 0 100 0
PHF .250 .000 .000 .250 .000 .375 .000 .375 .000 .000 .250 .250 .000 .500 .000 .500 .750 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3AM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

SAN ANTONIO RD

EL CAMINO REAL
Right
1 Thru
0 Left
0 InOut Total
0 1 1
Right
0 Thru
3 Left
0 OutTotal In
4 3 7
Left
1 Thru
0 Right
0 Out TotalIn
0 1 1
Left
0 Thru
4 Right
0 TotalOut In
5 4 9
Peak Hour Begins at 08:00 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3PM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 36 149 70 5 260 16 103 55 7 181 31 139 54 4 228 15 89 29 3 136 805 04:15 PM 26 163 60 8 257 27 88 39 8 162 30 145 50 3 228 12 84 31 2 129 776 04:30 PM 31 185 76 6 298 30 116 42 3 191 32 137 59 8 236 10 106 28 6 150 875 04:45 PM 21 169 55 6 251 29 72 55 3 159 32 135 36 5 208 14 87 22 1 124 742 Total 114 666 261 25 1066 102 379 191 21 693 125 556 199 20 900 51 366 110 12 539 3198 05:00 PM 39 181 56 2 278 25 93 71 2 191 41 146 67 4 258 9 119 33 4 165 892 05:15 PM 31 175 66 13 285 16 88 51 6 161 29 138 80 3 250 20 102 25 3 150 846 05:30 PM 38 140 59 1 238 15 88 37 3 143 35 115 60 3 213 17 101 25 1 144 738 05:45 PM 28 136 42 6 212 25 91 63 1 180 26 119 58 4 207 17 82 28 1 128 727 Total 136 632 223 22 1013 81 360 222 12 675 131 518 265 14 928 63 404 111 9 587 3203 Grand Total 250 1298 484 47 2079 183 739 413 33 1368 256 1074 464 34 1828 114 770 221 21 1126 6401 Apprch % 12 62.4 23.3 2.3 13.4 54 30.2 2.4 14 58.8 25.4 1.9 10.1 68.4 19.6 1.9 Total % 3.9 20.3 7.6 0.7 32.5 2.9 11.5 6.5 0.5 21.4 4 16.8 7.2 0.5 28.6 1.8 12 3.5 0.3 17.6 Lights 250 1277 481 47 2055 183 737 411 33 1364 243 1053 460 34 1790 107 766 218 21 1112 6321 % Lights 100 98.4 99.4 100 98.8 100 99.7 99.5 100 99.7 94.9 98 99.1 100 97.9 93.9 99.5 98.6 100 98.8 98.8 Buses 0 15 0 0 15 0 1 0 0 1 8 17 4 0 29 5 1 0 0 6 51
% Buses 0 1.2 0 0 0.7 0 0.1 0 0 0.1 3.1 1.6 0.9 0 1.6 4.4 0.1 0 0 0.5 0.8 Trucks 0 6 3 0 9 0 1 2 0 3 5 4 0 0 9 2 3 3 0 8 29
% Trucks 0 0.5 0.6 0 0.4 0 0.1 0.5 0 0.2 2 0.4 0 0 0.5 1.8 0.4 1.4 0 0.7 0.5

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 31 185 76 292 30 116 42 188 32 137 59 228 10 106 28 144 852 04:45 PM 21 169 55 245 29 72 55 156 32 135 36 203 14 87 22 123 727 05:00 PM 39 181 56 276 25 93 71 189 41 146 67 254 9 119 33 161 880 05:15 PM 31 175 66 272 16 88 51 155 29 138 80 247 20 102 25 147 821 Total Volume 122 710 253 1085 100 369 219 688 134 556 242 932 53 414 108 575 3280 % App. Total 11.2 65.4 23.3 14.5 53.6 31.8 14.4 59.7 26 9.2 72 18.8 PHF .782 .959 .832 .929 .833 .795 .771 .910 .817 .952 .756 .917 .663 .870 .818 .893 .932 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3PM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

SAN ANTONIO RD

EL CAMINO REAL
Right
122
Thru
710
Left
253
InOut Total
764 1085 1849
Right
100
Thru
369
Left
219
OutTotal In
801 688 1489
Left
242
Thru
556
Right
134
Out TotalIn
982 932 1914
Left
108
Thru
414
Right
53 TotalOut In
733 575 1308
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3PM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 3
04:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 3 2 0 5 0 0 0 0 0 0 0 0 0 0 6
05:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3
05:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 4
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 6 0 0 6 0 0 0 0 0 0 0 1 0 1 8
Grand Total 0 2 0 0 2 0 9 2 0 11 0 0 0 0 0 0 0 1 0 1 14 Apprch % 0 100 0 0 0 81.8 18.2 0 0 0 0 0 0 0 100 0
Total % 0 14.3 0 0 14.3 0 64.3 14.3 0 78.6 0 0 0 0 0 0 0 7.1 0 7.1

EL CAMINO REAL
Southbound

SAN ANTONIO RD
Westbound

EL CAMINO REAL
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 1 1 4
Total Volume 0 1 0 1 0 6 0 6 0 0 0 0 0 0 1 1 8
% App. Total 0 100 0 0 100 0 0 0 0 0 0 100
PHF .000 .250 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .250 .250 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 3PM FINAL
Site Code : 00000003
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

SAN ANTONIO RD

EL CAMINO REAL
Right
0 Thru
1 Left
0 InOut Total
1 1 2
Right
0 Thru
6 Left
0 OutTotal In
0 6 6
Left
0 Thru
0 Right
0 Out TotalIn
1 0 1
Left
1 Thru
0 Right
0 TotalOut In
6 1 7
Peak Hour Begins at 04:45 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4AM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 53 15 0 69 10 0 10 1 21 8 100 4 0 112 1 0 0 3 4 206 07:15 AM 1 64 14 7 86 12 0 13 1 26 9 136 5 0 150 1 0 0 5 6 268 07:30 AM 4 86 18 6 114 12 0 5 0 17 12 133 4 0 149 0 0 0 2 2 282 07:45 AM 6 90 14 4 114 19 4 11 0 34 20 173 6 0 199 1 0 0 3 4 351 Total 12 293 61 17 383 53 4 39 2 98 49 542 19 0 610 3 0 0 13 16 1107 08:00 AM 9 96 20 4 129 22 1 17 4 44 20 150 4 0 174 0 2 1 2 5 352 08:15 AM 11 119 24 6 160 18 4 27 2 51 25 165 10 0 200 1 1 2 2 6 417 08:30 AM 12 128 38 8 186 13 4 18 6 41 32 177 4 0 213 4 1 3 2 10 450 08:45 AM 12 109 34 1 156 17 1 14 4 36 22 177 11 0 210 4 2 2 0 8 410 Total 44 452 116 19 631 70 10 76 16 172 99 669 29 0 797 9 6 8 6 29 1629 Grand Total 56 745 177 36 1014 123 14 115 18 270 148 1211 48 0 1407 12 6 8 19 45 2736 Apprch % 5.5 73.5 17.5 3.6 45.6 5.2 42.6 6.7 10.5 86.1 3.4 0 26.7 13.3 17.8 42.2 Total % 2 27.2 6.5 1.3 37.1 4.5 0.5 4.2 0.7 9.9 5.4 44.3 1.8 0 51.4 0.4 0.2 0.3 0.7 1.6 Lights 52 692 163 36 943 109 12 113 18 252 146 1178 42 0 1366 12 6 8 19 45 2606 % Lights 92.9 92.9 92.1 100 93 88.6 85.7 98.3 100 93.3 98.6 97.3 87.5 0 97.1 100 100 100 100 100 95.2 Buses 0 19 3 0 22 13 0 0 0 13 2 15 0 0 17 0 0 0 0 0 52
% Buses 0 2.6 1.7 0 2.2 10.6 0 0 0 4.8 1.4 1.2 0 0 1.2 0 0 0 0 0 1.9 Trucks 4 34 11 0 49 1 2 2 0 5 0 18 6 0 24 0 0 0 0 0 78
% Trucks 7.1 4.6 6.2 0 4.8 0.8 14.3 1.7 0 1.9 0 1.5 12.5 0 1.7 0 0 0 0 0 2.9

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 9 96 20 125 22 1 17 40 20 150 4 174 0 2 1 3 342 08:15 AM 11 119 24 154 18 4 27 49 25 165 10 200 1 1 2 4 407 08:30 AM 12 128 38 178 13 4 18 35 32 177 4 213 4 1 3 8 434 08:45 AM 12 109 34 155 17 1 14 32 22 177 11 210 4 2 2 8 405 Total Volume 44 452 116 612 70 10 76 156 99 669 29 797 9 6 8 23 1588 % App. Total 7.2 73.9 19 44.9 6.4 48.7 12.4 83.9 3.6 39.1 26.1 34.8 PHF .917 .883 .763 .860 .795 .625 .704 .796 .773 .945 .659 .935 .563 .750 .667 .719 .915 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4AM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

SHOWERS DR

EL CAMINO REAL
Right
44 Thru
452
Left
116
InOut Total
747 612 1359
Right
70 Thru
10 Left
76 OutTotal In
221 156 377
Left
29 Thru
669
Right
99 Out TotalIn
537 797 1334
Left
8 Thru
6 Right
9 TotalOut In
83 23 106
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4AM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
07:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
Total 0 1 0 0 1 0 0 2 0 2 0 4 0 0 4 0 0 0 0 0 7
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
Grand Total 0 1 0 0 1 0 0 2 0 2 0 4 0 0 4 1 0 0 0 1 8
Apprch % 0 100 0 0 0 0 100 0 0 100 0 0 100 0 0 0
Total % 0 12.5 0 0 12.5 0 0 25 0 25 0 50 0 0 50 12.5 0 0 0 12.5

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:45 AM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Total Volume 0 1 0 1 0 0 2 2 0 4 0 4 0 0 0 0 7
% App. Total 0 100 0 0 0 100 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .250 .250 .000 .500 .000 .500 .000 .000 .000 .000 .583 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4AM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

SHOWERS DR

EL CAMINO REAL
Right
0 Thru
1 Left
0 InOut Total
4 1 5
Right
0 Thru
0 Left
2 OutTotal In
0 2 2
Left
0 Thru
4 Right
0 Out TotalIn
3 4 7
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:00 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4PM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 18 154 52 9 233 30 6 42 5 83 30 151 9 0 190 9 4 12 8 33 539 04:15 PM 17 210 46 13 286 27 4 37 6 74 32 172 15 0 219 8 2 7 2 19 598 04:30 PM 16 213 58 11 298 29 7 39 10 85 28 149 10 0 187 10 3 6 2 21 591 04:45 PM 14 215 48 15 292 23 2 45 3 73 30 167 17 0 214 12 3 14 1 30 609 Total 65 792 204 48 1109 109 19 163 24 315 120 639 51 0 810 39 12 39 13 103 2337 05:00 PM 16 230 40 9 295 26 4 46 3 79 40 188 17 0 245 6 2 9 5 22 641 05:15 PM 14 239 47 13 313 28 9 29 1 67 32 177 17 0 226 16 1 9 9 35 641 05:30 PM 17 179 56 16 268 17 8 38 6 69 36 158 13 0 207 11 2 6 10 29 573 05:45 PM 19 186 40 7 252 27 2 43 2 74 40 146 13 0 199 12 4 9 3 28 553 Total 66 834 183 45 1128 98 23 156 12 289 148 669 60 0 877 45 9 33 27 114 2408 Grand Total 131 1626 387 93 2237 207 42 319 36 604 268 1308 111 0 1687 84 21 72 40 217 4745 Apprch % 5.9 72.7 17.3 4.2 34.3 7 52.8 6 15.9 77.5 6.6 0 38.7 9.7 33.2 18.4 Total % 2.8 34.3 8.2 2 47.1 4.4 0.9 6.7 0.8 12.7 5.6 27.6 2.3 0 35.6 1.8 0.4 1.5 0.8 4.6 Lights 131 1600 382 93 2206 195 42 315 36 588 263 1284 111 0 1658 84 21 72 40 217 4669 % Lights 100 98.4 98.7 100 98.6 94.2 100 98.7 100 97.4 98.1 98.2 100 0 98.3 100 100 100 100 100 98.4 Buses 0 16 5 0 21 12 0 0 0 12 5 18 0 0 23 0 0 0 0 0 56
% Buses 0 1 1.3 0 0.9 5.8 0 0 0 2 1.9 1.4 0 0 1.4 0 0 0 0 0 1.2 Trucks 0 10 0 0 10 0 0 4 0 4 0 6 0 0 6 0 0 0 0 0 20
% Trucks 0 0.6 0 0 0.4 0 0 1.3 0 0.7 0 0.5 0 0 0.4 0 0 0 0 0 0.4

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 16 213 58 287 29 7 39 75 28 149 10 187 10 3 6 19 568 04:45 PM 14 215 48 277 23 2 45 70 30 167 17 214 12 3 14 29 590 05:00 PM 16 230 40 286 26 4 46 76 40 188 17 245 6 2 9 17 624 05:15 PM 14 239 47 300 28 9 29 66 32 177 17 226 16 1 9 26 618 Total Volume 60 897 193 1150 106 22 159 287 130 681 61 872 44 9 38 91 2400 % App. Total 5.2 78 16.8 36.9 7.7 55.4 14.9 78.1 7 48.4 9.9 41.8 PHF .938 .938 .832 .958 .914 .611 .864 .944 .813 .906 .897 .890 .688 .750 .679 .784 .962 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4PM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

SHOWERS DR

EL CAMINO REAL
Right
60 Thru
897
Left
193
InOut Total
825 1150 1975
Right
106
Thru
22 Left
159
OutTotal In
332 287 619
Left
61 Thru
681
Right
130
Out TotalIn
1100 872 1972
Left
38 Thru
9 Right
44 TotalOut In
143 91 234
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4PM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 4
Grand Total 0 2 0 0 2 1 1 0 0 2 0 0 0 0 0 2 1 0 0 3 7
Apprch % 0 100 0 0 50 50 0 0 0 0 0 0 66.7 33.3 0 0
Total % 0 28.6 0 0 28.6 14.3 14.3 0 0 28.6 0 0 0 0 0 28.6 14.3 0 0 42.9

EL CAMINO REAL
Southbound

SHOWERS DR
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3
Total Volume 0 0 0 0 1 1 0 2 0 0 0 0 2 1 0 3 5
% App. Total 0 0 0 50 50 0 0 0 0 66.7 33.3 0
PHF .000 .000 .000 .000 .250 .250 .000 .500 .000 .000 .000 .000 .250 .250 .000 .250 .417 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 4PM FINAL
Site Code : 00000004
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

SHOWERS DR

EL CAMINO REAL
Right
0 Thru
0 Left
0 InOut Total
1 0 1
Right
1 Thru
1 Left
0 OutTotal In
1 2 3
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
0 Thru
1 Right
2 TotalOut In
1 3 4
Peak Hour Begins at 04:30 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5AM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 60 5 0 65 4 0 3 1 8 6 113 3 0 122 0 0 0 1 1 196 07:15 AM 2 68 2 0 72 3 0 5 0 8 12 151 1 0 164 0 0 0 0 0 244 07:30 AM 1 90 2 1 94 11 0 5 2 18 10 146 3 0 159 1 0 0 0 1 272 07:45 AM 0 104 4 1 109 8 0 5 1 14 11 200 0 0 211 0 0 0 1 1 335 Total 3 322 13 2 340 26 0 18 4 48 39 610 7 0 656 1 0 0 2 3 1047 08:00 AM 0 114 4 4 122 5 0 27 1 33 11 178 6 0 195 0 0 0 3 3 353 08:15 AM 0 147 1 1 149 17 0 20 1 38 15 185 3 0 203 0 0 0 4 4 394 08:30 AM 1 137 7 0 145 6 0 11 3 20 32 202 2 0 236 0 0 1 0 1 402 08:45 AM 1 119 5 0 125 8 0 8 2 18 21 218 3 0 242 0 0 0 1 1 386 Total 2 517 17 5 541 36 0 66 7 109 79 783 14 0 876 0 0 1 8 9 1535 Grand Total 5 839 30 7 881 62 0 84 11 157 118 1393 21 0 1532 1 0 1 10 12 2582 Apprch % 0.6 95.2 3.4 0.8 39.5 0 53.5 7 7.7 90.9 1.4 0 8.3 0 8.3 83.3 Total % 0.2 32.5 1.2 0.3 34.1 2.4 0 3.3 0.4 6.1 4.6 54 0.8 0 59.3 0 0 0 0.4 0.5 Lights 5 788 29 7 829 62 0 84 11 157 111 1349 21 0 1481 1 0 1 10 12 2479 % Lights 100 93.9 96.7 100 94.1 100 0 100 100 100 94.1 96.8 100 0 96.7 100 0 100 100 100 96 Buses 0 19 0 0 19 0 0 0 0 0 2 17 0 0 19 0 0 0 0 0 38
% Buses 0 2.3 0 0 2.2 0 0 0 0 0 1.7 1.2 0 0 1.2 0 0 0 0 0 1.5 Trucks 0 32 1 0 33 0 0 0 0 0 5 27 0 0 32 0 0 0 0 0 65
% Trucks 0 3.8 3.3 0 3.7 0 0 0 0 0 4.2 1.9 0 0 2.1 0 0 0 0 0 2.5

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 114 4 118 5 0 27 32 11 178 6 195 0 0 0 0 345 08:15 AM 0 147 1 148 17 0 20 37 15 185 3 203 0 0 0 0 388 08:30 AM 1 137 7 145 6 0 11 17 32 202 2 236 0 0 1 1 399 08:45 AM 1 119 5 125 8 0 8 16 21 218 3 242 0 0 0 0 383
Total Volume 2 517 17 536 36 0 66 102 79 783 14 876 0 0 1 1 1515 % App. Total 0.4 96.5 3.2 35.3 0 64.7 9 89.4 1.6 0 0 100 PHF .500 .879 .607 .905 .529 .000 .611 .689 .617 .898 .583 .905 .000 .000 .250 .250 .949 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5AM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

ORTEGA AVE

EL CAMINO REAL
Right
2 Thru
517
Left
17 InOut Total
820 536 1356
Right
36 Thru
0 Left
66 OutTotal In
96 102 198
Left
14 Thru
783
Right
79 Out TotalIn
583 876 1459
Left
1 Thru
0 Right
0 TotalOut In
16 1 17
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5AM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2
Total 0 0 0 0 0 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Grand Total 0 1 0 0 1 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 6
Apprch % 0 100 0 0 0 100 0 0 0 100 0 0 0 0 0 0
Total % 0 16.7 0 0 16.7 0 33.3 0 0 33.3 0 50 0 0 50 0 0 0 0 0

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
07:45 AM 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 2
Total Volume 0 0 0 0 0 2 0 2 0 3 0 3 0 0 0 0 5
% App. Total 0 0 0 0 100 0 0 100 0 0 0 0
PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .375 .000 .375 .000 .000 .000 .000 .625 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5AM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

ORTEGA AVE

EL CAMINO REAL
Right
0 Thru
0 Left
0 InOut Total
3 0 3
Right
0 Thru
2 Left
0 OutTotal In
0 2 2
Left
0 Thru
3 Right
0 Out TotalIn
0 3 3
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 07:00 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5PM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 208 7 1 216 5 0 13 5 23 15 184 2 0 201 0 0 2 0 2 442 04:15 PM 0 266 3 3 272 4 0 5 2 11 17 200 0 0 217 0 0 0 6 6 506 04:30 PM 0 252 11 1 264 13 0 15 4 32 21 165 2 0 188 0 0 1 1 2 486 04:45 PM 0 269 10 4 283 5 2 12 1 20 15 196 1 0 212 1 0 0 4 5 520 Total 0 995 31 9 1035 27 2 45 12 86 68 745 5 0 818 1 0 3 11 15 1954 05:00 PM 0 283 9 1 293 8 0 8 3 19 15 215 1 0 231 0 2 1 6 9 552 05:15 PM 0 279 13 1 293 7 0 10 3 20 17 189 3 0 209 1 0 1 6 8 530 05:30 PM 0 223 8 0 231 12 1 9 3 25 15 196 4 0 215 1 0 1 2 4 475 05:45 PM 0 229 9 2 240 7 0 10 3 20 20 180 2 0 202 1 1 0 2 4 466 Total 0 1014 39 4 1057 34 1 37 12 84 67 780 10 0 857 3 3 3 16 25 2023 Grand Total 0 2009 70 13 2092 61 3 82 24 170 135 1525 15 0 1675 4 3 6 27 40 3977 Apprch % 0 96 3.3 0.6 35.9 1.8 48.2 14.1 8.1 91 0.9 0 10 7.5 15 67.5 Total % 0 50.5 1.8 0.3 52.6 1.5 0.1 2.1 0.6 4.3 3.4 38.3 0.4 0 42.1 0.1 0.1 0.2 0.7 1 Lights 0 1979 70 13 2062 60 3 79 24 166 134 1498 15 0 1647 4 3 6 27 40 3915 % Lights 0 98.5 100 100 98.6 98.4 100 96.3 100 97.6 99.3 98.2 100 0 98.3 100 100 100 100 100 98.4 Buses 0 17 0 0 17 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 39
% Buses 0 0.8 0 0 0.8 0 0 0 0 0 0 1.4 0 0 1.3 0 0 0 0 0 1 Trucks 0 13 0 0 13 1 0 3 0 4 1 5 0 0 6 0 0 0 0 0 23
% Trucks 0 0.6 0 0 0.6 1.6 0 3.7 0 2.4 0.7 0.3 0 0 0.4 0 0 0 0 0 0.6

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 252 11 263 13 0 15 28 21 165 2 188 0 0 1 1 480 04:45 PM 0 269 10 279 5 2 12 19 15 196 1 212 1 0 0 1 511 05:00 PM 0 283 9 292 8 0 8 16 15 215 1 231 0 2 1 3 542
05:15 PM 0 279 13 292 7 0 10 17 17 189 3 209 1 0 1 2 520 Total Volume 0 1083 43 1126 33 2 45 80 68 765 7 840 2 2 3 7 2053 % App. Total 0 96.2 3.8 41.2 2.5 56.2 8.1 91.1 0.8 28.6 28.6 42.9 PHF .000 .957 .827 .964 .635 .250 .750 .714 .810 .890 .583 .909 .500 .250 .750 .583 .947 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5PM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

ORTEGA AVE

EL CAMINO REAL
Right
0 Thru
1083
Left
43 InOut Total
801 1126 1927
Right
33 Thru
2 Left
45 OutTotal In
113 80 193
Left
7 Thru
765
Right
68 Out TotalIn
1130 840 1970
Left
3 Thru
2 Right
2 TotalOut In
9 7 16
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5PM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 0 2 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 5
05:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5
Grand Total 1 5 0 0 6 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 10
Apprch % 16.7 83.3 0 0 50 50 0 0 0 0 0 0 0 100 0 0
Total % 10 50 0 0 60 10 10 0 0 20 0 0 0 0 0 0 20 0 0 20

EL CAMINO REAL
Southbound

ORTEGA AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3
Total Volume 1 2 0 3 1 0 0 1 0 0 0 0 0 2 0 2 6
% App. Total 33.3 66.7 0 100 0 0 0 0 0 0 100 0
PHF .250 .250 .000 .375 .250 .000 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 5PM FINAL
Site Code : 00000005
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

ORTEGA AVE

EL CAMINO REAL
Right
1 Thru
2 Left
0 InOut Total
1 3 4
Right
1 Thru
0 Left
0 OutTotal In
2 1 3
Left
0 Thru
0 Right
0 Out TotalIn
2 0 2
Left
0 Thru
2 Right
0 TotalOut In
1 2 3
Peak Hour Begins at 04:30 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6AM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 58 5 3 66 12 0 15 0 27 4 117 5 0 126 0 0 0 1 1 220 07:15 AM 0 54 4 1 59 26 0 28 0 54 14 156 3 0 173 0 0 0 0 0 286 07:30 AM 0 107 10 1 118 21 0 28 0 49 23 145 2 0 170 0 0 0 1 1 338 07:45 AM 1 99 5 4 109 22 0 38 0 60 18 204 7 0 229 0 0 0 2 2 400 Total 1 318 24 9 352 81 0 109 0 190 59 622 17 0 698 0 0 0 4 4 1244 08:00 AM 0 137 7 1 145 25 1 60 0 86 34 197 12 0 243 0 0 0 1 1 475 08:15 AM 0 148 8 3 159 20 0 56 2 78 31 189 8 0 228 0 0 0 4 4 469 08:30 AM 0 153 13 2 168 27 0 36 0 63 37 233 3 0 273 0 0 0 3 3 507 08:45 AM 0 140 2 3 145 27 0 43 1 71 37 237 5 0 279 0 0 0 5 5 500 Total 0 578 30 9 617 99 1 195 3 298 139 856 28 0 1023 0 0 0 13 13 1951 Grand Total 1 896 54 18 969 180 1 304 3 488 198 1478 45 0 1721 0 0 0 17 17 3195 Apprch % 0.1 92.5 5.6 1.9 36.9 0.2 62.3 0.6 11.5 85.9 2.6 0 0 0 0 100 Total % 0 28 1.7 0.6 30.3 5.6 0 9.5 0.1 15.3 6.2 46.3 1.4 0 53.9 0 0 0 0.5 0.5 Lights 1 849 51 18 919 175 1 299 3 478 192 1427 43 0 1662 0 0 0 17 17 3076 % Lights 100 94.8 94.4 100 94.8 97.2 100 98.4 100 98 97 96.5 95.6 0 96.6 0 0 0 100 100 96.3 Buses 0 19 0 0 19 1 0 2 0 3 0 19 0 0 19 0 0 0 0 0 41
% Buses 0 2.1 0 0 2 0.6 0 0.7 0 0.6 0 1.3 0 0 1.1 0 0 0 0 0 1.3 Trucks 0 28 3 0 31 4 0 3 0 7 6 32 2 0 40 0 0 0 0 0 78
% Trucks 0 3.1 5.6 0 3.2 2.2 0 1 0 1.4 3 2.2 4.4 0 2.3 0 0 0 0 0 2.4

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 137 7 144 25 1 60 86 34 197 12 243 0 0 0 0 473 08:15 AM 0 148 8 156 20 0 56 76 31 189 8 228 0 0 0 0 460 08:30 AM 0 153 13 166 27 0 36 63 37 233 3 273 0 0 0 0 502 08:45 AM 0 140 2 142 27 0 43 70 37 237 5 279 0 0 0 0 491 Total Volume 0 578 30 608 99 1 195 295 139 856 28 1023 0 0 0 0 1926 % App. Total 0 95.1 4.9 33.6 0.3 66.1 13.6 83.7 2.7 0 0 0 PHF .000 .944 .577 .916 .917 .250 .813 .858 .939 .903 .583 .917 .000 .000 .000 .000 .959 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6AM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

RENGSTORFF AVE

EL CAMINO REAL
Right
0 Thru
578
Left
30 InOut Total
955 608 1563
Right
99 Thru
1 Left
195
OutTotal In
169 295 464
Left
28 Thru
856
Right
139
Out TotalIn
773 1023 1796
Left
0 Thru
0 Right
0 TotalOut In
29 0 29
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6AM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
07:45 AM 0 0 1 0 1 0 1 1 0 2 0 2 0 0 2 0 0 0 0 0 5
Total 0 1 1 0 2 0 2 1 0 3 0 3 0 0 3 0 0 0 0 0 8
08:00 AM 0 0 1 0 1 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 0 1 0 1 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 4
Grand Total 0 1 2 0 3 1 2 1 0 4 1 4 0 0 5 0 0 0 0 0 12
Apprch % 0 33.3 66.7 0 25 50 25 0 20 80 0 0 0 0 0 0
Total % 0 8.3 16.7 0 25 8.3 16.7 8.3 0 33.3 8.3 33.3 0 0 41.7 0 0 0 0 0

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:45 AM 0 0 1 1 0 1 1 2 0 2 0 2 0 0 0 0 5
08:00 AM 0 0 1 1 1 0 0 1 1 0 0 1 0 0 0 0 3
Total Volume 0 1 2 3 1 1 1 3 1 3 0 4 0 0 0 0 10
% App. Total 0 33.3 66.7 33.3 33.3 33.3 25 75 0 0 0 0 PHF .000 .250 .500 .750 .250 .250 .250 .375 .250 .375 .000 .500 .000 .000 .000 .000 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6AM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

RENGSTORFF AVE

EL CAMINO REAL
Right
0 Thru
1 Left
2 InOut Total
4 3 7
Right
1 Thru
1 Left
1 OutTotal In
3 3 6
Left
0 Thru
3 Right
1 Out TotalIn
2 4 6
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 07:15 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6PM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 198 25 3 226 20 0 52 8 80 46 198 7 0 251 1 0 0 4 5 562 04:15 PM 0 231 21 0 252 25 0 49 0 74 44 199 12 0 255 0 0 0 7 7 588 04:30 PM 0 224 35 5 264 27 0 62 3 92 59 187 25 1 272 0 0 1 6 7 635 04:45 PM 0 246 27 0 273 17 0 37 1 55 57 224 14 0 295 0 0 0 7 7 630 Total 0 899 108 8 1015 89 0 200 12 301 206 808 58 1 1073 1 0 1 24 26 2415 05:00 PM 0 275 31 6 312 16 0 57 1 74 48 219 15 0 282 0 0 1 8 9 677 05:15 PM 0 244 25 7 276 22 0 63 1 86 48 200 20 0 268 0 0 0 7 7 637 05:30 PM 0 236 18 2 256 22 0 47 1 70 57 198 13 0 268 0 0 0 6 6 600 05:45 PM 0 224 21 1 246 28 0 49 3 80 45 185 7 0 237 0 0 0 1 1 564 Total 0 979 95 16 1090 88 0 216 6 310 198 802 55 0 1055 0 0 1 22 23 2478 Grand Total 0 1878 203 24 2105 177 0 416 18 611 404 1610 113 1 2128 1 0 2 46 49 4893 Apprch % 0 89.2 9.6 1.1 29 0 68.1 2.9 19 75.7 5.3 0 2 0 4.1 93.9 Total % 0 38.4 4.1 0.5 43 3.6 0 8.5 0.4 12.5 8.3 32.9 2.3 0 43.5 0 0 0 0.9 1 Lights 0 1846 201 24 2071 177 0 414 18 609 400 1582 112 1 2095 1 0 2 46 49 4824 % Lights 0 98.3 99 100 98.4 100 0 99.5 100 99.7 99 98.3 99.1 100 98.4 100 0 100 100 100 98.6 Buses 0 15 0 0 15 0 0 1 0 1 0 23 0 0 23 0 0 0 0 0 39
% Buses 0 0.8 0 0 0.7 0 0 0.2 0 0.2 0 1.4 0 0 1.1 0 0 0 0 0 0.8 Trucks 0 17 2 0 19 0 0 1 0 1 4 5 1 0 10 0 0 0 0 0 30
% Trucks 0 0.9 1 0 0.9 0 0 0.2 0 0.2 1 0.3 0.9 0 0.5 0 0 0 0 0 0.6

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 224 35 259 27 0 62 89 59 187 25 271 0 0 1 1 620 04:45 PM 0 246 27 273 17 0 37 54 57 224 14 295 0 0 0 0 622 05:00 PM 0 275 31 306 16 0 57 73 48 219 15 282 0 0 1 1 662 05:15 PM 0 244 25 269 22 0 63 85 48 200 20 268 0 0 0 0 622 Total Volume 0 989 118 1107 82 0 219 301 212 830 74 1116 0 0 2 2 2526 % App. Total 0 89.3 10.7 27.2 0 72.8 19 74.4 6.6 0 0 100 PHF .000 .899 .843 .904 .759 .000 .869 .846 .898 .926 .740 .946 .000 .000 .500 .500 .954 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6PM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

RENGSTORFF AVE

EL CAMINO REAL
Right
0 Thru
989
Left
118
InOut Total
914 1107 2021
Right
82 Thru
0 Left
219
OutTotal In
330 301 631
Left
74 Thru
830
Right
212
Out TotalIn
1208 1116 2324
Left
2 Thru
0 Right
0 TotalOut In
74 2 76
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6PM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 3 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Grand Total 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5
Apprch % 0 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 80 0 0 80 0 20 0 0 20 0 0 0 0 0 0 0 0 0 0

EL CAMINO REAL
Southbound

RENGSTORFF AVE
Westbound

EL CAMINO REAL
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 3 0 3 0 1 0 1 0 0 0 0 0 0 0 0 4
% App. Total 0 100 0 0 100 0 0 0 0 0 0 0
PHF .000 .375 .000 .375 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 6PM FINAL
Site Code : 00000006
Start Date : 4/27/2021
Page No : 2

EL CAMINO REAL

DRIVEWAY

RENGSTORFF AVE

EL CAMINO REAL
Right
0 Thru
3 Left
0 InOut Total
0 3 3
Right
0 Thru
1 Left
0 OutTotal In
0 1 1
Left
0 Thru
0 Right
0 Out TotalIn
3 0 3
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 04:00 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7AM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 3 3 2 9 2 80 14 0 96 3 1 6 2 12 1 32 0 3 36 153 07:15 AM 2 1 2 4 9 5 88 15 2 110 2 2 2 3 9 3 49 2 4 58 186 07:30 AM 3 2 8 4 17 0 124 10 1 135 6 0 2 0 8 3 56 9 4 72 232 07:45 AM 6 3 4 2 15 4 165 16 0 185 8 1 7 2 18 3 95 2 0 100 318 Total 12 9 17 12 50 11 457 55 3 526 19 4 17 7 47 10 232 13 11 266 889 08:00 AM 5 2 5 4 16 6 161 11 0 178 6 0 6 1 13 5 114 1 7 127 334 08:15 AM 7 5 3 1 16 3 144 11 1 159 5 1 2 3 11 2 108 5 2 117 303 08:30 AM 2 4 6 3 15 4 147 18 2 171 9 1 8 3 21 7 127 8 5 147 354 08:45 AM 4 4 7 1 16 8 129 17 1 155 11 1 5 3 20 4 100 9 5 118 309 Total 18 15 21 9 63 21 581 57 4 663 31 3 21 10 65 18 449 23 19 509 1300 Grand Total 30 24 38 21 113 32 1038 112 7 1189 50 7 38 17 112 28 681 36 30 775 2189 Apprch % 26.5 21.2 33.6 18.6 2.7 87.3 9.4 0.6 44.6 6.2 33.9 15.2 3.6 87.9 4.6 3.9 Total % 1.4 1.1 1.7 1 5.2 1.5 47.4 5.1 0.3 54.3 2.3 0.3 1.7 0.8 5.1 1.3 31.1 1.6 1.4 35.4 Lights 29 23 35 21 108 29 988 107 7 1131 48 7 37 17 109 27 653 36 30 746 2094 % Lights 96.7 95.8 92.1 100 95.6 90.6 95.2 95.5 100 95.1 96 100 97.4 100 97.3 96.4 95.9 100 100 96.3 95.7 Buses 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 9 0 0 9 14
% Buses 0 0 0 0 0 0 0.4 0.9 0 0.4 0 0 0 0 0 0 1.3 0 0 1.2 0.6 Trucks 1 1 3 0 5 3 46 4 0 53 2 0 1 0 3 1 19 0 0 20 81
% Trucks 3.3 4.2 7.9 0 4.4 9.4 4.4 3.6 0 4.5 4 0 2.6 0 2.7 3.6 2.8 0 0 2.6 3.7

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 6 3 4 13 4 165 16 185 8 1 7 16 3 95 2 100 314
08:00 AM 5 2 5 12 6 161 11 178 6 0 6 12 5 114 1 120 322 08:15 AM 7 5 3 15 3 144 11 158 5 1 2 8 2 108 5 115 296
08:30 AM 2 4 6 12 4 147 18 169 9 1 8 18 7 127 8 142 341 Total Volume 20 14 18 52 17 617 56 690 28 3 23 54 17 444 16 477 1273 % App. Total 38.5 26.9 34.6 2.5 89.4 8.1 51.9 5.6 42.6 3.6 93.1 3.4 PHF .714 .700 .750 .867 .708 .935 .778 .932 .778 .750 .719 .750 .607 .874 .500 .840 .933 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7AM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 2

FAYETTE DR

SAN ANTONIO RD

DRIVEWAY
Right
20 Thru
14 Left
18 InOut Total
36 52 88
Right
17 Thru
617
Left
56 OutTotal In
490 690 1180
Left
23 Thru
3 Right
28 Out TotalIn
87 54 141
Left
16 Thru
444
Right
17 TotalOut In
660 477 1137
Peak Hour Begins at 07:45 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7AM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 1 1 0 0 2 1 0 0 0 1 0 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 1 1 0 0 2 1 0 1 0 2 1 1 0 0 2 6
08:00 AM 1 1 0 0 2 0 1 1 0 2 0 1 0 0 1 0 0 1 0 1 6
08:15 AM 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 4
08:30 AM 0 1 0 0 1 0 1 0 0 1 0 1 1 0 2 1 1 0 0 2 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 4 0 0 5 1 2 1 0 4 0 3 1 0 4 1 1 1 0 3 16
Grand Total 1 4 0 0 5 2 3 1 0 6 1 3 2 0 6 2 2 1 0 5 22
Apprch % 20 80 0 0 33.3 50 16.7 0 16.7 50 33.3 0 40 40 20 0 Total % 4.5 18.2 0 0 22.7 9.1 13.6 4.5 0 27.3 4.5 13.6 9.1 0 27.3 9.1 9.1 4.5 0 22.7

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:00 AM 1 1 0 2 0 1 1 2 0 1 0 1 0 0 1 1 6
08:15 AM 0 2 0 2 1 0 0 1 0 1 0 1 0 0 0 0 4
08:30 AM 0 1 0 1 0 1 0 1 0 1 1 2 1 1 0 2 6
Total Volume 1 4 0 5 1 2 1 4 0 3 1 4 1 2 1 4 17
% App. Total 20 80 0 25 50 25 0 75 25 25 50 25
PHF .250 .500 .000 .625 .250 .500 .250 .500 .000 .750 .250 .500 .250 .500 .250 .500 .708 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7AM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 2

FAYETTE DR

SAN ANTONIO RD

DRIVEWAY
Right
1 Thru
4 Left
0 InOut Total
5 5 10
Right
1 Thru
2 Left
1 OutTotal In
2 4 6
Left
1 Thru
3 Right
0 Out TotalIn
6 4 10
Left
1 Thru
2 Right
1 TotalOut In
4 4 8
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7PM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 3 4 7 1 15 7 145 29 3 184 11 8 7 2 28 5 148 9 5 167 394 04:15 PM 7 1 6 3 17 5 138 29 6 178 8 4 11 2 25 10 141 8 13 172 392 04:30 PM 6 3 9 5 23 8 168 20 3 199 13 2 3 2 20 7 139 6 7 159 401 04:45 PM 2 9 11 3 25 3 137 36 0 176 16 5 14 0 35 13 152 8 3 176 412 Total 18 17 33 12 80 23 588 114 12 737 48 19 35 6 108 35 580 31 28 674 1599 05:00 PM 7 4 7 3 21 5 162 26 7 200 15 3 9 2 29 12 143 7 5 167 417 05:15 PM 5 2 14 8 29 4 147 25 4 180 11 3 2 2 18 2 140 5 4 151 378 05:30 PM 3 1 14 1 19 4 127 32 5 168 9 4 5 7 25 11 136 10 4 161 373 05:45 PM 4 7 8 6 25 7 148 28 5 188 11 1 3 1 16 3 103 7 12 125 354 Total 19 14 43 18 94 20 584 111 21 736 46 11 19 12 88 28 522 29 25 604 1522 Grand Total 37 31 76 30 174 43 1172 225 33 1473 94 30 54 18 196 63 1102 60 53 1278 3121 Apprch % 21.3 17.8 43.7 17.2 2.9 79.6 15.3 2.2 48 15.3 27.6 9.2 4.9 86.2 4.7 4.1 Total % 1.2 1 2.4 1 5.6 1.4 37.6 7.2 1.1 47.2 3 1 1.7 0.6 6.3 2 35.3 1.9 1.7 40.9 Lights 36 31 76 30 173 43 1171 225 33 1472 93 30 54 18 195 63 1082 60 53 1258 3098 % Lights 97.3 100 100 100 99.4 100 99.9 100 100 99.9 98.9 100 100 100 99.5 100 98.2 100 100 98.4 99.3 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 8
% Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.7 0 0 0.6 0.3 Trucks 1 0 0 0 1 0 1 0 0 1 1 0 0 0 1 0 12 0 0 12 15
% Trucks 2.7 0 0 0 0.6 0 0.1 0 0 0.1 1.1 0 0 0 0.5 0 1.1 0 0 0.9 0.5

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 7 1 6 14 5 138 29 172 8 4 11 23 10 141 8 159 368 04:30 PM 6 3 9 18 8 168 20 196 13 2 3 18 7 139 6 152 384 04:45 PM 2 9 11 22 3 137 36 176 16 5 14 35 13 152 8 173 406 05:00 PM 7 4 7 18 5 162 26 193 15 3 9 27 12 143 7 162 400 Total Volume 22 17 33 72 21 605 111 737 52 14 37 103 42 575 29 646 1558 % App. Total 30.6 23.6 45.8 2.8 82.1 15.1 50.5 13.6 35.9 6.5 89 4.5 PHF .786 .472 .750 .818 .656 .900 .771 .940 .813 .700 .661 .736 .808 .946 .906 .934 .959 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7PM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 2

FAYETTE DR

SAN ANTONIO RD

DRIVEWAY
Right
22 Thru
17 Left
33 InOut Total
64 72 136
Right
21 Thru
605
Left
111
OutTotal In
660 737 1397
Left
37 Thru
14 Right
52 Out TotalIn
170 103 273
Left
29 Thru
575
Right
42 TotalOut In
664 646 1310
Peak Hour Begins at 04:15 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7PM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 4 1 0 0 5 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 7
04:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 6 1 0 0 7 1 1 1 0 3 0 0 1 0 1 1 0 1 0 2 13
05:00 PM 0 1 0 0 1 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 5
05:15 PM 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4
05:30 PM 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
05:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
Total 4 3 0 0 7 1 4 0 0 5 0 3 0 0 3 0 0 0 0 0 15
Grand Total 10 4 0 0 14 2 5 1 0 8 0 3 1 0 4 1 0 1 0 2 28 Apprch % 71.4 28.6 0 0 25 62.5 12.5 0 0 75 25 0 50 0 50 0 Total % 35.7 14.3 0 0 50 7.1 17.9 3.6 0 28.6 0 10.7 3.6 0 14.3 3.6 0 3.6 0 7.1

FAYETTE DR
Southbound

SAN ANTONIO RD
Westbound

DRIVEWAY
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 4 1 0 5 0 0 1 1 0 0 1 1 0 0 0 0 7
04:30 PM 1 0 0 1 1 0 0 1 0 0 0 0 1 0 0 1 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:00 PM 0 1 0 1 1 3 0 4 0 0 0 0 0 0 0 0 5
Total Volume 5 2 0 7 2 3 1 6 0 0 1 1 1 0 1 2 16
% App. Total 71.4 28.6 0 33.3 50 16.7 0 0 100 50 0 50 PHF .313 .500 .000 .350 .500 .250 .250 .375 .000 .000 .250 .250 .250 .000 .250 .500 .571 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 7PM FINAL
Site Code : 00000007
Start Date : 4/27/2021
Page No : 2

FAYETTE DR

SAN ANTONIO RD

DRIVEWAY
Right
5 Thru
2 Left
0 InOut Total
3 7 10
Right
2 Thru
3 Left
1 OutTotal In
0 6 6
Left
1 Thru
0 Right
0 Out TotalIn
4 1 5
Left
1 Thru
0 Right
1 TotalOut In
9 2 11
Peak Hour Begins at 04:15 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8AM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 2 0 0 1 3 3 82 0 2 87 0 0 0 0 0 0 46 0 0 46 136 07:15 AM 3 0 0 0 3 5 107 0 0 112 0 0 0 0 0 0 55 0 0 55 170 07:30 AM 6 0 0 3 9 7 107 0 2 116 0 0 0 0 0 0 76 0 0 76 201 07:45 AM 4 0 0 1 5 5 170 0 0 175 0 0 0 0 0 0 92 0 0 92 272 Total 15 0 0 5 20 20 466 0 4 490 0 0 0 0 0 0 269 0 0 269 779 08:00 AM 4 0 0 3 7 7 178 0 3 188 0 0 0 0 0 0 118 0 2 120 315 08:15 AM 4 0 0 3 7 8 152 0 3 163 0 0 0 0 0 0 150 0 0 150 320 08:30 AM 3 0 0 1 4 5 179 0 2 186 0 0 0 0 0 0 152 0 1 153 343 08:45 AM 3 0 0 1 4 2 144 0 1 147 0 0 0 0 0 0 114 0 0 114 265 Total 14 0 0 8 22 22 653 0 9 684 0 0 0 0 0 0 534 0 3 537 1243 Grand Total 29 0 0 13 42 42 1119 0 13 1174 0 0 0 0 0 0 803 0 3 806 2022 Apprch % 69 0 0 31 3.6 95.3 0 1.1 0 0 0 0 0 99.6 0 0.4 Total % 1.4 0 0 0.6 2.1 2.1 55.3 0 0.6 58.1 0 0 0 0 0 0 39.7 0 0.1 39.9 Lights 26 0 0 13 39 40 1059 0 13 1112 0 0 0 0 0 0 768 0 3 771 1922 % Lights 89.7 0 0 100 92.9 95.2 94.6 0 100 94.7 0 0 0 0 0 0 95.6 0 100 95.7 95.1 Buses 3 0 0 0 3 0 3 0 0 3 0 0 0 0 0 0 10 0 0 10 16
% Buses 10.3 0 0 0 7.1 0 0.3 0 0 0.3 0 0 0 0 0 0 1.2 0 0 1.2 0.8 Trucks 0 0 0 0 0 2 57 0 0 59 0 0 0 0 0 0 25 0 0 25 84
% Trucks 0 0 0 0 0 4.8 5.1 0 0 5 0 0 0 0 0 0 3.1 0 0 3.1 4.2

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 4 0 0 4 5 170 0 175 0 0 0 0 0 92 0 92 271
08:00 AM 4 0 0 4 7 178 0 185 0 0 0 0 0 118 0 118 307
08:15 AM 4 0 0 4 8 152 0 160 0 0 0 0 0 150 0 150 314
08:30 AM 3 0 0 3 5 179 0 184 0 0 0 0 0 152 0 152 339
Total Volume 15 0 0 15 25 679 0 704 0 0 0 0 0 512 0 512 1231 % App. Total 100 0 0 3.6 96.4 0 0 0 0 0 100 0
PHF .938 .000 .000 .938 .781 .948 .000 .951 .000 .000 .000 .000 .000 .842 .000 .842 .908 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8AM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 2

MILLER AVE

SAN ANTONIO RD

Right
15 Thru
0 Left
0 InOut Total
25 15 40
Right
25 Thru
679
Left
0 OutTotal In
512 704 1216
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
512
Right
0 TotalOut In
694 512 1206
Peak Hour Begins at 07:45 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8AM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 4
Grand Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 5
Apprch % 0 0 0 0 0 100 0 0 0 0 0 0 0 100 0 0
Total % 0 0 0 0 0 0 60 0 0 60 0 0 0 0 0 0 40 0 0 40

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total Volume 0 0 0 0 0 3 0 3 0 0 0 0 0 2 0 2 5
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .000 .500 .000 .500 .625 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8AM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 2

MILLER AVE

SAN ANTONIO RD

Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
3 Left
0 OutTotal In
2 3 5
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
2 Right
0 TotalOut In
3 2 5
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8PM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 5 0 0 1 6 9 198 0 6 213 0 0 0 0 0 0 185 0 1 186 405 04:15 PM 3 0 0 2 5 7 167 0 1 175 0 0 0 0 0 0 184 0 0 184 364 04:30 PM 2 0 0 3 5 8 199 0 2 209 0 0 0 0 0 0 178 0 0 178 392 04:45 PM 5 0 0 0 5 9 157 0 5 171 0 0 0 0 0 0 210 0 0 210 386 Total 15 0 0 6 21 33 721 0 14 768 0 0 0 0 0 0 757 0 1 758 1547 05:00 PM 6 0 0 3 9 9 191 0 7 207 0 0 0 0 0 0 182 0 0 182 398 05:15 PM 7 0 0 9 16 10 174 0 10 194 0 0 0 0 0 0 203 0 0 203 413 05:30 PM 3 0 0 1 4 15 169 0 3 187 0 0 0 0 0 0 213 0 0 213 404 05:45 PM 0 0 0 5 5 15 203 0 7 225 0 0 0 0 0 0 155 0 0 155 385 Total 16 0 0 18 34 49 737 0 27 813 0 0 0 0 0 0 753 0 0 753 1600 Grand Total 31 0 0 24 55 82 1458 0 41 1581 0 0 0 0 0 0 1510 0 1 1511 3147 Apprch % 56.4 0 0 43.6 5.2 92.2 0 2.6 0 0 0 0 0 99.9 0 0.1 Total % 1 0 0 0.8 1.7 2.6 46.3 0 1.3 50.2 0 0 0 0 0 0 48 0 0 48 Lights 31 0 0 24 55 81 1456 0 41 1578 0 0 0 0 0 0 1486 0 1 1487 3120 % Lights 100 0 0 100 100 98.8 99.9 0 100 99.8 0 0 0 0 0 0 98.4 0 100 98.4 99.1 Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 9
% Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0 0.6 0.3 Trucks 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 15 0 0 15 18
% Trucks 0 0 0 0 0 1.2 0.1 0 0 0.2 0 0 0 0 0 0 1 0 0 1 0.6

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 5 0 0 5 9 157 0 166 0 0 0 0 0 210 0 210 381
05:00 PM 6 0 0 6 9 191 0 200 0 0 0 0 0 182 0 182 388
05:15 PM 7 0 0 7 10 174 0 184 0 0 0 0 0 203 0 203 394
05:30 PM 3 0 0 3 15 169 0 184 0 0 0 0 0 213 0 213 400
Total Volume 21 0 0 21 43 691 0 734 0 0 0 0 0 808 0 808 1563 % App. Total 100 0 0 5.9 94.1 0 0 0 0 0 100 0
PHF .750 .000 .000 .750 .717 .904 .000 .918 .000 .000 .000 .000 .000 .948 .000 .948 .977 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8PM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 2

MILLER AVE

SAN ANTONIO RD

Right
21 Thru
0 Left
0 InOut Total
43 21 64
Right
43 Thru
691
Left
0 OutTotal In
808 734 1542
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
808
Right
0 TotalOut In
712 808 1520
Peak Hour Begins at 04:45 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8PM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 5
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
05:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
05:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 0 2 0 2 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 6
Grand Total 0 0 2 0 2 1 3 0 0 4 0 0 0 0 0 0 5 0 0 5 11
Apprch % 0 0 100 0 25 75 0 0 0 0 0 0 0 100 0 0
Total % 0 0 18.2 0 18.2 9.1 27.3 0 0 36.4 0 0 0 0 0 0 45.5 0 0 45.5

MILLER AVE
Southbound

SAN ANTONIO RD
Westbound Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:15 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 2 2 0 1 0 1 0 0 0 0 0 0 0 0 3
Total Volume 0 0 2 2 1 1 0 2 0 0 0 0 0 2 0 2 6
% App. Total 0 0 100 50 50 0 0 0 0 0 100 0
PHF .000 .000 .250 .250 .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 8PM FINAL
Site Code : 00000008
Start Date : 4/27/2021
Page No : 2

MILLER AVE

SAN ANTONIO RD

Right
0 Thru
0 Left
2 InOut Total
1 2 3
Right
1 Thru
1 Left
0 OutTotal In
4 2 6
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
2 Right
0 TotalOut In
1 2 3
Peak Hour Begins at 04:45 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9AM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks
Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 138 9 0 147 2 0 0 2 4 2 95 0 4 101 252 07:15 AM 0 0 0 0 0 0 165 11 0 176 4 0 0 0 4 2 98 0 0 100 280 07:30 AM 0 0 0 0 0 0 171 16 0 187 6 0 0 0 6 3 139 0 0 142 335 07:45 AM 0 0 0 0 0 0 203 13 0 216 12 0 0 2 14 1 153 0 5 159 389 Total 0 0 0 0 0 0 677 49 0 726 24 0 0 4 28 8 485 0 9 502 1256 08:00 AM 0 0 0 0 0 0 192 29 0 221 7 0 0 0 7 5 167 0 8 180 408 08:15 AM 0 0 0 0 0 0 212 35 0 247 12 0 0 0 12 0 188 0 2 190 449 08:30 AM 0 0 0 0 0 0 212 42 0 254 15 0 0 2 17 7 226 0 6 239 510 08:45 AM 0 0 0 0 0 0 231 19 0 250 4 0 0 6 10 7 187 0 8 202 462 Total 0 0 0 0 0 0 847 125 0 972 38 0 0 8 46 19 768 0 24 811 1829 Grand Total 0 0 0 0 0 0 1524 174 0 1698 62 0 0 12 74 27 1253 0 33 1313 3085 Apprch % 0 0 0 0 0 89.8 10.2 0 83.8 0 0 16.2 2.1 95.4 0 2.5 Total % 0 0 0 0 0 0 49.4 5.6 0 55 2 0 0 0.4 2.4 0.9 40.6 0 1.1 42.6 Lights 0 0 0 0 0 0 1433 170 0 1603 58 0 0 12 70 27 1215 0 33 1275 2948 % Lights 0 0 0 0 0 0 94 97.7 0 94.4 93.5 0 0 100 94.6 100 97 0 100 97.1 95.6 Buses 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 11
% Buses 0 0 0 0 0 0 0.5 0 0 0.4 0 0 0 0 0 0 0.3 0 0 0.3 0.4 Trucks 0 0 0 0 0 0 84 4 0 88 4 0 0 0 4 0 34 0 0 34 126
% Trucks 0 0 0 0 0 0 5.5 2.3 0 5.2 6.5 0 0 0 5.4 0 2.7 0 0 2.6 4.1 Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 192 29 221 7 0 0 7 5 167 0 172 400
08:15 AM 0 0 0 0 0 212 35 247 12 0 0 12 0 188 0 188 447 08:30 AM 0 0 0 0 0 212 42 254 15 0 0 15 7 226 0 233 502 08:45 AM 0 0 0 0 0 231 19 250 4 0 0 4 7 187 0 194 448
Total Volume 0 0 0 0 0 847 125 972 38 0 0 38 19 768 0 787 1797 % App. Total 0 0 0 0 87.1 12.9 100 0 0 2.4 97.6 0
PHF .000 .000 .000 .000 .000 .917 .744 .957 .633 .000 .000 .633 .679 .850 .000 .844 .895 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9AM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO RD

NITA AVE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
847
Left
125
OutTotal In
806 972 1778
Left
0 Thru
0 Right
38 Out TotalIn
144 38 182
Left
0 Thru
768
Right
19 TotalOut In
847 787 1634
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9AM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes
Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Apprch % 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0
Total % 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0
Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
Total Volume 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
% App. Total 0 0 0 0 100 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .250 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9AM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO RD

NITA AVE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
1 Left
0 OutTotal In
0 1 1
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 07:15 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9PM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks
Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 212 6 0 218 6 0 0 2 8 8 248 0 3 259 485 04:15 PM 0 0 0 0 0 0 275 12 0 287 6 0 0 3 9 6 177 1 7 191 487 04:30 PM 0 0 0 0 0 0 260 13 0 273 7 0 0 0 7 12 252 0 5 269 549 04:45 PM 0 0 0 0 0 0 239 14 0 253 4 0 0 4 8 20 196 0 5 221 482 Total 0 0 0 0 0 0 986 45 0 1031 23 0 0 9 32 46 873 1 20 940 2003 05:00 PM 0 0 0 0 0 0 265 22 0 287 15 0 0 2 17 16 238 0 3 257 561 05:15 PM 0 0 0 0 0 0 262 7 0 269 5 0 0 3 8 9 252 0 5 266 543 05:30 PM 0 0 0 0 0 0 261 11 0 272 7 0 0 3 10 9 258 0 6 273 555 05:45 PM 0 0 0 0 0 0 274 13 0 287 6 0 0 2 8 3 237 0 4 244 539 Total 0 0 0 0 0 0 1062 53 0 1115 33 0 0 10 43 37 985 0 18 1040 2198 Grand Total 0 0 0 0 0 0 2048 98 0 2146 56 0 0 19 75 83 1858 1 38 1980 4201 Apprch % 0 0 0 0 0 95.4 4.6 0 74.7 0 0 25.3 4.2 93.8 0.1 1.9 Total % 0 0 0 0 0 0 48.8 2.3 0 51.1 1.3 0 0 0.5 1.8 2 44.2 0 0.9 47.1 Lights 0 0 0 0 0 0 2034 98 0 2132 56 0 0 19 75 82 1831 1 38 1952 4159 % Lights 0 0 0 0 0 0 99.3 100 0 99.3 100 0 0 100 100 98.8 98.5 100 100 98.6 99 Buses 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 7 0 0 7 13
% Buses 0 0 0 0 0 0 0.3 0 0 0.3 0 0 0 0 0 0 0.4 0 0 0.4 0.3 Trucks 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 1 20 0 0 21 29
% Trucks 0 0 0 0 0 0 0.4 0 0 0.4 0 0 0 0 0 1.2 1.1 0 0 1.1 0.7 Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 265 22 287 15 0 0 15 16 238 0 254 556 05:15 PM 0 0 0 0 0 262 7 269 5 0 0 5 9 252 0 261 535
05:30 PM 0 0 0 0 0 261 11 272 7 0 0 7 9 258 0 267 546
05:45 PM 0 0 0 0 0 274 13 287 6 0 0 6 3 237 0 240 533
Total Volume 0 0 0 0 0 1062 53 1115 33 0 0 33 37 985 0 1022 2170 % App. Total 0 0 0 0 95.2 4.8 100 0 0 3.6 96.4 0
PHF .000 .000 .000 .000 .000 .969 .602 .971 .550 .000 .000 .550 .578 .954 .000 .957 .976 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9PM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO RD

NITA AVE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
1062
Left
53 OutTotal In
1018 1115 2133
Left
0 Thru
0 Right
33 Out TotalIn
90 33 123
Left
0 Thru
985
Right
37 TotalOut In
1062 1022 2084
Peak Hour Begins at 05:00 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9PM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes
Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Grand Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 1 0 0 2 3
Apprch % 0 0 0 0 0 0 0 0 100 0 0 0 50 50 0 0
Total % 0 0 0 0 0 0 0 0 0 0 33.3 0 0 0 33.3 33.3 33.3 0 0 66.7 Southbound

SAN ANTONIO RD
Westbound

NITA AVE
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3
% App. Total 0 0 0 0 0 0 100 0 0 50 50 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .250 .000 .500 .750 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 9PM FINAL
Site Code : 00000009
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO RD

NITA AVE
Right
0 Thru
0 Left
0 InOut Total
0 0 0
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
0 Thru
0 Right
1 Out TotalIn
1 1 2
Left
0 Thru
1 Right
1 TotalOut In
0 2 2
Peak Hour Begins at 04:15 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10AM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 5 7 23 0 35 10 77 36 1 124 39 5 5 0 49 4 48 4 1 57 265 07:15 AM 1 10 30 0 41 16 103 38 1 158 49 6 10 3 68 3 46 7 2 58 325 07:30 AM 14 4 29 0 47 20 110 59 0 189 55 6 7 3 71 3 77 4 2 86 393 07:45 AM 9 10 38 3 60 19 178 34 0 231 48 9 11 1 69 4 108 8 1 121 481 Total 29 31 120 3 183 65 468 167 2 702 191 26 33 7 257 14 279 23 6 322 1464 08:00 AM 5 11 35 0 51 21 141 38 1 201 43 6 20 0 69 7 124 3 0 134 455 08:15 AM 5 10 34 2 51 17 168 45 0 230 44 7 15 1 67 11 110 8 0 129 477 08:30 AM 2 9 48 0 59 19 139 55 0 213 61 11 7 1 80 13 136 12 1 162 514 08:45 AM 2 7 40 0 49 22 172 47 0 241 57 9 13 1 80 6 120 4 2 132 502 Total 14 37 157 2 210 79 620 185 1 885 205 33 55 3 296 37 490 27 3 557 1948 Grand Total 43 68 277 5 393 144 1088 352 3 1587 396 59 88 10 553 51 769 50 9 879 3412 Apprch % 10.9 17.3 70.5 1.3 9.1 68.6 22.2 0.2 71.6 10.7 15.9 1.8 5.8 87.5 5.7 1 Total % 1.3 2 8.1 0.1 11.5 4.2 31.9 10.3 0.1 46.5 11.6 1.7 2.6 0.3 16.2 1.5 22.5 1.5 0.3 25.8 Lights 40 66 273 5 384 137 1030 328 3 1498 387 56 80 10 533 45 741 47 9 842 3257 % Lights 93 97.1 98.6 100 97.7 95.1 94.7 93.2 100 94.4 97.7 94.9 90.9 100 96.4 88.2 96.4 94 100 95.8 95.5 Buses 0 0 0 0 0 0 2 1 0 3 0 2 0 0 2 4 5 1 0 10 15
% Buses 0 0 0 0 0 0 0.2 0.3 0 0.2 0 3.4 0 0 0.4 7.8 0.7 2 0 1.1 0.4 Trucks 3 2 4 0 9 7 56 23 0 86 9 1 8 0 18 2 23 2 0 27 140 % Trucks 7 2.9 1.4 0 2.3 4.9 5.1 6.5 0 5.4 2.3 1.7 9.1 0 3.3 3.9 3 4 0 3.1 4.1

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 5 11 35 51 21 141 38 200 43 6 20 69 7 124 3 134 454 08:15 AM 5 10 34 49 17 168 45 230 44 7 15 66 11 110 8 129 474 08:30 AM 2 9 48 59 19 139 55 213 61 11 7 79 13 136 12 161 512 08:45 AM 2 7 40 49 22 172 47 241 57 9 13 79 6 120 4 130 499 Total Volume 14 37 157 208 79 620 185 884 205 33 55 293 37 490 27 554 1939 % App. Total 6.7 17.8 75.5 8.9 70.1 20.9 70 11.3 18.8 6.7 88.4 4.9 PHF .700 .841 .818 .881 .898 .901 .841 .917 .840 .750 .688 .927 .712 .901 .563 .860 .947 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10AM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SAN ANTONIO RD

CALIFORNIA ST
Right
14 Thru
37 Left
157
InOut Total
139 208 347
Right
79 Thru
620
Left
185
OutTotal In
852 884 1736
Left
55 Thru
33 Right
205
Out TotalIn
259 293 552
Left
27 Thru
490
Right
37 TotalOut In
689 554 1243
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10AM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
07:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
Total 0 1 0 0 1 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 6
08:00 AM 0 0 0 0 0 0 1 0 0 1 0 3 1 0 4 0 0 0 0 0 5
08:15 AM 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 3
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2
Total 0 1 0 0 1 0 1 0 0 1 0 11 2 0 13 0 1 0 0 1 16
Grand Total 0 2 0 0 2 0 1 0 0 1 0 15 3 0 18 0 1 0 0 1 22 Apprch % 0 100 0 0 0 100 0 0 0 83.3 16.7 0 0 100 0 0 Total % 0 9.1 0 0 9.1 0 4.5 0 0 4.5 0 68.2 13.6 0 81.8 0 4.5 0 0 4.5

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
08:00 AM 0 0 0 0 0 1 0 1 0 3 1 4 0 0 0 0 5
08:15 AM 0 1 0 1 0 0 0 0 0 5 0 5 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0 3
Total Volume 0 1 0 1 0 1 0 1 0 12 2 14 0 0 0 0 16
% App. Total 0 100 0 0 100 0 0 85.7 14.3 0 0 0
PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .600 .500 .700 .000 .000 .000 .000 .667 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10AM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SAN ANTONIO RD

CALIFORNIA ST
Right
0 Thru
1 Left
0 InOut Total
12 1 13
Right
0 Thru
1 Left
0 OutTotal In
0 1 1
Left
2 Thru
12 Right
0 Out TotalIn
1 14 15
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10PM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 5 11 32 1 49 29 174 80 1 284 91 12 14 2 119 24 162 5 3 194 646 04:15 PM 5 10 33 1 49 26 175 85 0 286 70 11 17 1 99 22 142 11 7 182 616 04:30 PM 1 18 39 3 61 23 169 105 0 297 81 9 18 3 111 16 175 5 5 201 670 04:45 PM 5 17 33 3 58 32 163 80 4 279 73 7 14 1 95 17 165 8 0 190 622 Total 16 56 137 8 217 110 681 350 5 1146 315 39 63 7 424 79 644 29 15 767 2554 05:00 PM 4 15 45 3 67 34 172 88 2 296 113 10 15 3 141 18 169 5 3 195 699 05:15 PM 4 11 25 1 41 35 174 97 3 309 86 10 12 0 108 20 234 4 2 260 718 05:30 PM 4 23 29 2 58 36 172 91 1 300 85 15 16 0 116 9 165 7 2 183 657 05:45 PM 3 15 38 1 57 36 179 93 1 309 72 8 3 1 84 11 174 8 2 195 645 Total 15 64 137 7 223 141 697 369 7 1214 356 43 46 4 449 58 742 24 9 833 2719 Grand Total 31 120 274 15 440 251 1378 719 12 2360 671 82 109 11 873 137 1386 53 24 1600 5273 Apprch % 7 27.3 62.3 3.4 10.6 58.4 30.5 0.5 76.9 9.4 12.5 1.3 8.6 86.6 3.3 1.5 Total % 0.6 2.3 5.2 0.3 8.3 4.8 26.1 13.6 0.2 44.8 12.7 1.6 2.1 0.2 16.6 2.6 26.3 1 0.5 30.3 Lights 31 120 270 15 436 247 1375 718 12 2352 668 82 109 11 870 133 1369 53 24 1579 5237 % Lights 100 100 98.5 100 99.1 98.4 99.8 99.9 100 99.7 99.6 100 100 100 99.7 97.1 98.8 100 100 98.7 99.3 Buses 0 0 0 0 0 2 0 0 0 2 2 0 0 0 2 4 5 0 0 9 13
% Buses 0 0 0 0 0 0.8 0 0 0 0.1 0.3 0 0 0 0.2 2.9 0.4 0 0 0.6 0.2 Trucks 0 0 4 0 4 2 3 1 0 6 1 0 0 0 1 0 12 0 0 12 23
% Trucks 0 0 1.5 0 0.9 0.8 0.2 0.1 0 0.3 0.1 0 0 0 0.1 0 0.9 0 0 0.8 0.4

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 4 15 45 64 34 172 88 294 113 10 15 138 18 169 5 192 688 05:15 PM 4 11 25 40 35 174 97 306 86 10 12 108 20 234 4 258 712 05:30 PM 4 23 29 56 36 172 91 299 85 15 16 116 9 165 7 181 652 05:45 PM 3 15 38 56 36 179 93 308 72 8 3 83 11 174 8 193 640 Total Volume 15 64 137 216 141 697 369 1207 356 43 46 445 58 742 24 824 2692 % App. Total 6.9 29.6 63.4 11.7 57.7 30.6 80 9.7 10.3 7 90 2.9 PHF .938 .696 .761 .844 .979 .973 .951 .980 .788 .717 .719 .806 .725 .793 .750 .798 .945 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10PM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SAN ANTONIO RD

CALIFORNIA ST
Right
15 Thru
64 Left
137
InOut Total
208 216 424
Right
141
Thru
697
Left
369
OutTotal In
1235 1207 2442
Left
46 Thru
43 Right
356
Out TotalIn
491 445 936
Left
24 Thru
742
Right
58 TotalOut In
758 824 1582
Peak Hour Begins at 05:00 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10PM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
04:45 PM 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 8
Total 0 9 1 0 10 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 15
05:00 PM 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 10
05:15 PM 1 7 0 0 8 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 9
05:30 PM 0 5 0 0 5 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 7
05:45 PM 0 4 0 0 4 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 6
Total 1 21 0 0 22 1 1 0 0 2 0 7 1 0 8 0 0 0 0 0 32
Grand Total 1 30 1 0 32 1 1 0 0 2 0 11 1 0 12 0 1 0 0 1 47 Apprch % 3.1 93.8 3.1 0 50 50 0 0 0 91.7 8.3 0 0 100 0 0 Total % 2.1 63.8 2.1 0 68.1 2.1 2.1 0 0 4.3 0 23.4 2.1 0 25.5 0 2.1 0 0 2.1

CALIFORNIA ST
Southbound

SAN ANTONIO RD
Westbound

CALIFORNIA ST
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 5 0 5 0 0 0 0 0 2 0 2 0 1 0 1 8
05:00 PM 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10
05:15 PM 1 7 0 8 1 0 0 1 0 0 0 0 0 0 0 0 9
05:30 PM 0 5 0 5 0 1 0 1 0 1 0 1 0 0 0 0 7
Total Volume 1 22 0 23 1 1 0 2 0 8 0 8 0 1 0 1 34
% App. Total 4.3 95.7 0 50 50 0 0 100 0 0 100 0
PHF .250 .786 .000 .719 .250 .250 .000 .500 .000 .400 .000 .400 .000 .250 .000 .250 .850 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 10PM FINAL
Site Code : 00000010
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SAN ANTONIO RD

CALIFORNIA ST
Right
1 Thru
22 Left
0 InOut Total
9 23 32
Right
1 Thru
1 Left
0 OutTotal In
1 2 3
Left
0 Thru
8 Right
0 Out TotalIn
22 8 30
Left
0 Thru
1 Right
0 TotalOut In
2 1 3
Peak Hour Begins at 04:45 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11AM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 20 24 3 5 52 5 3 0 0 8 1 37 1 27 66 1 2 3 0 6 132 07:15 AM 16 21 5 5 47 4 1 0 1 6 0 50 2 19 71 2 1 10 1 14 138 07:30 AM 18 25 10 0 53 9 3 0 2 14 2 49 3 12 66 3 1 8 1 13 146 07:45 AM 14 32 1 1 48 9 4 5 0 18 2 50 2 7 61 2 1 14 1 18 145 Total 68 102 19 11 200 27 11 5 3 46 5 186 8 65 264 8 5 35 3 51 561 08:00 AM 15 28 5 6 54 20 1 0 1 22 0 38 1 17 56 0 2 7 0 9 141 08:15 AM 23 27 3 2 55 7 0 1 1 9 1 51 1 10 63 3 2 13 1 19 146 08:30 AM 17 46 12 1 76 13 0 1 1 15 0 62 3 5 70 1 0 8 2 11 172 08:45 AM 12 32 7 2 53 13 1 1 3 18 0 48 4 10 62 3 0 13 3 19 152 Total 67 133 27 11 238 53 2 3 6 64 1 199 9 42 251 7 4 41 6 58 611 Grand Total 135 235 46 22 438 80 13 8 9 110 6 385 17 107 515 15 9 76 9 109 1172 Apprch % 30.8 53.7 10.5 5 72.7 11.8 7.3 8.2 1.2 74.8 3.3 20.8 13.8 8.3 69.7 8.3 Total % 11.5 20.1 3.9 1.9 37.4 6.8 1.1 0.7 0.8 9.4 0.5 32.8 1.5 9.1 43.9 1.3 0.8 6.5 0.8 9.3 Lights 133 214 33 22 402 72 13 5 9 99 2 377 16 107 502 14 7 75 9 105 1108 % Lights 98.5 91.1 71.7 100 91.8 90 100 62.5 100 90 33.3 97.9 94.1 100 97.5 93.3 77.8 98.7 100 96.3 94.5 Buses 1 5 0 0 6 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 8
% Buses 0.7 2.1 0 0 1.4 0 0 0 0 0 0 0.5 0 0 0.4 0 0 0 0 0 0.7 Trucks 1 16 13 0 30 8 0 3 0 11 4 6 1 0 11 1 2 1 0 4 56
% Trucks 0.7 6.8 28.3 0 6.8 10 0 37.5 0 10 66.7 1.6 5.9 0 2.1 6.7 22.2 1.3 0 3.7 4.8

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 14 32 1 47 9 4 5 18 2 50 2 54 2 1 14 17 136
08:00 AM 15 28 5 48 20 1 0 21 0 38 1 39 0 2 7 9 117
08:15 AM 23 27 3 53 7 0 1 8 1 51 1 53 3 2 13 18 132
08:30 AM 17 46 12 75 13 0 1 14 0 62 3 65 1 0 8 9 163
Total Volume 69 133 21 223 49 5 7 61 3 201 7 211 6 5 42 53 548 % App. Total 30.9 59.6 9.4 80.3 8.2 11.5 1.4 95.3 3.3 11.3 9.4 79.2 PHF .750 .723 .438 .743 .613 .313 .350 .726 .375 .810 .583 .812 .500 .625 .750 .736 .840 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11AM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

DRIVEWAY

PACCHETTI WAY

CALIFORNIA ST
Right
69 Thru
133
Left
21 InOut Total
292 223 515
Right
49 Thru
5 Left
7 OutTotal In
29 61 90
Left
7 Thru
201
Right
3 Out TotalIn
146 211 357
Left
42 Thru
5 Right
6 TotalOut In
81 53 134
Peak Hour Begins at 07:45 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11AM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
07:45 AM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 3
Total 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 0 1 0 0 1 6
08:00 AM 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 0 0 0 0 0 5
08:15 AM 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5
08:30 AM 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 3
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2
Total 1 0 0 0 1 1 2 0 0 3 0 10 0 0 10 0 1 0 0 1 15
Grand Total 1 1 0 0 2 1 4 0 0 5 0 12 0 0 12 0 2 0 0 2 21 Apprch % 50 50 0 0 20 80 0 0 0 100 0 0 0 100 0 0
Total % 4.8 4.8 0 0 9.5 4.8 19 0 0 23.8 0 57.1 0 0 57.1 0 9.5 0 0 9.5

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
08:00 AM 0 0 0 0 0 1 0 1 0 4 0 4 0 0 0 0 5
08:15 AM 1 0 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5
08:30 AM 0 0 0 0 1 1 0 2 0 1 0 1 0 0 0 0 3
Total Volume 1 0 0 1 1 3 0 4 0 11 0 11 0 0 0 0 16
% App. Total 100 0 0 25 75 0 0 100 0 0 0 0
PHF .250 .000 .000 .250 .250 .750 .000 .500 .000 .688 .000 .688 .000 .000 .000 .000 .800 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11AM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

DRIVEWAY

PACCHETTI WAY

CALIFORNIA ST
Right
1 Thru
0 Left
0 InOut Total
12 1 13
Right
1 Thru
3 Left
0 OutTotal In
0 4 4
Left
0 Thru
11 Right
0 Out TotalIn
0 11 11
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11PM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 40 67 4 0 111 8 1 0 5 14 1 74 3 7 85 4 1 26 3 34 244 04:15 PM 39 60 3 4 106 9 2 1 1 13 3 70 10 7 90 6 1 31 5 43 252 04:30 PM 35 76 8 6 125 17 2 1 1 21 0 53 8 5 66 7 3 24 2 36 248 04:45 PM 41 72 1 1 115 7 1 1 2 11 0 63 4 15 82 2 2 27 0 31 239 Total 155 275 16 11 457 41 6 3 9 59 4 260 25 34 323 19 7 108 10 144 983 05:00 PM 35 81 4 3 123 19 1 1 6 27 2 83 2 2 89 6 0 39 1 46 285 05:15 PM 37 73 1 5 116 7 1 0 0 8 0 64 3 12 79 6 2 38 3 49 252 05:30 PM 27 84 3 7 121 10 1 3 1 15 0 71 7 5 83 6 4 29 2 41 260 05:45 PM 43 74 4 5 126 12 1 0 1 14 1 56 11 15 83 6 0 20 4 30 253 Total 142 312 12 20 486 48 4 4 8 64 3 274 23 34 334 24 6 126 10 166 1050 Grand Total 297 587 28 31 943 89 10 7 17 123 7 534 48 68 657 43 13 234 20 310 2033 Apprch % 31.5 62.2 3 3.3 72.4 8.1 5.7 13.8 1.1 81.3 7.3 10.4 13.9 4.2 75.5 6.5 Total % 14.6 28.9 1.4 1.5 46.4 4.4 0.5 0.3 0.8 6.1 0.3 26.3 2.4 3.3 32.3 2.1 0.6 11.5 1 15.2 Lights 296 583 28 31 938 88 10 7 17 122 7 532 48 68 655 43 13 234 20 310 2025 % Lights 99.7 99.3 100 100 99.5 98.9 100 100 100 99.2 100 99.6 100 100 99.7 100 100 100 100 100 99.6 Buses 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6
% Buses 0 0.7 0 0 0.4 0 0 0 0 0 0 0.4 0 0 0.3 0 0 0 0 0 0.3 Trucks 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2
% Trucks 0.3 0 0 0 0.1 1.1 0 0 0 0.8 0 0 0 0 0 0 0 0 0 0 0.1

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 35 81 4 120 19 1 1 21 2 83 2 87 6 0 39 45 273
05:15 PM 37 73 1 111 7 1 0 8 0 64 3 67 6 2 38 46 232
05:30 PM 27 84 3 114 10 1 3 14 0 71 7 78 6 4 29 39 245
05:45 PM 43 74 4 121 12 1 0 13 1 56 11 68 6 0 20 26 228 Total Volume 142 312 12 466 48 4 4 56 3 274 23 300 24 6 126 156 978 % App. Total 30.5 67 2.6 85.7 7.1 7.1 1 91.3 7.7 15.4 3.8 80.8 PHF .826 .929 .750 .963 .632 1.00 .333 .667 .375 .825 .523 .862 1.00 .375 .808 .848 .896 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11PM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

DRIVEWAY

PACCHETTI WAY

CALIFORNIA ST
Right
142
Thru
312
Left
12 InOut Total
448 466 914
Right
48 Thru
4 Left
4 OutTotal In
21 56 77
Left
23 Thru
274
Right
3 Out TotalIn
340 300 640
Left
126
Thru
6 Right
24 TotalOut In
169 156 325
Peak Hour Begins at 05:00 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11PM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 3 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
04:45 PM 1 4 0 0 5 1 2 0 0 3 0 1 0 0 1 1 0 0 0 1 10
Total 2 10 2 0 14 1 2 0 0 3 0 1 0 0 1 1 0 0 0 1 19
05:00 PM 2 4 0 0 6 5 0 0 0 5 3 0 1 0 4 1 0 0 0 1 16
05:15 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 8
05:30 PM 1 5 0 0 6 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 10
05:45 PM 1 3 0 0 4 1 0 0 0 1 0 1 0 0 1 0 1 0 0 1 7
Total 4 18 0 0 22 6 2 0 0 8 3 2 1 0 6 2 3 0 0 5 41
Grand Total 6 28 2 0 36 7 4 0 0 11 3 3 1 0 7 3 3 0 0 6 60 Apprch % 16.7 77.8 5.6 0 63.6 36.4 0 0 42.9 42.9 14.3 0 50 50 0 0 Total % 10 46.7 3.3 0 60 11.7 6.7 0 0 18.3 5 5 1.7 0 11.7 5 5 0 0 10

CALIFORNIA ST
Southbound

PACCHETTI WAY
Westbound

CALIFORNIA ST
Northbound

DRIVEWAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 1 4 0 5 1 2 0 3 0 1 0 1 1 0 0 1 10
05:00 PM 2 4 0 6 5 0 0 5 3 0 1 4 1 0 0 1 16
05:15 PM 0 6 0 6 0 0 0 0 0 0 0 0 0 2 0 2 8
05:30 PM 1 5 0 6 0 2 0 2 0 1 0 1 1 0 0 1 10
Total Volume 4 19 0 23 6 4 0 10 3 2 1 6 3 2 0 5 44
% App. Total 17.4 82.6 0 60 40 0 50 33.3 16.7 60 40 0 PHF .500 .792 .000 .958 .300 .500 .000 .500 .250 .500 .250 .375 .750 .250 .000 .625 .688 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 11PM FINAL
Site Code : 00000011
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

DRIVEWAY

PACCHETTI WAY

CALIFORNIA ST
Right
4 Thru
19 Left
0 InOut Total
8 23 31
Right
6 Thru
4 Left
0 OutTotal In
5 10 15
Left
1 Thru
2 Right
3 Out TotalIn
22 6 28
Left
0 Thru
2 Right
3 TotalOut In
9 5 14
Peak Hour Begins at 04:45 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12AM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 8 15 0 0 23 6 5 0 0 11 0 32 8 0 40 6 1 7 0 14 88 07:15 AM 2 11 0 1 14 5 9 3 1 18 4 34 2 0 40 5 1 10 1 17 89 07:30 AM 7 16 1 2 26 5 5 3 1 14 0 43 10 0 53 7 3 4 0 14 107 07:45 AM 7 27 0 0 34 10 10 4 0 24 3 32 16 1 52 10 2 13 1 26 136 Total 24 69 1 3 97 26 29 10 2 67 7 141 36 1 185 28 7 34 2 71 420 08:00 AM 11 22 4 0 37 6 22 8 1 37 3 35 18 0 56 8 3 9 1 21 151 08:15 AM 5 29 2 3 39 12 12 2 7 33 2 50 13 2 67 8 10 15 1 34 173 08:30 AM 10 33 2 2 47 5 7 3 2 17 3 41 24 0 68 10 13 16 0 39 171 08:45 AM 9 24 1 6 40 9 8 2 4 23 7 33 27 1 68 15 3 20 0 38 169 Total 35 108 9 11 163 32 49 15 14 110 15 159 82 3 259 41 29 60 2 132 664 Grand Total 59 177 10 14 260 58 78 25 16 177 22 300 118 4 444 69 36 94 4 203 1084 Apprch % 22.7 68.1 3.8 5.4 32.8 44.1 14.1 9 5 67.6 26.6 0.9 34 17.7 46.3 2 Total % 5.4 16.3 0.9 1.3 24 5.4 7.2 2.3 1.5 16.3 2 27.7 10.9 0.4 41 6.4 3.3 8.7 0.4 18.7 Lights 53 161 10 14 238 56 73 25 16 170 21 291 107 4 423 63 35 91 4 193 1024 % Lights 89.8 91 100 100 91.5 96.6 93.6 100 100 96 95.5 97 90.7 100 95.3 91.3 97.2 96.8 100 95.1 94.5 Buses 0 6 0 0 6 0 4 0 0 4 0 1 8 0 9 4 0 1 0 5 24
% Buses 0 3.4 0 0 2.3 0 5.1 0 0 2.3 0 0.3 6.8 0 2 5.8 0 1.1 0 2.5 2.2 Trucks 6 10 0 0 16 2 1 0 0 3 1 8 3 0 12 2 1 2 0 5 36
% Trucks 10.2 5.6 0 0 6.2 3.4 1.3 0 0 1.7 4.5 2.7 2.5 0 2.7 2.9 2.8 2.1 0 2.5 3.3

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 11 22 4 37 6 22 8 36 3 35 18 56 8 3 9 20 149
08:15 AM 5 29 2 36 12 12 2 26 2 50 13 65 8 10 15 33 160 08:30 AM 10 33 2 45 5 7 3 15 3 41 24 68 10 13 16 39 167 08:45 AM 9 24 1 34 9 8 2 19 7 33 27 67 15 3 20 38 158
Total Volume 35 108 9 152 32 49 15 96 15 159 82 256 41 29 60 130 634 % App. Total 23 71.1 5.9 33.3 51 15.6 5.9 62.1 32 31.5 22.3 46.2 PHF .795 .818 .563 .844 .667 .557 .469 .667 .536 .795 .759 .941 .683 .558 .750 .833 .949 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12AM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SHOWERS DR

CALIFORNIA ST
Right
35 Thru
108
Left
9 InOut Total
251 152 403
Right
32 Thru
49 Left
15 OutTotal In
53 96 149
Left
82 Thru
159
Right
15 Out TotalIn
164 256 420
Left
60 Thru
29 Right
41 TotalOut In
166 130 296
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12AM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 3
07:15 AM 0 0 0 0 0 0 1 0 0 1 1 2 0 0 3 0 0 0 0 0 4
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:45 AM 0 1 0 0 1 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 5
Total 0 1 0 0 1 0 2 1 0 3 1 8 0 0 9 0 0 0 0 0 13
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 2
08:45 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2
Total 0 0 0 0 0 0 1 0 0 1 2 3 0 0 5 1 2 0 0 3 9
Grand Total 0 1 0 0 1 0 3 1 0 4 3 11 0 0 14 1 2 0 0 3 22 Apprch % 0 100 0 0 0 75 25 0 21.4 78.6 0 0 33.3 66.7 0 0 Total % 0 4.5 0 0 4.5 0 13.6 4.5 0 18.2 13.6 50 0 0 63.6 4.5 9.1 0 0 13.6

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 0 3
07:15 AM 0 0 0 0 0 1 0 1 1 2 0 3 0 0 0 0 4
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 1 1 0 3 0 3 0 0 0 0 5
Total Volume 0 1 0 1 0 2 1 3 1 8 0 9 0 0 0 0 13
% App. Total 0 100 0 0 66.7 33.3 11.1 88.9 0 0 0 0
PHF .000 .250 .000 .250 .000 .500 .250 .750 .250 .667 .000 .750 .000 .000 .000 .000 .650 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12AM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SHOWERS DR

CALIFORNIA ST
Right
0 Thru
1 Left
0 InOut Total
8 1 9
Right
0 Thru
2 Left
1 OutTotal In
1 3 4
Left
0 Thru
8 Right
1 Out TotalIn
2 9 11
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 07:00 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12PM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 20 61 2 2 85 4 8 6 6 24 0 45 23 4 72 48 9 26 7 90 271 04:15 PM 15 50 2 3 70 7 10 9 1 27 6 54 30 3 93 33 8 20 4 65 255 04:30 PM 18 72 3 4 97 10 8 16 6 40 4 49 24 2 79 30 5 22 3 60 276 04:45 PM 13 57 5 4 79 5 12 13 4 34 2 43 28 2 75 46 13 18 4 81 269 Total 66 240 12 13 331 26 38 44 17 125 12 191 105 11 319 157 35 86 18 296 1071 05:00 PM 20 64 2 4 90 11 13 13 6 43 5 48 22 2 77 35 2 38 5 80 290 05:15 PM 19 67 3 2 91 8 10 8 1 27 4 35 23 4 66 29 5 25 7 66 250 05:30 PM 15 75 4 10 104 4 5 7 9 25 2 28 23 2 55 27 9 44 10 90 274 05:45 PM 25 57 5 4 91 4 8 6 1 19 3 46 26 2 77 33 13 21 7 74 261 Total 79 263 14 20 376 27 36 34 17 114 14 157 94 10 275 124 29 128 29 310 1075 Grand Total 145 503 26 33 707 53 74 78 34 239 26 348 199 21 594 281 64 214 47 606 2146 Apprch % 20.5 71.1 3.7 4.7 22.2 31 32.6 14.2 4.4 58.6 33.5 3.5 46.4 10.6 35.3 7.8 Total % 6.8 23.4 1.2 1.5 32.9 2.5 3.4 3.6 1.6 11.1 1.2 16.2 9.3 1 27.7 13.1 3 10 2.2 28.2 Lights 145 498 26 33 702 53 69 78 34 234 25 347 184 21 577 271 63 213 47 594 2107 % Lights 100 99 100 100 99.3 100 93.2 100 100 97.9 96.2 99.7 92.5 100 97.1 96.4 98.4 99.5 100 98 98.2 Buses 0 4 0 0 4 0 5 0 0 5 0 1 14 0 15 10 1 1 0 12 36
% Buses 0 0.8 0 0 0.6 0 6.8 0 0 2.1 0 0.3 7 0 2.5 3.6 1.6 0.5 0 2 1.7 Trucks 0 1 0 0 1 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 3
% Trucks 0 0.2 0 0 0.1 0 0 0 0 0 3.8 0 0.5 0 0.3 0 0 0 0 0 0.1

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 15 50 2 67 7 10 9 26 6 54 30 90 33 8 20 61 244 04:30 PM 18 72 3 93 10 8 16 34 4 49 24 77 30 5 22 57 261 04:45 PM 13 57 5 75 5 12 13 30 2 43 28 73 46 13 18 77 255 05:00 PM 20 64 2 86 11 13 13 37 5 48 22 75 35 2 38 75 273 Total Volume 66 243 12 321 33 43 51 127 17 194 104 315 144 28 98 270 1033 % App. Total 20.6 75.7 3.7 26 33.9 40.2 5.4 61.6 33 53.3 10.4 36.3 PHF .825 .844 .600 .863 .750 .827 .797 .858 .708 .898 .867 .875 .783 .538 .645 .877 .946 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12PM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SHOWERS DR

CALIFORNIA ST
Right
66 Thru
243
Left
12 InOut Total
325 321 646
Right
33 Thru
43 Left
51 OutTotal In
57 127 184
Left
104
Thru
194
Right
17 Out TotalIn
438 315 753
Left
98 Thru
28 Right
144
TotalOut In
213 270 483
Peak Hour Begins at 04:15 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12PM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 6
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 5
04:45 PM 1 4 0 0 5 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 8
Total 1 12 0 0 13 0 1 0 0 1 0 3 0 0 3 1 1 0 0 2 19
05:00 PM 0 5 0 0 5 0 0 0 0 0 2 2 0 0 4 1 0 0 0 1 10
05:15 PM 0 6 0 0 6 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 7
05:30 PM 0 4 1 0 5 0 0 1 0 1 5 0 0 0 5 0 0 0 0 0 11
05:45 PM 0 4 0 0 4 0 0 0 0 0 4 0 1 0 5 0 1 0 0 1 10
Total 0 19 1 0 20 0 1 1 0 2 11 2 1 0 14 1 1 0 0 2 38
Grand Total 1 31 1 0 33 0 2 1 0 3 11 5 1 0 17 2 2 0 0 4 57 Apprch % 3 93.9 3 0 0 66.7 33.3 0 64.7 29.4 5.9 0 50 50 0 0 Total % 1.8 54.4 1.8 0 57.9 0 3.5 1.8 0 5.3 19.3 8.8 1.8 0 29.8 3.5 3.5 0 0 7

CALIFORNIA ST
Southbound

SHOWERS DR
Westbound

CALIFORNIA ST
Northbound

SHOWERS DR
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 5 0 5 0 0 0 0 2 2 0 4 1 0 0 1 10
05:15 PM 0 6 0 6 0 1 0 1 0 0 0 0 0 0 0 0 7
05:30 PM 0 4 1 5 0 0 1 1 5 0 0 5 0 0 0 0 11
05:45 PM 0 4 0 4 0 0 0 0 4 0 1 5 0 1 0 1 10
Total Volume 0 19 1 20 0 1 1 2 11 2 1 14 1 1 0 2 38
% App. Total 0 95 5 0 50 50 78.6 14.3 7.1 50 50 0
PHF .000 .792 .250 .833 .000 .250 .250 .500 .550 .250 .250 .700 .250 .250 .000 .500 .864 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 12PM FINAL
Site Code : 00000012
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

SHOWERS DR

CALIFORNIA ST
Right
0 Thru
19 Left
1 InOut Total
2 20 22
Right
0 Thru
1 Left
1 OutTotal In
13 2 15
Left
1 Thru
2 Right
11 Out TotalIn
21 14 35
Left
0 Thru
1 Right
1 TotalOut In
2 2 4
Peak Hour Begins at 05:00 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13AM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 22 0 0 23 1 1 7 1 10 1 34 0 0 35 1 2 5 0 8 76 07:15 AM 2 19 1 1 23 1 5 8 4 18 6 38 2 2 48 5 4 5 1 15 104 07:30 AM 2 25 0 2 29 1 1 7 0 9 3 54 1 2 60 1 3 6 0 10 108 07:45 AM 4 38 1 2 45 1 4 6 5 16 0 46 5 2 53 2 1 5 4 12 126 Total 9 104 2 5 120 4 11 28 10 53 10 172 8 6 196 9 10 21 5 45 414 08:00 AM 7 31 0 2 40 3 15 17 0 35 2 43 2 0 47 6 4 5 1 16 138 08:15 AM 13 36 1 1 51 4 8 9 6 27 6 59 2 1 68 4 4 10 0 18 164 08:30 AM 4 42 1 0 47 2 3 6 3 14 10 58 2 1 71 7 19 14 3 43 175 08:45 AM 5 38 2 2 47 5 7 5 3 20 8 64 6 4 82 10 8 2 3 23 172 Total 29 147 4 5 185 14 33 37 12 96 26 224 12 6 268 27 35 31 7 100 649 Grand Total 38 251 6 10 305 18 44 65 22 149 36 396 20 12 464 36 45 52 12 145 1063 Apprch % 12.5 82.3 2 3.3 12.1 29.5 43.6 14.8 7.8 85.3 4.3 2.6 24.8 31 35.9 8.3 Total % 3.6 23.6 0.6 0.9 28.7 1.7 4.1 6.1 2.1 14 3.4 37.3 1.9 1.1 43.7 3.4 4.2 4.9 1.1 13.6 Lights 37 234 6 10 287 18 44 64 22 148 36 377 20 12 445 34 45 49 12 140 1020 % Lights 97.4 93.2 100 100 94.1 100 100 98.5 100 99.3 100 95.2 100 100 95.9 94.4 100 94.2 100 96.6 96 Buses 1 8 0 0 9 0 0 0 0 0 0 7 0 0 7 1 0 1 0 2 18
% Buses 2.6 3.2 0 0 3 0 0 0 0 0 0 1.8 0 0 1.5 2.8 0 1.9 0 1.4 1.7 Trucks 0 9 0 0 9 0 0 1 0 1 0 12 0 0 12 1 0 2 0 3 25
% Trucks 0 3.6 0 0 3 0 0 1.5 0 0.7 0 3 0 0 2.6 2.8 0 3.8 0 2.1 2.4

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 7 31 0 38 3 15 17 35 2 43 2 47 6 4 5 15 135
08:15 AM 13 36 1 50 4 8 9 21 6 59 2 67 4 4 10 18 156
08:30 AM 4 42 1 47 2 3 6 11 10 58 2 70 7 19 14 40 168
08:45 AM 5 38 2 45 5 7 5 17 8 64 6 78 10 8 2 20 160
Total Volume 29 147 4 180 14 33 37 84 26 224 12 262 27 35 31 93 619 % App. Total 16.1 81.7 2.2 16.7 39.3 44 9.9 85.5 4.6 29 37.6 33.3 PHF .558 .875 .500 .900 .700 .550 .544 .600 .650 .875 .500 .840 .675 .461 .554 .581 .921 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13AM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

ORTEGA AVE

CALIFORNIA ST
Right
29 Thru
147
Left
4 InOut Total
269 180 449
Right
14 Thru
33 Left
37 OutTotal In
65 84 149
Left
12 Thru
224
Right
26 Out TotalIn
211 262 473
Left
31 Thru
35 Right
27 TotalOut In
74 93 167
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13AM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 3
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 2
07:45 AM 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 6
Total 0 2 0 0 2 0 0 0 0 0 0 7 4 0 11 0 0 1 0 1 14
08:00 AM 0 1 0 0 1 0 1 0 0 1 1 3 0 0 4 0 0 0 0 0 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 0 1 0 1 0 4 1 0 5 0 0 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 1 0 2 4
Total 0 1 0 0 1 0 1 1 0 2 1 15 1 0 17 0 1 1 0 2 22
Grand Total 0 3 0 0 3 0 1 1 0 2 1 22 5 0 28 0 1 2 0 3 36 Apprch % 0 100 0 0 0 50 50 0 3.6 78.6 17.9 0 0 33.3 66.7 0 Total % 0 8.3 0 0 8.3 0 2.8 2.8 0 5.6 2.8 61.1 13.9 0 77.8 0 2.8 5.6 0 8.3

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 2 0 2 0 0 0 0 0 3 1 4 0 0 0 0 6
08:00 AM 0 1 0 1 0 1 0 1 1 3 0 4 0 0 0 0 6
08:15 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 1 1 0 4 1 5 0 0 0 0 6
Total Volume 0 3 0 3 0 1 1 2 1 16 2 19 0 0 0 0 24
% App. Total 0 100 0 0 50 50 5.3 84.2 10.5 0 0 0
PHF .000 .375 .000 .375 .000 .250 .250 .500 .250 .667 .500 .792 .000 .000 .000 .000 1.00 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13AM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

ORTEGA AVE

CALIFORNIA ST
Right
0 Thru
3 Left
0 InOut Total
16 3 19
Right
0 Thru
1 Left
1 OutTotal In
1 2 3
Left
2 Thru
16 Right
1 Out TotalIn
4 19 23
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13PM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 104 2 1 113 1 4 6 5 16 8 67 5 2 82 8 7 3 7 25 236 04:15 PM 8 96 2 5 111 3 1 4 10 18 5 90 3 7 105 2 5 7 9 23 257 04:30 PM 17 113 2 5 137 5 4 8 4 21 6 81 6 0 93 10 5 1 6 22 273 04:45 PM 9 118 2 3 132 5 6 11 2 24 9 70 1 0 80 8 4 7 3 22 258 Total 40 431 8 14 493 14 15 29 21 79 28 308 15 9 360 28 21 18 25 92 1024 05:00 PM 9 95 3 5 112 1 5 6 5 17 9 69 6 3 87 13 3 8 7 31 247 05:15 PM 7 114 1 3 125 2 3 11 5 21 9 64 7 5 85 11 4 5 11 31 262 05:30 PM 8 90 1 1 100 2 5 8 3 18 4 61 5 6 76 8 6 3 17 34 228 05:45 PM 4 92 4 7 107 6 5 12 12 35 11 73 4 3 91 8 5 6 9 28 261 Total 28 391 9 16 444 11 18 37 25 91 33 267 22 17 339 40 18 22 44 124 998 Grand Total 68 822 17 30 937 25 33 66 46 170 61 575 37 26 699 68 39 40 69 216 2022 Apprch % 7.3 87.7 1.8 3.2 14.7 19.4 38.8 27.1 8.7 82.3 5.3 3.7 31.5 18.1 18.5 31.9 Total % 3.4 40.7 0.8 1.5 46.3 1.2 1.6 3.3 2.3 8.4 3 28.4 1.8 1.3 34.6 3.4 1.9 2 3.4 10.7 Lights 68 806 17 30 921 24 32 66 46 168 61 559 36 26 682 58 39 40 69 206 1977 % Lights 100 98.1 100 100 98.3 96 97 100 100 98.8 100 97.2 97.3 100 97.6 85.3 100 100 100 95.4 97.8 Buses 0 13 0 0 13 0 0 0 0 0 0 16 0 0 16 9 0 0 0 9 38
% Buses 0 1.6 0 0 1.4 0 0 0 0 0 0 2.8 0 0 2.3 13.2 0 0 0 4.2 1.9 Trucks 0 3 0 0 3 1 1 0 0 2 0 0 1 0 1 1 0 0 0 1 7
% Trucks 0 0.4 0 0 0.3 4 3 0 0 1.2 0 0 2.7 0 0.1 1.5 0 0 0 0.5 0.3

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 17 113 2 132 5 4 8 17 6 81 6 93 10 5 1 16 258
04:45 PM 9 118 2 129 5 6 11 22 9 70 1 80 8 4 7 19 250
05:00 PM 9 95 3 107 1 5 6 12 9 69 6 84 13 3 8 24 227
05:15 PM 7 114 1 122 2 3 11 16 9 64 7 80 11 4 5 20 238
Total Volume 42 440 8 490 13 18 36 67 33 284 20 337 42 16 21 79 973 % App. Total 8.6 89.8 1.6 19.4 26.9 53.7 9.8 84.3 5.9 53.2 20.3 26.6 PHF .618 .932 .667 .928 .650 .750 .818 .761 .917 .877 .714 .906 .808 .800 .656 .823 .943 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13PM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

ORTEGA AVE

CALIFORNIA ST
Right
42 Thru
440
Left
8 InOut Total
318 490 808
Right
13 Thru
18 Left
36 OutTotal In
57 67 124
Left
20 Thru
284
Right
33 Out TotalIn
518 337 855
Left
21 Thru
16 Right
42 TotalOut In
80 79 159
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13PM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 2 0 0 0 2 6
04:15 PM 0 1 0 0 1 0 0 0 0 0 3 0 0 0 3 1 0 0 0 1 5
04:30 PM 0 6 0 0 6 0 0 0 0 0 0 2 1 0 3 0 1 0 0 1 10
04:45 PM 1 6 0 0 7 0 0 0 0 0 1 4 0 0 5 0 1 0 0 1 13
Total 1 16 0 0 17 0 0 0 0 0 5 6 1 0 12 3 2 0 0 5 34
05:00 PM 1 4 0 0 5 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 10
05:15 PM 0 8 0 0 8 0 1 3 0 4 0 0 0 0 0 1 0 0 0 1 13
05:30 PM 0 2 0 0 2 4 0 0 0 4 0 1 0 0 1 0 1 0 0 1 8
05:45 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
Total 1 17 0 0 18 4 1 3 0 8 1 6 0 0 7 1 1 0 0 2 35
Grand Total 2 33 0 0 35 4 1 3 0 8 6 12 1 0 19 4 3 0 0 7 69 Apprch % 5.7 94.3 0 0 50 12.5 37.5 0 31.6 63.2 5.3 0 57.1 42.9 0 0 Total % 2.9 47.8 0 0 50.7 5.8 1.4 4.3 0 11.6 8.7 17.4 1.4 0 27.5 5.8 4.3 0 0 10.1

CALIFORNIA ST
Southbound

ORTEGA AVE
Westbound

CALIFORNIA ST
Northbound

ORTEGA AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 6 0 6 0 0 0 0 0 2 1 3 0 1 0 1 10
04:45 PM 1 6 0 7 0 0 0 0 1 4 0 5 0 1 0 1 13
05:00 PM 1 4 0 5 0 0 0 0 1 4 0 5 0 0 0 0 10
05:15 PM 0 8 0 8 0 1 3 4 0 0 0 0 1 0 0 1 13
Total Volume 2 24 0 26 0 1 3 4 2 10 1 13 1 2 0 3 46
% App. Total 7.7 92.3 0 0 25 75 15.4 76.9 7.7 33.3 66.7 0 PHF .500 .750 .000 .813 .000 .250 .250 .250 .500 .625 .250 .650 .250 .500 .000 .750 .885 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 13PM FINAL
Site Code : 00000013
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

ORTEGA AVE

CALIFORNIA ST
Right
2 Thru
24 Left
0 InOut Total
10 26 36
Right
0 Thru
1 Left
3 OutTotal In
4 4 8
Left
1 Thru
10 Right
2 Out TotalIn
28 13 41
Left
0 Thru
2 Right
1 TotalOut In
4 3 7
Peak Hour Begins at 04:30 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14AM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 8 22 17 0 47 20 19 13 4 56 14 19 4 2 39 1 25 0 1 27 169 07:15 AM 7 26 10 0 43 20 33 16 0 69 19 18 5 2 44 9 28 4 3 44 200 07:30 AM 6 22 20 3 51 13 30 18 0 61 27 33 6 2 68 6 41 9 3 59 239 07:45 AM 16 25 20 3 64 23 41 17 4 85 17 25 7 6 55 1 44 9 2 56 260 Total 37 95 67 6 205 76 123 64 8 271 77 95 22 12 206 17 138 22 9 186 868 08:00 AM 20 36 19 3 78 22 54 15 4 95 18 29 3 6 56 3 39 4 0 46 275 08:15 AM 4 41 16 5 66 19 50 28 6 103 42 45 7 2 96 7 56 4 0 67 332 08:30 AM 6 37 19 3 65 31 54 29 3 117 25 40 5 3 73 5 56 14 3 78 333 08:45 AM 8 22 29 4 63 35 51 22 5 113 26 34 6 10 76 3 51 2 3 59 311 Total 38 136 83 15 272 107 209 94 18 428 111 148 21 21 301 18 202 24 6 250 1251 Grand Total 75 231 150 21 477 183 332 158 26 699 188 243 43 33 507 35 340 46 15 436 2119 Apprch % 15.7 48.4 31.4 4.4 26.2 47.5 22.6 3.7 37.1 47.9 8.5 6.5 8 78 10.6 3.4 Total % 3.5 10.9 7.1 1 22.5 8.6 15.7 7.5 1.2 33 8.9 11.5 2 1.6 23.9 1.7 16 2.2 0.7 20.6 Lights 75 224 136 21 456 171 323 155 26 675 186 236 42 33 497 35 333 45 15 428 2056 % Lights 100 97 90.7 100 95.6 93.4 97.3 98.1 100 96.6 98.9 97.1 97.7 100 98 100 97.9 97.8 100 98.2 97 Buses 0 5 5 0 10 4 2 0 0 6 1 4 0 0 5 0 0 0 0 0 21
% Buses 0 2.2 3.3 0 2.1 2.2 0.6 0 0 0.9 0.5 1.6 0 0 1 0 0 0 0 0 1 Trucks 0 2 9 0 11 8 7 3 0 18 1 3 1 0 5 0 7 1 0 8 42
% Trucks 0 0.9 6 0 2.3 4.4 2.1 1.9 0 2.6 0.5 1.2 2.3 0 1 0 2.1 2.2 0 1.8 2

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 20 36 19 75 22 54 15 91 18 29 3 50 3 39 4 46 262 08:15 AM 4 41 16 61 19 50 28 97 42 45 7 94 7 56 4 67 319 08:30 AM 6 37 19 62 31 54 29 114 25 40 5 70 5 56 14 75 321 08:45 AM 8 22 29 59 35 51 22 108 26 34 6 66 3 51 2 56 289 Total Volume 38 136 83 257 107 209 94 410 111 148 21 280 18 202 24 244 1191 % App. Total 14.8 52.9 32.3 26.1 51 22.9 39.6 52.9 7.5 7.4 82.8 9.8 PHF .475 .829 .716 .857 .764 .968 .810 .899 .661 .822 .750 .745 .643 .902 .429 .813 .928 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14AM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

RENGSTORFF AVE

CALIFORNIA ST
Right
38 Thru
136
Left
83 InOut Total
279 257 536
Right
107
Thru
209
Left
94 OutTotal In
396 410 806
Left
21 Thru
148
Right
111
Out TotalIn
248 280 528
Left
24 Thru
202
Right
18 TotalOut In
268 244 512
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14AM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
07:45 AM 0 0 1 0 1 1 0 0 0 1 0 2 1 0 3 0 2 0 0 2 7
Total 0 0 1 0 1 1 0 0 0 1 0 6 1 0 7 0 2 0 0 2 11
08:00 AM 0 0 1 0 1 2 0 0 0 2 0 0 0 0 0 0 2 1 0 3 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 1 6 0 0 7 1 0 0 0 1 8
08:30 AM 1 0 0 0 1 1 0 1 0 2 1 1 0 0 2 0 0 0 0 0 5
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 1 0 2 3 0 1 0 4 2 7 0 0 9 1 2 1 0 4 19
Grand Total 1 0 2 0 3 4 0 1 0 5 2 13 1 0 16 1 4 1 0 6 30 Apprch % 33.3 0 66.7 0 80 0 20 0 12.5 81.2 6.2 0 16.7 66.7 16.7 0 Total % 3.3 0 6.7 0 10 13.3 0 3.3 0 16.7 6.7 43.3 3.3 0 53.3 3.3 13.3 3.3 0 20

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 1 1 1 0 0 1 0 2 1 3 0 2 0 2 7
08:00 AM 0 0 1 1 2 0 0 2 0 0 0 0 0 2 1 3 6
08:15 AM 0 0 0 0 0 0 0 0 1 6 0 7 1 0 0 1 8
08:30 AM 1 0 0 1 1 0 1 2 1 1 0 2 0 0 0 0 5
Total Volume 1 0 2 3 4 0 1 5 2 9 1 12 1 4 1 6 26
% App. Total 33.3 0 66.7 80 0 20 16.7 75 8.3 16.7 66.7 16.7 PHF .250 .000 .500 .750 .500 .000 .250 .625 .500 .375 .250 .429 .250 .500 .250 .500 .813 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14AM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

RENGSTORFF AVE

CALIFORNIA ST
Right
1 Thru
0 Left
2 InOut Total
14 3 17
Right
4 Thru
0 Left
1 OutTotal In
8 5 13
Left
1 Thru
9 Right
2 Out TotalIn
2 12 14
Left
1 Thru
4 Right
1 TotalOut In
2 6 8
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14PM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 9 62 40 1 112 28 69 26 5 128 19 44 11 4 78 6 69 7 4 86 404 04:15 PM 8 73 31 9 121 40 71 26 10 147 18 55 3 3 79 6 54 12 6 78 425 04:30 PM 10 66 43 3 122 28 80 28 6 142 19 52 8 11 90 6 73 3 2 84 438 04:45 PM 11 82 60 5 158 33 66 38 5 142 15 37 6 4 62 12 74 11 2 99 461 Total 38 283 174 18 513 129 286 118 26 559 71 188 28 22 309 30 270 33 14 347 1728 05:00 PM 17 63 35 5 120 44 71 32 3 150 24 51 2 8 85 7 69 7 4 87 442 05:15 PM 13 76 44 7 140 36 84 40 4 164 23 42 8 7 80 13 76 6 3 98 482 05:30 PM 10 57 42 6 115 35 68 31 5 139 18 30 8 11 67 10 60 13 8 91 412 05:45 PM 9 66 33 4 112 44 82 30 6 162 27 54 5 12 98 8 61 8 5 82 454 Total 49 262 154 22 487 159 305 133 18 615 92 177 23 38 330 38 266 34 20 358 1790 Grand Total 87 545 328 40 1000 288 591 251 44 1174 163 365 51 60 639 68 536 67 34 705 3518 Apprch % 8.7 54.5 32.8 4 24.5 50.3 21.4 3.7 25.5 57.1 8 9.4 9.6 76 9.5 4.8 Total % 2.5 15.5 9.3 1.1 28.4 8.2 16.8 7.1 1.3 33.4 4.6 10.4 1.4 1.7 18.2 1.9 15.2 1.9 1 20 Lights 85 532 317 40 974 280 587 251 44 1162 163 358 51 60 632 68 529 67 34 698 3466 % Lights 97.7 97.6 96.6 100 97.4 97.2 99.3 100 100 99 100 98.1 100 100 98.9 100 98.7 100 100 99 98.5 Buses 0 12 10 0 22 8 2 0 0 10 0 7 0 0 7 0 0 0 0 0 39
% Buses 0 2.2 3 0 2.2 2.8 0.3 0 0 0.9 0 1.9 0 0 1.1 0 0 0 0 0 1.1 Trucks 2 1 1 0 4 0 2 0 0 2 0 0 0 0 0 0 7 0 0 7 13
% Trucks 2.3 0.2 0.3 0 0.4 0 0.3 0 0 0.2 0 0 0 0 0 0 1.3 0 0 1 0.4

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 10 66 43 119 28 80 28 136 19 52 8 79 6 73 3 82 416 04:45 PM 11 82 60 153 33 66 38 137 15 37 6 58 12 74 11 97 445 05:00 PM 17 63 35 115 44 71 32 147 24 51 2 77 7 69 7 83 422 05:15 PM 13 76 44 133 36 84 40 160 23 42 8 73 13 76 6 95 461 Total Volume 51 287 182 520 141 301 138 580 81 182 24 287 38 292 27 357 1744 % App. Total 9.8 55.2 35 24.3 51.9 23.8 28.2 63.4 8.4 10.6 81.8 7.6 PHF .750 .875 .758 .850 .801 .896 .863 .906 .844 .875 .750 .908 .731 .961 .614 .920 .946 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14PM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

RENGSTORFF AVE

CALIFORNIA ST
Right
51 Thru
287
Left
182
InOut Total
350 520 870
Right
141
Thru
301
Left
138
OutTotal In
555 580 1135
Left
24 Thru
182
Right
81 Out TotalIn
463 287 750
Left
27 Thru
292
Right
38 TotalOut In
376 357 733
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14PM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 4 0 0 5 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 7
04:15 PM 0 2 0 0 2 0 0 1 0 1 5 2 0 0 7 0 0 0 0 0 10
04:30 PM 0 6 0 0 6 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 10
04:45 PM 1 4 1 0 6 5 0 0 0 5 0 0 0 0 0 0 1 0 0 1 12
Total 2 16 1 0 19 6 1 1 0 8 7 3 0 0 10 0 2 0 0 2 39
05:00 PM 0 4 0 0 4 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 8
05:15 PM 0 3 0 0 3 2 1 1 0 4 1 0 0 0 1 0 0 0 0 0 8
05:30 PM 1 3 3 0 7 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 11
05:45 PM 0 0 1 0 1 2 0 0 0 2 0 0 0 0 0 0 2 0 0 2 5
Total 1 10 4 0 15 5 3 1 0 9 2 3 0 0 5 0 3 0 0 3 32
Grand Total 3 26 5 0 34 11 4 2 0 17 9 6 0 0 15 0 5 0 0 5 71 Apprch % 8.8 76.5 14.7 0 64.7 23.5 11.8 0 60 40 0 0 0 100 0 0 Total % 4.2 36.6 7 0 47.9 15.5 5.6 2.8 0 23.9 12.7 8.5 0 0 21.1 0 7 0 0 7

CALIFORNIA ST
Southbound

RENGSTORFF AVE
Westbound

CALIFORNIA ST
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 2 0 2 0 0 1 1 5 2 0 7 0 0 0 0 10
04:30 PM 0 6 0 6 1 1 0 2 1 1 0 2 0 0 0 0 10
04:45 PM 1 4 1 6 5 0 0 5 0 0 0 0 0 1 0 1 12
05:00 PM 0 4 0 4 1 0 0 1 0 3 0 3 0 0 0 0 8
Total Volume 1 16 1 18 7 1 1 9 6 6 0 12 0 1 0 1 40
% App. Total 5.6 88.9 5.6 77.8 11.1 11.1 50 50 0 0 100 0 PHF .250 .667 .250 .750 .350 .250 .250 .450 .300 .500 .000 .429 .000 .250 .000 .250 .833 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 14PM FINAL
Site Code : 00000014
Start Date : 4/27/2021
Page No : 2

CALIFORNIA ST

RENGSTORFF AVE

CALIFORNIA ST
Right
1 Thru
16 Left
1 InOut Total
13 18 31
Right
7 Thru
1 Left
1 OutTotal In
8 9 17
Left
0 Thru
6 Right
6 Out TotalIn
17 12 29
Left
0 Thru
1 Right
0 TotalOut In
2 1 3
Peak Hour Begins at 04:15 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15AM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 4 23 3 1 31 7 36 4 0 47 2 96 16 0 114 10 56 10 0 76 268 07:15 AM 5 21 2 1 29 10 47 0 0 57 5 137 18 3 163 8 57 16 1 82 331 07:30 AM 13 39 5 3 60 14 38 2 1 55 12 156 13 2 183 4 64 21 0 89 387 07:45 AM 5 66 15 2 88 4 57 8 0 69 30 187 27 5 249 18 72 27 0 117 523 Total 27 149 25 7 208 35 178 14 1 228 49 576 74 10 709 40 249 74 1 364 1509 08:00 AM 12 57 7 5 81 19 68 10 0 97 30 190 41 9 270 7 44 15 0 66 514 08:15 AM 19 64 7 3 93 6 40 6 2 54 19 159 39 4 221 17 102 27 0 146 514 08:30 AM 25 61 6 6 98 14 68 10 2 94 16 151 40 5 212 12 81 29 0 122 526 08:45 AM 12 69 18 3 102 10 49 5 0 64 18 158 46 12 234 11 61 22 0 94 494 Total 68 251 38 17 374 49 225 31 4 309 83 658 166 30 937 47 288 93 0 428 2048 Grand Total 95 400 63 24 582 84 403 45 5 537 132 1234 240 40 1646 87 537 167 1 792 3557 Apprch % 16.3 68.7 10.8 4.1 15.6 75 8.4 0.9 8 75 14.6 2.4 11 67.8 21.1 0.1 Total % 2.7 11.2 1.8 0.7 16.4 2.4 11.3 1.3 0.1 15.1 3.7 34.7 6.7 1.1 46.3 2.4 15.1 4.7 0 22.3 Lights 93 395 63 24 575 80 382 43 5 510 130 1214 237 40 1621 86 518 167 1 772 3478 % Lights 97.9 98.8 100 100 98.8 95.2 94.8 95.6 100 95 98.5 98.4 98.8 100 98.5 98.9 96.5 100 100 97.5 97.8 Buses 0 0 0 0 0 0 6 0 0 6 0 2 0 0 2 0 5 0 0 5 13
% Buses 0 0 0 0 0 0 1.5 0 0 1.1 0 0.2 0 0 0.1 0 0.9 0 0 0.6 0.4 Trucks 2 5 0 0 7 4 15 2 0 21 2 18 3 0 23 1 14 0 0 15 66 % Trucks 2.1 1.2 0 0 1.2 4.8 3.7 4.4 0 3.9 1.5 1.5 1.2 0 1.4 1.1 2.6 0 0 1.9 1.9

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 5 66 15 86 4 57 8 69 30 187 27 244 18 72 27 117 516 08:00 AM 12 57 7 76 19 68 10 97 30 190 41 261 7 44 15 66 500 08:15 AM 19 64 7 90 6 40 6 52 19 159 39 217 17 102 27 146 505 08:30 AM 25 61 6 92 14 68 10 92 16 151 40 207 12 81 29 122 513 Total Volume 61 248 35 344 43 233 34 310 95 687 147 929 54 299 98 451 2034 % App. Total 17.7 72.1 10.2 13.9 75.2 11 10.2 74 15.8 12 66.3 21.7 PHF .610 .939 .583 .935 .566 .857 .850 .799 .792 .904 .896 .890 .750 .733 .845 .772 .985 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15AM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 2

CENTRAL EXPY

RENGSTORFF AVE

CENTRAL EXPY
Right
61 Thru
248
Left
35 InOut Total
828 344 1172
Right
43 Thru
233
Left
34 OutTotal In
429 310 739
Left
147
Thru
687
Right
95 Out TotalIn
336 929 1265
Left
98 Thru
299
Right
54 TotalOut In
441 451 892
Peak Hour Begins at 07:45 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15AM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
07:15 AM 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 4
Total 1 1 0 0 2 1 1 0 0 2 1 0 0 0 1 0 4 0 0 4 9
08:00 AM 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2
Total 0 0 0 0 0 0 1 0 0 1 3 1 0 0 4 0 4 0 0 4 9
Grand Total 1 1 0 0 2 1 2 0 0 3 4 1 0 0 5 0 8 0 0 8 18
Apprch % 50 50 0 0 33.3 66.7 0 0 80 20 0 0 0 100 0 0 Total % 5.6 5.6 0 0 11.1 5.6 11.1 0 0 16.7 22.2 5.6 0 0 27.8 0 44.4 0 0 44.4

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 3 0 3 4
08:00 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3
Total Volume 0 1 0 1 1 1 0 2 2 1 0 3 0 5 0 5 11
% App. Total 0 100 0 50 50 0 66.7 33.3 0 0 100 0
PHF .000 .250 .000 .250 .250 .250 .000 .500 .500 .250 .000 .375 .000 .417 .000 .417 .688 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15AM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 2

CENTRAL EXPY

RENGSTORFF AVE

CENTRAL EXPY
Right
0 Thru
1 Left
0 InOut Total
2 1 3
Right
1 Thru
1 Left
0 OutTotal In
7 2 9
Left
0 Thru
1 Right
2 Out TotalIn
1 3 4
Left
0 Thru
5 Right
0 TotalOut In
1 5 6
Peak Hour Begins at 07:30 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15PM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 18 151 24 3 196 5 84 13 1 103 16 109 32 5 162 40 91 16 0 147 608 04:15 PM 29 182 24 1 236 8 86 20 2 116 16 66 28 3 113 33 66 10 0 109 574 04:30 PM 19 184 31 8 242 14 78 11 1 104 17 103 47 13 180 37 83 18 1 139 665 04:45 PM 34 174 18 8 234 14 92 11 1 118 31 119 37 4 191 31 91 22 0 144 687 Total 100 691 97 20 908 41 340 55 5 441 80 397 144 25 646 141 331 66 1 539 2534 05:00 PM 22 154 23 7 206 11 81 20 1 113 21 100 35 7 163 43 102 13 0 158 640 05:15 PM 23 166 23 7 219 15 112 20 1 148 26 79 43 9 157 40 98 15 0 153 677 05:30 PM 25 166 20 4 215 11 64 11 4 90 21 90 35 6 152 33 74 10 0 117 574 05:45 PM 16 137 31 10 194 9 111 14 3 137 17 78 31 9 135 33 91 22 0 146 612 Total 86 623 97 28 834 46 368 65 9 488 85 347 144 31 607 149 365 60 0 574 2503 Grand Total 186 1314 194 48 1742 87 708 120 14 929 165 744 288 56 1253 290 696 126 1 1113 5037 Apprch % 10.7 75.4 11.1 2.8 9.4 76.2 12.9 1.5 13.2 59.4 23 4.5 26.1 62.5 11.3 0.1 Total % 3.7 26.1 3.9 1 34.6 1.7 14.1 2.4 0.3 18.4 3.3 14.8 5.7 1.1 24.9 5.8 13.8 2.5 0 22.1 Lights 186 1308 193 48 1735 86 698 118 14 916 164 743 288 56 1251 288 681 125 1 1095 4997 % Lights 100 99.5 99.5 100 99.6 98.9 98.6 98.3 100 98.6 99.4 99.9 100 100 99.8 99.3 97.8 99.2 100 98.4 99.2 Buses 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 9 0 0 9 17
% Buses 0 0 0 0 0 0 1.1 0 0 0.9 0 0 0 0 0 0 1.3 0 0 0.8 0.3 Trucks 0 6 1 0 7 1 2 2 0 5 1 1 0 0 2 2 6 1 0 9 23
% Trucks 0 0.5 0.5 0 0.4 1.1 0.3 1.7 0 0.5 0.6 0.1 0 0 0.2 0.7 0.9 0.8 0 0.8 0.5

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 19 184 31 234 14 78 11 103 17 103 47 167 37 83 18 138 642 04:45 PM 34 174 18 226 14 92 11 117 31 119 37 187 31 91 22 144 674 05:00 PM 22 154 23 199 11 81 20 112 21 100 35 156 43 102 13 158 625 05:15 PM 23 166 23 212 15 112 20 147 26 79 43 148 40 98 15 153 660 Total Volume 98 678 95 871 54 363 62 479 95 401 162 658 151 374 68 593 2601 % App. Total 11.3 77.8 10.9 11.3 75.8 12.9 14.4 60.9 24.6 25.5 63.1 11.5 PHF .721 .921 .766 .931 .900 .810 .775 .815 .766 .842 .862 .880 .878 .917 .773 .938 .965 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15PM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 2

CENTRAL EXPY

RENGSTORFF AVE

CENTRAL EXPY
Right
98 Thru
678
Left
95 InOut Total
523 871 1394
Right
54 Thru
363
Left
62 OutTotal In
564 479 1043
Left
162
Thru
401
Right
95 Out TotalIn
891 658 1549
Left
68 Thru
374
Right
151
TotalOut In
623 593 1216
Peak Hour Begins at 04:30 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15PM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 5
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 7
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
Total 0 2 0 0 2 0 1 0 0 1 1 0 0 0 1 1 10 0 0 11 15
05:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2
05:15 PM 1 0 0 0 1 0 1 0 0 1 0 0 2 0 2 0 3 0 0 3 7
05:30 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 6 0 0 6 8
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 2 0 0 0 2 0 1 0 0 1 1 1 2 0 4 0 11 0 0 11 18
Grand Total 2 2 0 0 4 0 2 0 0 2 2 1 2 0 5 1 21 0 0 22 33 Apprch % 50 50 0 0 0 100 0 0 40 20 40 0 4.5 95.5 0 0 Total % 6.1 6.1 0 0 12.1 0 6.1 0 0 6.1 6.1 3 6.1 0 15.2 3 63.6 0 0 66.7

CENTRAL EXPY
Southbound

RENGSTORFF AVE
Westbound

CENTRAL EXPY
Northbound

RENGSTORFF AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2
05:15 PM 1 0 0 1 0 1 0 1 0 0 2 2 0 3 0 3 7
05:30 PM 1 0 0 1 0 0 0 0 0 1 0 1 0 6 0 6 8
Total Volume 2 0 0 2 0 1 0 1 1 1 2 4 0 13 0 13 20
% App. Total 100 0 0 0 100 0 25 25 50 0 100 0
PHF .500 .000 .000 .500 .000 .250 .000 .250 .250 .250 .250 .500 .000 .542 .000 .542 .625 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 15PM FINAL
Site Code : 00000015
Start Date : 4/27/2021
Page No : 2

CENTRAL EXPY

RENGSTORFF AVE

CENTRAL EXPY
Right
2 Thru
0 Left
0 InOut Total
1 2 3
Right
0 Thru
1 Left
0 OutTotal In
14 1 15
Left
2 Thru
1 Right
1 Out TotalIn
0 4 4
Left
0 Thru
13 Right
0 TotalOut In
5 13 18
Peak Hour Begins at 04:45 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16AM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 8 12 1 1 22 5 98 12 0 115 14 26 60 0 100 29 65 4 1 99 336 07:15 AM 13 9 3 1 26 8 112 8 1 129 6 49 52 0 107 27 72 8 0 107 369 07:30 AM 12 22 3 0 37 7 129 10 1 147 10 65 52 0 127 42 86 16 0 144 455 07:45 AM 21 29 6 0 56 17 124 14 1 156 19 83 81 2 185 37 92 30 1 160 557 Total 54 72 13 2 141 37 463 44 3 547 49 223 245 2 519 135 315 58 2 510 1717 08:00 AM 29 40 8 0 77 9 128 18 3 158 22 101 65 0 188 30 97 25 1 153 576 08:15 AM 46 50 8 1 105 18 151 14 1 184 15 77 59 1 152 55 121 70 3 249 690 08:30 AM 47 53 8 2 110 9 145 22 0 176 18 68 73 1 160 59 158 55 2 274 720 08:45 AM 38 58 15 0 111 8 122 10 0 140 15 63 72 0 150 66 121 51 5 243 644 Total 160 201 39 3 403 44 546 64 4 658 70 309 269 2 650 210 497 201 11 919 2630 Grand Total 214 273 52 5 544 81 1009 108 7 1205 119 532 514 4 1169 345 812 259 13 1429 4347 Apprch % 39.3 50.2 9.6 0.9 6.7 83.7 9 0.6 10.2 45.5 44 0.3 24.1 56.8 18.1 0.9 Total % 4.9 6.3 1.2 0.1 12.5 1.9 23.2 2.5 0.2 27.7 2.7 12.2 11.8 0.1 26.9 7.9 18.7 6 0.3 32.9 Lights 199 271 45 5 520 80 966 105 7 1158 115 524 476 4 1119 334 792 250 13 1389 4186 % Lights 93 99.3 86.5 100 95.6 98.8 95.7 97.2 100 96.1 96.6 98.5 92.6 100 95.7 96.8 97.5 96.5 100 97.2 96.3 Buses 5 0 1 0 6 0 2 0 0 2 1 1 0 0 2 0 0 4 0 4 14
% Buses 2.3 0 1.9 0 1.1 0 0.2 0 0 0.2 0.8 0.2 0 0 0.2 0 0 1.5 0 0.3 0.3 Trucks 10 2 6 0 18 1 41 3 0 45 3 7 38 0 48 11 20 5 0 36 147 % Trucks 4.7 0.7 11.5 0 3.3 1.2 4.1 2.8 0 3.7 2.5 1.3 7.4 0 4.1 3.2 2.5 1.9 0 2.5 3.4

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 29 40 8 77 9 128 18 155 22 101 65 188 30 97 25 152 572 08:15 AM 46 50 8 104 18 151 14 183 15 77 59 151 55 121 70 246 684 08:30 AM 47 53 8 108 9 145 22 176 18 68 73 159 59 158 55 272 715 08:45 AM 38 58 15 111 8 122 10 140 15 63 72 150 66 121 51 238 639 Total Volume 160 201 39 400 44 546 64 654 70 309 269 648 210 497 201 908 2610 % App. Total 40 50.2 9.8 6.7 83.5 9.8 10.8 47.7 41.5 23.1 54.7 22.1 PHF .851 .866 .650 .901 .611 .904 .727 .893 .795 .765 .921 .862 .795 .786 .718 .835 .913 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16AM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 2

MIDDLEFIELD RD

SAN ANTONIO RD

MIDDLEFIELD RD
Right
160
Thru
201
Left
39 InOut Total
554 400 954
Right
44 Thru
546
Left
64 OutTotal In
606 654 1260
Left
269
Thru
309
Right
70 Out TotalIn
475 648 1123
Left
201
Thru
497
Right
210
TotalOut In
975 908 1883
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16AM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5
Total 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 7
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 1 0 0 1 0 0 0 0 0 0 6 0 0 6 0 0 2 0 2 9
Grand Total 0 3 0 0 3 0 0 0 0 0 0 10 0 0 10 0 0 3 0 3 16 Apprch % 0 100 0 0 0 0 0 0 0 100 0 0 0 0 100 0
Total % 0 18.8 0 0 18.8 0 0 0 0 0 0 62.5 0 0 62.5 0 0 18.8 0 18.8

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5
08:00 AM 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 5
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
08:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total Volume 0 3 0 3 0 0 0 0 0 9 0 9 0 0 1 1 13
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .450 .000 .450 .000 .000 .250 .250 .650 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16AM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 2

MIDDLEFIELD RD

SAN ANTONIO RD

MIDDLEFIELD RD
Right
0 Thru
3 Left
0 InOut Total
10 3 13
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
9 Right
0 Out TotalIn
3 9 12
Left
1 Thru
0 Right
0 TotalOut In
0 1 1
Peak Hour Begins at 07:45 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16PM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 37 54 14 1 106 17 168 25 5 215 15 56 51 4 126 53 158 39 2 252 699 04:15 PM 36 56 18 1 111 14 181 23 0 218 12 28 46 0 86 54 134 33 4 225 640 04:30 PM 35 62 14 0 111 15 183 35 2 235 17 43 68 0 128 62 141 25 5 233 707 04:45 PM 40 69 8 1 118 19 184 27 0 230 13 61 43 0 117 72 131 36 1 240 705 Total 148 241 54 3 446 65 716 110 7 898 57 188 208 4 457 241 564 133 12 950 2751 05:00 PM 48 79 10 0 137 18 189 36 1 244 26 47 69 2 144 74 173 37 1 285 810 05:15 PM 41 62 19 0 122 17 159 31 2 209 13 52 58 0 123 42 168 57 5 272 726 05:30 PM 39 79 17 2 137 18 188 35 1 242 18 50 76 0 144 59 176 32 0 267 790 05:45 PM 41 69 22 0 132 13 164 27 1 205 23 53 69 0 145 60 150 14 5 229 711 Total 169 289 68 2 528 66 700 129 5 900 80 202 272 2 556 235 667 140 11 1053 3037 Grand Total 317 530 122 5 974 131 1416 239 12 1798 137 390 480 6 1013 476 1231 273 23 2003 5788 Apprch % 32.5 54.4 12.5 0.5 7.3 78.8 13.3 0.7 13.5 38.5 47.4 0.6 23.8 61.5 13.6 1.1 Total % 5.5 9.2 2.1 0.1 16.8 2.3 24.5 4.1 0.2 31.1 2.4 6.7 8.3 0.1 17.5 8.2 21.3 4.7 0.4 34.6 Lights 313 525 122 5 965 130 1411 238 12 1791 137 388 478 6 1009 471 1216 269 23 1979 5744 % Lights 98.7 99.1 100 100 99.1 99.2 99.6 99.6 100 99.6 100 99.5 99.6 100 99.6 98.9 98.8 98.5 100 98.8 99.2 Buses 4 0 0 0 4 0 1 0 0 1 0 1 1 0 2 1 2 4 0 7 14
% Buses 1.3 0 0 0 0.4 0 0.1 0 0 0.1 0 0.3 0.2 0 0.2 0.2 0.2 1.5 0 0.3 0.2 Trucks 0 5 0 0 5 1 4 1 0 6 0 1 1 0 2 4 13 0 0 17 30
% Trucks 0 0.9 0 0 0.5 0.8 0.3 0.4 0 0.3 0 0.3 0.2 0 0.2 0.8 1.1 0 0 0.8 0.5

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 48 79 10 137 18 189 36 243 26 47 69 142 74 173 37 284 806 05:15 PM 41 62 19 122 17 159 31 207 13 52 58 123 42 168 57 267 719 05:30 PM 39 79 17 135 18 188 35 241 18 50 76 144 59 176 32 267 787 05:45 PM 41 69 22 132 13 164 27 204 23 53 69 145 60 150 14 224 705 Total Volume 169 289 68 526 66 700 129 895 80 202 272 554 235 667 140 1042 3017 % App. Total 32.1 54.9 12.9 7.4 78.2 14.4 14.4 36.5 49.1 22.6 64 13.4 PHF .880 .915 .773 .960 .917 .926 .896 .921 .769 .953 .895 .955 .794 .947 .614 .917 .936 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16PM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 2

MIDDLEFIELD RD

SAN ANTONIO RD

MIDDLEFIELD RD
Right
169
Thru
289
Left
68 InOut Total
408 526 934
Right
66 Thru
700
Left
129
OutTotal In
815 895 1710
Left
272
Thru
202
Right
80 Out TotalIn
653 554 1207
Left
140
Thru
667
Right
235
TotalOut In
1141 1042 2183
Peak Hour Begins at 05:00 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16PM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
04:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 2 2 0 0 4 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 7
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
05:30 PM 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
05:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4
Total 1 5 0 0 6 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 10
Grand Total 3 7 0 0 10 1 1 0 0 2 0 5 0 0 5 0 0 0 0 0 17 Apprch % 30 70 0 0 50 50 0 0 0 100 0 0 0 0 0 0
Total % 17.6 41.2 0 0 58.8 5.9 5.9 0 0 11.8 0 29.4 0 0 29.4 0 0 0 0 0

MIDDLEFIELD RD
Southbound

SAN ANTONIO RD
Westbound

MIDDLEFIELD RD
Northbound

SAN ANTONIO RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
05:30 PM 1 1 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
05:45 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total Volume 1 5 0 6 0 0 0 0 0 4 0 4 0 0 0 0 10
% App. Total 16.7 83.3 0 0 0 0 0 100 0 0 0 0
PHF .250 .625 .000 .750 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .625 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 16PM FINAL
Site Code : 00000016
Start Date : 4/27/2021
Page No : 2

MIDDLEFIELD RD

SAN ANTONIO RD

MIDDLEFIELD RD
Right
1 Thru
5 Left
0 InOut Total
4 6 10
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
4 Right
0 Out TotalIn
5 4 9
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 05:00 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17AM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time Hard
Right
Right Thru Left Peds App. Total Right Bear
Right
Thru Left Peds App. Total Right Thru Bear
Left
Left Peds App. Total Right Thru Left Hard
Left
Peds App. Total
Hard
Right
Bear
Right
Bear
Left
Hard
Left
Peds App. Total Int. Total
07:00 AM 0 4 37 14 1 56 94 9 79 28 0 210 5 8 1 5 0 19 5 42 0 6 4 57 0 0 0 0 3 3 345 07:15 AM 0 4 39 18 1 62 107 12 111 27 0 257 6 12 2 4 0 24 6 50 3 3 0 62 0 0 0 0 0 0 405 07:30 AM 1 2 58 17 1 79 134 9 121 24 0 288 13 17 0 5 0 35 9 61 8 1 1 80 0 0 0 0 1 1 483 07:45 AM 2 4 60 36 0 102 178 12 132 33 0 355 21 24 2 5 0 52 10 61 26 5 0 102 0 0 0 0 0 0 611 Total 3 14 194 85 3 299 513 42 443 112 0 1110 45 61 5 19 0 130 30 214 37 15 5 301 0 0 0 0 4 4 1844 08:00 AM 4 4 109 30 0 147 164 9 137 40 0 350 13 21 4 4 0 42 9 90 31 0 1 131 0 0 0 0 1 1 671 08:15 AM 1 3 125 37 1 167 191 9 142 32 0 374 20 32 1 8 0 61 23 95 32 5 0 155 0 0 0 0 0 0 757 08:30 AM 1 6 113 47 1 168 183 9 151 37 1 381 16 19 2 5 1 43 14 130 29 4 1 178 0 0 0 0 1 1 771 08:45 AM 1 8 95 26 1 131 199 12 136 43 1 391 24 29 1 6 1 61 21 84 23 3 2 133 0 0 0 0 2 2 718 Total 7 21 442 140 3 613 737 39 566 152 2 1496 73 101 8 23 2 207 67 399 115 12 4 597 0 0 0 0 4 4 2917 Grand Total 10 35 636 225 6 912 1250 81 1009 264 2 2606 118 162 13 42 2 337 97 613 152 27 9 898 0 0 0 0 8 8 4761 Apprch % 1.1 3.8 69.7 24.7 0.7 48 3.1 38.7 10.1 0.1 35 48.1 3.9 12.5 0.6 10.8 68.3 16.9 3 1 0 0 0 0 100 Total % 0.2 0.7 13.4 4.7 0.1 19.2 26.3 1.7 21.2 5.5 0 54.7 2.5 3.4 0.3 0.9 0 7.1 2 12.9 3.2 0.6 0.2 18.9 0 0 0 0 0.2 0.2 Lights 10 30 619 213 6 878 1201 76 968 251 2 2498 110 159 11 40 2 322 90 593 148 23 9 863 0 0 0 0 8 8 4569 % Lights 100 85.7 97.3 94.7 100 96.3 96.1 93.8 95.9 95.1 100 95.9 93.2 98.1 84.6 95.2 100 95.5 92.8 96.7 97.4 85.2 100 96.1 0 0 0 0 100 100 96 Buses 0 0 1 1 0 2 4 0 2 2 0 8 0 1 0 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 13 % Buses 0 0 0.2 0.4 0 0.2 0.3 0 0.2 0.8 0 0.3 0 0.6 0 0 0 0.3 0 0.2 0.7 0 0 0.2 0 0 0 0 0 0 0.3 Trucks 0 5 16 11 0 32 45 5 39 11 0 100 8 2 2 2 0 14 7 19 3 4 0 33 0 0 0 0 0 0 179 % Trucks 0 14.3 2.5 4.9 0 3.5 3.6 6.2 3.9 4.2 0 3.8 6.8 1.2 15.4 4.8 0 4.2 7.2 3.1 2 14.8 0 3.7 0 0 0 0 0 0 3.8 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17AM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 2

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time
Hard Right
Right Thru Left App. Total Right
Bear Right
Thru Left App. Total Right Thru
Bear Left
Left App. Total Right Thru Left
Hard Left App. Total Hard Right Bear Right Bear Left Hard Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 4 4 109 30 147 164 9 137 40 350 13 21 4 4 42 9 90 31 0 130 0 0 0 0 0 669 08:15 AM 1 3 125 37 166 191 9 142 32 374 20 32 1 8 61 23 95 32 5 155 0 0 0 0 0 756 08:30 AM 1 6 113 47 167 183 9 151 37 380 16 19 2 5 42 14 130 29 4 177 0 0 0 0 0 766 08:45 AM 1 8 95 26 130 199 12 136 43 390 24 29 1 6 60 21 84 23 3 131 0 0 0 0 0 711 Total Volume 7 21 442 140 610 737 39 566 152 1494 73 101 8 23 205 67 399 115 12 593 0 0 0 0 0 2902 % App. Total 1.1 3.4 72.5 23 49.3 2.6 37.9 10.2 35.6 49.3 3.9 11.2 11.3 67.3 19.4 2 0 0 0 0 PHF .438 .656 .884 .745 .913 .926 .813 .937 .884 .958 .760 .789 .500 .719 .840 .728 .767 .898 .600 .838 .000 .000 .000 .000 .000 .947 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17AM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 3

SAN ANTONIO FRONTAGE CHARLESTON RD

SAN ANTONIO RD

CHARLESTON RD
Hard
Right
7 Right
21 Thru
442
Left
140
InOut Total
953 610 1563
Right
737
Bear
Right
39 Thru
566
Left
152
OutTotal In
612 1494 2106
Left
23 Bear
Left
8 Thru
101
Right
73 Out TotalIn
661 205 866
Hard
Left
12 Left
115
Thru
399
Right
67 TotalOut In
610 593 1203
Hard
Right
0 Bear
Right
0 BearLeft
0 HardLeft
0 Out66
In 0
Total66
Peak Hour Begins at 08:00 AM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17AM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time
Hard Right
Right Thru Left App. Total Right
Bear Right
Thru Left App. Total Right Thru
Bear Left
Left App. Total Right Thru Left
Hard Left App. Total Hard Right Bear Right Bear Left Hard Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17AM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO FRONTAGE CHARLESTON RD

SAN ANTONIO RD

CHARLESTON RD
Hard
Right
0 Right
0 Thru
1 Left
0 InOut Total
2 1 3
Right
0 Bear
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Bear
Left
0 Thru
2 Right
0 Out TotalIn
1 2 3
Hard
Left
0 Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Hard
Right
0 Bear
Right
0 BearLeft
0 HardLeft
0 Out0
In 0
Total0
Peak Hour Begins at 07:15 AM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17PM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 1
Groups Printed- Lights - Buses - Trucks

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time Hard
Right
Right Thru Left Peds App. Total Right Bear
Right
Thru Left Peds App. Total Right Thru Bear
Left
Left Peds App. Total Right Thru Left Hard
Left
Peds App. Total
Hard
Right
Bear
Right
Bear
Left
Hard
Left
Peds App. Total Int. Total
04:00 PM 1 9 117 42 0 169 103 8 143 111 2 367 34 37 2 15 0 88 26 122 14 4 0 166 0 0 0 0 0 0 790 04:15 PM 1 4 114 41 1 161 100 8 184 72 1 365 39 25 2 10 0 76 34 108 6 6 1 155 0 0 0 0 1 1 758 04:30 PM 1 5 152 42 0 200 100 7 176 45 0 328 36 40 3 18 0 97 33 124 17 1 1 176 0 0 0 0 1 1 802 04:45 PM 0 5 145 28 1 179 112 7 169 70 0 358 27 46 1 17 0 91 27 109 15 3 0 154 0 0 0 0 0 0 782 Total 3 23 528 153 2 709 415 30 672 298 3 1418 136 148 8 60 0 352 120 463 52 14 2 651 0 0 0 0 2 2 3132 05:00 PM 1 10 154 43 1 209 94 2 141 71 4 312 35 62 1 14 0 112 28 110 6 0 0 144 0 0 0 0 0 0 777 05:15 PM 1 9 106 27 2 145 113 10 168 77 0 368 34 33 2 17 0 86 30 133 1 0 0 164 0 0 0 0 0 0 763 05:30 PM 2 14 122 34 1 173 102 4 154 79 1 340 27 47 0 16 0 90 34 116 20 3 1 174 0 0 0 0 1 1 778 05:45 PM 1 3 125 35 3 167 113 7 160 45 2 327 23 37 2 15 0 77 31 112 14 4 2 163 0 0 0 0 2 2 736 Total 5 36 507 139 7 694 422 23 623 272 7 1347 119 179 5 62 0 365 123 471 41 7 3 645 0 0 0 0 3 3 3054 Grand Total 8 59 1035 292 9 1403 837 53 1295 570 10 2765 255 327 13 122 0 717 243 934 93 21 5 1296 0 0 0 0 5 5 6186 Apprch % 0.6 4.2 73.8 20.8 0.6 30.3 1.9 46.8 20.6 0.4 35.6 45.6 1.8 17 0 18.8 72.1 7.2 1.6 0.4 0 0 0 0 100 Total % 0.1 1 16.7 4.7 0.1 22.7 13.5 0.9 20.9 9.2 0.2 44.7 4.1 5.3 0.2 2 0 11.6 3.9 15.1 1.5 0.3 0.1 21 0 0 0 0 0.1 0.1 Lights 8 59 1023 289 9 1388 835 52 1288 562 10 2747 251 324 13 122 0 710 241 922 92 21 5 1281 0 0 0 0 5 5 6131 % Lights 100 100 98.8 99 100 98.9 99.8 98.1 99.5 98.6 100 99.3 98.4 99.1 100 100 0 99 99.2 98.7 98.9 100 100 98.8 0 0 0 0 100 100 99.1 Buses 0 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 3 % Buses 0 0 0 0.3 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0.4 0 0 0 0 0.1 0 0 0 0 0 0 0 Trucks 0 0 12 2 0 14 2 1 6 8 0 17 4 3 0 0 0 7 1 12 1 0 0 14 0 0 0 0 0 0 52 % Trucks 0 0 1.2 0.7 0 1 0.2 1.9 0.5 1.4 0 0.6 1.6 0.9 0 0 0 1 0.4 1.3 1.1 0 0 1.1 0 0 0 0 0 0 0.8 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17PM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 2

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time
Hard Right
Right Thru Left App. Total Right
Bear Right
Thru Left App. Total Right Thru
Bear Left
Left App. Total Right Thru Left
Hard Left App. Total Hard Right Bear Right Bear Left Hard Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 9 117 42 169 103 8 143 111 365 34 37 2 15 88 26 122 14 4 166 0 0 0 0 0 788 04:15 PM 1 4 114 41 160 100 8 184 72 364 39 25 2 10 76 34 108 6 6 154 0 0 0 0 0 754 04:30 PM 1 5 152 42 200 100 7 176 45 328 36 40 3 18 97 33 124 17 1 175 0 0 0 0 0 800 04:45 PM 0 5 145 28 178 112 7 169 70 358 27 46 1 17 91 27 109 15 3 154 0 0 0 0 0 781 Total Volume 3 23 528 153 707 415 30 672 298 1415 136 148 8 60 352 120 463 52 14 649 0 0 0 0 0 3123 % App. Total 0.4 3.3 74.7 21.6 29.3 2.1 47.5 21.1 38.6 42 2.3 17 18.5 71.3 8 2.2 0 0 0 0 PHF .750 .639 .868 .911 .884 .926 .938 .913 .671 .969 .872 .804 .667 .833 .907 .882 .933 .765 .583 .927 .000 .000 .000 .000 .000 .976 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17PM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 3

SAN ANTONIO FRONTAGE CHARLESTON RD

SAN ANTONIO RD

CHARLESTON RD
Hard
Right
3 Right
23 Thru
528
Left
153
InOut Total
615 707 1322
Right
415
Bear
Right
30 Thru
672
Left
298
OutTotal In
752 1415 2167
Left
60 Bear
Left
8 Thru
148
Right
136
Out TotalIn
946 352 1298
Hard
Left
14 Left
52 Thru
463
Right
120
TotalOut In
755 649 1404
Hard
Right
0 Bear
Right
0 BearLeft
0 HardLeft
0 Out55
In 0
Total55
Peak Hour Begins at 04:00 PM

Lights
Buses
Trucks
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17PM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 1
Groups Printed- Bikes

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

CHARLESTON RD
Southbound

SAN ANTONIO RD
Westbound

CHARLESTON RD
Northbound

SAN ANTONIO RD
Eastbound

SAN ANTONIO FRONTAGE
Southeastbound
Start Time
Hard Right
Right Thru Left App. Total Right
Bear Right
Thru Left App. Total Right Thru
Bear Left
Left App. Total Right Thru Left
Hard Left App. Total Hard Right Bear Right Bear Left Hard Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 04:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 1 0 1 0 2 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 % App. Total 50 0 50 0 100 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .250 .000 .250 .000 .500 .250 .000 .000 .000 .250 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .500 Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
File Name : 17PM FINAL
Site Code : 00000017
Start Date : 4/27/2021
Page No : 2

SAN ANTONIO FRONTAGE CHARLESTON RD

SAN ANTONIO RD

CHARLESTON RD
Hard
Right
1 Right
0 Thru
1 Left
0 InOut Total
1 2 3
Right
1 Bear
Right
0 Thru
0 Left
0 OutTotal In
1 1 2
Left
0 Bear
Left
0 Thru
0 Right
0 Out TotalIn
1 0 1
Hard
Left
0 Left
0 Thru
1 Right
0 TotalOut In
0 1 1
Hard
Right
0 Bear
Right
0 BearLeft
0 HardLeft
0 Out1
In 0
Total1
Peak Hour Begins at 04:15 PM

Bikes
Peak Hour Data
North
Traffic Data Service
San Jose, CA
(408) 622-4787
[email protected]
Attachment 1
Table A-1: Previous AM Traffic Counts for Project Study Intersections #3 and #7 Attachment 1
Table A-2: Previous PM Traffic Counts for Project Study Intersections #3 and #7 Attachment 1

Appendix B: Volume Adjustment
Calculations

Attachment 1

Attachment 1
Appendix B-1: Volume Adjustments

NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR
7 1.913 1.667 1.750 1.125 2.459 1.000 1.111 1.000 2.050 1.054 1.340 0.529 3 1.131 2.565 1.759 1.741 2.155 1.132 2.313 2.220 1.901 1.284 1.466 1.736 7 1.784 2.000 1.115 1.483 1.464 1.833 1.061 1.235 1.091 1.423 2.066 0.762 3 1.479 1.570 1.418 1.944 1.176 1.774 1.660 1.896 1.566 1.393 1.976 1.760 7 0.00452 0.00059 0.0055 0.00314 0.0872 0.00334 0.00353 0.00275 0.00393 0.011 0.12117 0.00334 3 0.02031 0.0537 0.01102 0.01102 0.03501 0.00388 0.01337 0.03297 0.00827 0.01368 0.03746 0.00929 7 0.00594 0.00225 0.00834 0.00465 0.09227 0.00674 0.0053 0.00273 0.00353 0.01781 0.09708 0.00337 3 0.01845 0.04238 0.01021 0.00823 0.03155 0.00404 0.01928 0.05412 0.0093 0.01669 0.02813 0.00762 7 0.00864 0.00098 0.00962 0.00353 0.21445 0.00334 0.00393 0.00275 0.00805 0.01159 0.16241 0.00177 Total Weighted Growth Factor 1.75 3 0.02297 0.13771 0.0194 0.01919 0.07544 0.00439 0.03093 0.07319 0.01572 0.01756 0.05492 0.01613 AM Peak Hour Growth Factor 1.84 7 0.01059 0.00449 0.00931 0.0069 0.13511 0.01236 0.00562 0.00337 0.00385 0.02535 0.20058 0.00257 PM Peak Hour Growth Factor 1.66 3 0.02729 0.06654 0.01448 0.01601 0.03712 0.00716 0.03201 0.10259 0.01456 0.02325 0.05556 0.01341 Average Unweighted Growth Factor By Movement 1.57 Weighted
Growth
Factors By
Movement
AM
PM
AM
PM
AM
PM
Turning MovementsPeak
Hour
Intersection
Number
Growth Factors
Growth
Factor By
Movement
Weights By
Movement
Attachment 1
Appendix B-2: Pre-COVID Traffic Counts, 2019
DATE TIME IntID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 10/29/2019 AM PH 7 44 5 49 18 1092 17 20 14 41 59 827 9 11/29/2019 AM PH 3 225 1349 190 188 739 43 303 717 154 172 538 158 DATE TIME IntID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 10/29/2019 PM PH 7 66 28 58 43 842 77 35 21 24 158 1250 16 11/29/2019 PM PH 3 358 873 190 210 487 94 420 1346 191 305 729 176 AM Peak Period
PM Peak Period
Attachment 1
Appendix B-3: AM Traffic Counts, 2021
60 Minute Counts

DATE TIME INTID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 4/27/2021 800 1 191 517 84 95 195 94 76 328 96 53 295 116 4/27/2021 800 2 34 633 66 0 0 0 66 414 0 32 0 101
4/27/2021 800 3 199 526 108 108 343 38 131 323 81 134 367 91 4/27/2021 800 4 29 669 99 8 6 9 116 452 44 76 10 70
4/27/2021 800 5 14 783 79 1 0 0 17 517 2 66 0 36
4/27/2021 800 6 28 856 139 0 0 0 30 578 0 195 1 99
4/27/2021 745 7 23 3 28 16 444 17 18 14 20 56 617 17
4/27/2021 745 8 0 0 0 0 512 0 0 0 15 0 679 25
4/27/2021 800 9 0 0 38 0 768 19 0 0 0 125 847 0
4/27/2021 800 10 55 33 205 27 490 37 157 37 14 185 620 79 4/27/2021 745 11 7 201 3 42 5 6 21 133 69 7 5 49
4/27/2021 800 12 82 159 15 60 29 41 9 108 35 15 49 32
4/27/2021 800 13 12 224 26 31 35 27 4 147 29 37 33 14
4/27/2021 800 14 21 148 111 24 202 18 83 136 38 94 209 107 4/27/2021 745 15 147 687 95 98 299 54 35 248 61 34 233 43 4/27/2021 800 16 269 309 70 201 497 210 39 201 160 64 546 44 4/27/2021 800 17 31 101 73 127 399 67 140 442 28 152 605 737 Attachment 1
Appendix B-4: PM Traffic Counts, 2021
60 Minute Counts

DATE TIME INTID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 4/27/2021 1630 1 164 532 114 89 283 278 117 695 109 96 192 106 4/27/2021 1615 2 55 686 80 0 1 0 68 982 1 28 0 57
4/27/2021 1630 3 242 556 134 108 414 53 253 710 122 219 369 100 4/27/2021 1630 4 61 681 130 38 9 44 193 897 60 159 22 106 4/27/2021 1630 5 7 765 68 3 2 2 43 1083 0 45 2 33
4/27/2021 1630 6 74 830 212 2 0 0 118 989 0 219 0 82
4/27/2021 1615 7 37 14 52 29 575 42 33 17 22 111 605 21 4/27/2021 1645 8 0 0 0 0 808 0 0 0 21 0 691 43
4/27/2021 1700 9 0 0 33 0 985 37 0 0 0 53 1062 0
4/27/2021 1700 10 46 43 356 24 742 58 137 64 15 369 697 141 4/27/2021 1700 11 23 274 3 126 6 24 12 312 142 4 4 48
4/27/2021 1615 12 104 194 17 98 28 144 12 243 66 51 43 33 4/27/2021 1630 13 20 284 33 21 16 42 8 440 42 36 18 13
4/27/2021 1630 14 24 182 81 27 292 38 182 287 51 138 301 141 4/27/2021 1630 15 162 401 95 68 374 151 95 678 98 62 363 54 4/27/2021 1700 16 272 202 80 140 667 235 68 289 169 129 700 66 4/27/2021 1600 17 68 148 136 66 463 120 153 528 26 298 702 415 Attachment 1
Appendix B-5: Adjusted 2021 AM Traffic Counts (1.84 AM Peak Hour Growth Factor) 60 Minute Counts

DATE TIME INTID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 4/27/2021 800 1 351 951 155 175 359 173 140 604 177 98 543 213 4/27/2021 800 2 63 1165 121 0 0 0 121 762 0 59 0 186
4/27/2021 800 3 366 968 199 199 631 70 241 594 149 247 675 167 4/27/2021 800 4 53 1231 182 15 11 17 213 832 81 140 18 129 4/27/2021 800 5 26 1441 145 2 0 0 31 951 4 121 0 66
4/27/2021 800 6 52 1575 256 0 0 0 55 1064 0 359 2 182
4/27/2021 745 7 42 6 52 29 817 31 33 26 37 103 1135 31
4/27/2021 745 8 0 0 0 0 942 0 0 0 28 0 1249 46
4/27/2021 800 9 0 0 70 0 1413 35 0 0 0 230 1558 0
4/27/2021 800 10 101 61 377 50 902 68 289 68 26 340 1141 145 4/27/2021 745 11 13 370 6 77 9 11 39 245 127 13 9 90
4/27/2021 800 12 151 293 28 110 53 75 17 199 64 28 90 59 4/27/2021 800 13 22 412 48 57 64 50 7 270 53 68 61 26
4/27/2021 800 14 39 272 204 44 372 33 153 250 70 173 385 197 4/27/2021 745 15 270 1264 175 180 550 99 64 456 112 63 429 79 4/27/2021 800 16 495 569 129 370 914 386 72 370 294 118 1005 81 4/27/2021 800 17 57 186 134 234 734 123 258 813 52 280 1113 1356 Attachment 1
Appendix B-6: Adjusted 2021 PM Traffic Counts (1.66 PM Peak Hour Growth Factor) 60 Minute Counts

DATE TIME INTID NBL NBT NBR EBL EBT EBR SBL SBT SBR WBL WBT WBR 4/27/2021 800 1 272 883 189 148 470 461 194 1154 181 159 319 176 4/27/2021 800 2 91 1139 133 0 2 0 113 1630 2 46 0 95
4/27/2021 800 3 402 923 222 179 687 88 420 1179 203 364 613 166 4/27/2021 800 4 101 1130 216 63 15 73 320 1489 100 264 37 176 4/27/2021 800 5 12 1270 113 5 3 3 71 1798 0 75 3 55
4/27/2021 800 6 123 1378 352 3 0 0 196 1642 0 364 0 136 4/27/2021 745 7 61 23 86 48 955 70 55 28 37 184 1004 35 4/27/2021 745 8 0 0 0 0 1341 0 0 0 35 0 1147 71
4/27/2021 800 9 0 0 55 0 1635 61 0 0 0 88 1763 0
4/27/2021 800 10 76 71 591 40 1232 96 227 106 25 613 1157 234 4/27/2021 745 11 38 455 5 209 10 40 20 518 236 7 7 80
4/27/2021 800 12 173 322 28 163 46 239 20 403 110 85 71 55 4/27/2021 800 13 33 471 55 35 27 70 13 730 70 60 30 22
4/27/2021 800 14 40 302 134 45 485 63 302 476 85 229 500 234 4/27/2021 745 15 269 666 158 113 621 251 158 1125 163 103 603 90 4/27/2021 800 16 452 335 133 232 1107 390 113 480 281 214 1162 110 4/27/2021 800 17 113 246 226 110 769 199 254 876 43 495 1165 689 Attachment 1

Appendix C: Study Intersection LOS
Calculations

Attachment 1

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 213 543*** 98
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

140***

1 Cycle Time (sec): 100

0 155

0 Loss Time (sec): 12

1 604 3

Critical V/C: 0.661

2 951***
0 Avg Crit Del (sec/veh): 33.9

0 177 1

Avg Delay (sec/veh): 33.8

2 351
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 175*** 359 173
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 175 359 173 98 543 213 140 604 177 351 951 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 359 173 98 543 213 140 604 177 351 951 155 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 175 359 173 98 543 213 140 604 177 351 951 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 359 173 98 543 213 140 604 177 351 951 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 359 173 98 543 213 140 604 177 351 951 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 359 173 98 543 213 140 604 177 351 951 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.33 0.67 1.00 1.42 0.58 1.00 3.00 1.00 2.00 2.56 0.44 Final Sat.: 1750 2496 1203 1750 2657 1042 1750 5700 1750 3150 4814 785 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.14 0.14 0.06 0.20 0.20 0.08 0.11 0.10 0.11 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 15.1 31.0 31.0 15.1 30.9 30.9 12.1 20.5 20.5 21.5 29.9 29.9 Volume/Cap: 0.66 0.46 0.46 0.37 0.66 0.66 0.66 0.52 0.49 0.52 0.66 0.66 Delay/Veh: 46.1 28.1 28.1 39.1 31.5 31.5 49.6 35.8 36.3 35.4 31.6 31.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.1 28.1 28.1 39.1 31.5 31.5 49.6 35.8 36.3 35.4 31.6 31.6 LOS by Move: D C C D C C D D+ D+ D+ C C HCM2kAvgQ: 7 7 7 3 11 11 6 6 6 6 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #1: El Camino Real and Arastradero Road-Charleston Road

Signal=Protect/Rights=Include
Final Vol: 213 543*** 98
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

140***

1 Cycle Time (sec): 100

0 155

0 Loss Time (sec): 12

1 622 3

Critical V/C: 0.662

2 954***
0 Avg Crit Del (sec/veh): 33.9

0 177 1

Avg Delay (sec/veh): 33.8

2 352
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 175*** 359 177
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 175 359 173 98 543 213 140 604 177 351 951 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 359 173 98 543 213 140 604 177 351 951 155 Added Vol: 0 0 4 0 0 0 0 18 0 1 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 175 359 177 98 543 213 140 622 177 352 954 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 359 177 98 543 213 140 622 177 352 954 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 359 177 98 543 213 140 622 177 352 954 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 359 177 98 543 213 140 622 177 352 954 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 1.32 0.68 1.00 1.42 0.58 1.00 3.00 1.00 2.00 2.57 0.43 Final Sat.: 1750 2477 1221 1750 2657 1042 1750 5700 1750 3150 4816 783 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.14 0.14 0.06 0.20 0.20 0.08 0.11 0.10 0.11 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 15.1 31.0 31.0 15.0 30.9 30.9 12.1 20.8 20.8 21.3 29.9 29.9 Volume/Cap: 0.66 0.47 0.47 0.37 0.66 0.66 0.66 0.53 0.49 0.53 0.66 0.66 Delay/Veh: 46.2 28.1 28.1 39.2 31.5 31.5 49.6 35.7 36.0 35.7 31.6 31.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 28.1 28.1 39.2 31.5 31.5 49.6 35.7 36.0 35.7 31.6 31.6 LOS by Move: D C C D C C D D+ D+ D+ C C HCM2kAvgQ: 7 7 7 3 11 11 6 6 6 6 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 186*** 0 59
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

121***

1 Cycle Time (sec): 100

0 121

0 Loss Time (sec): 12

1 762 2

Critical V/C: 0.457

2 1165***
1 Avg Crit Del (sec/veh): 20.1

0 0 0

Avg Delay (sec/veh): 20.2

1 63
LOS: C+

Lanes: 0 0 1! 0 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 59 0 186 121 762 0 63 1165 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 59 0 186 121 762 0 63 1165 121 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 59 0 186 121 762 0 63 1165 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 59 0 186 121 762 0 63 1165 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 59 0 186 121 762 0 63 1165 121 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 59 0 186 121 762 0 63 1165 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.95 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 1.00 2.71 0.29 Final Sat.: 0 1750 0 1750 0 1800 1750 5600 0 1750 5072 527 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.10 0.07 0.14 0.00 0.04 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 22.6 0.0 22.6 15.1 43.2 0.0 22.2 50.3 50.3 Volume/Cap: 0.00 0.00 0.00 0.15 0.00 0.46 0.46 0.32 0.00 0.16 0.46 0.46 Delay/Veh: 0.0 0.0 0.0 31.2 0.0 34.2 39.9 18.8 0.0 31.6 16.2 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.2 0.0 34.2 39.9 18.8 0.0 31.6 16.2 16.2 LOS by Move: A A A C A C- D B- A C B B HCM2kAvgQ: 0 0 0 2 0 6 4 5 0 2 8 8 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #2: El Camino Real and Del Medio Avenue

Signal=Permit/Rights=Include
Final Vol: 186*** 0 59
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

121***

1 Cycle Time (sec): 100

0 121

0 Loss Time (sec): 12

1 783 2

Critical V/C: 0.458

2 1169***
1 Avg Crit Del (sec/veh): 20.1

0 0 0

Avg Delay (sec/veh): 20.2

1 63
LOS: C+

Lanes: 0 0 1! 0 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 59 0 186 121 762 0 63 1165 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 59 0 186 121 762 0 63 1165 121 Added Vol: 0 0 0 0 0 0 0 21 0 0 4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 59 0 186 121 783 0 63 1169 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 59 0 186 121 783 0 63 1169 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 59 0 186 121 783 0 63 1169 121 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 59 0 186 121 783 0 63 1169 121 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.95 0.92 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 1.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 1.00 2.71 0.29 Final Sat.: 0 1750 0 1750 0 1800 1750 5600 0 1750 5074 525 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.10 0.07 0.14 0.00 0.04 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 22.6 0.0 22.6 15.1 43.6 0.0 21.8 50.3 50.3 Volume/Cap: 0.00 0.00 0.00 0.15 0.00 0.46 0.46 0.32 0.00 0.16 0.46 0.46 Delay/Veh: 0.0 0.0 0.0 31.2 0.0 34.3 40.0 18.6 0.0 31.9 16.2 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 31.2 0.0 34.3 40.0 18.6 0.0 31.9 16.2 16.2 LOS by Move: A A A C A C- D B- A C B B HCM2kAvgQ: 0 0 0 2 0 6 4 5 0 2 8 8 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 167 675 247***
Lanes: 1 0 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

241***

2 Cycle Time (sec): 100

0 199

0 Loss Time (sec): 12

1 594 2

Critical V/C: 0.628

2 968***
1 Avg Crit Del (sec/veh): 32.9

0 149 0

Avg Delay (sec/veh): 33.1

2 366
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 199 631*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 199 631 70 247 675 167 241 594 149 366 968 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 631 70 247 675 167 241 594 149 366 968 199 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 199 631 70 247 675 167 241 594 149 366 968 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 199 631 70 247 675 167 241 594 149 366 968 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 631 70 247 675 167 241 594 149 366 968 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 199 631 70 247 675 167 241 594 149 366 968 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.79 0.21 2.00 2.00 1.00 2.00 2.38 0.62 2.00 2.47 0.53 Final Sat.: 3150 3330 369 3150 3800 1750 3150 4476 1123 3150 4644 955 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.19 0.08 0.18 0.10 0.08 0.13 0.13 0.12 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 12.1 30.2 30.2 12.5 30.6 30.6 12.2 24.2 24.2 21.2 33.2 33.2 Volume/Cap: 0.52 0.63 0.63 0.63 0.58 0.31 0.63 0.55 0.55 0.55 0.63 0.63 Delay/Veh: 42.6 31.2 31.2 44.8 30.0 27.0 45.1 33.6 33.6 36.1 28.9 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 31.2 31.2 44.8 30.0 27.0 45.1 33.6 33.6 36.1 28.9 28.9 LOS by Move: D C C D C C D C- C- D+ C C HCM2kAvgQ: 4 10 10 4 9 4 4 7 7 7 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #3: El Camino Real and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 171 676 247***
Lanes: 1 0 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

262***

2 Cycle Time (sec): 100

0 213

0 Loss Time (sec): 12

1 594 2

Critical V/C: 0.640

2 968***
1 Avg Crit Del (sec/veh): 33.3

0 149 0

Avg Delay (sec/veh): 33.3

2 366
LOS: C-

Lanes: 2 0 1 1 0
Final Vol: 199 637*** 70
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 199 631 70 247 675 167 241 594 149 366 968 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 631 70 247 675 167 241 594 149 366 968 199 Added Vol: 0 6 0 0 1 4 21 0 0 0 0 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 199 637 70 247 676 171 262 594 149 366 968 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 199 637 70 247 676 171 262 594 149 366 968 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 637 70 247 676 171 262 594 149 366 968 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 199 637 70 247 676 171 262 594 149 366 968 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 1.80 0.20 2.00 2.00 1.00 2.00 2.38 0.62 2.00 2.44 0.56 Final Sat.: 3150 3333 366 3150 3800 1750 3150 4476 1123 3150 4589 1010 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.19 0.08 0.18 0.10 0.08 0.13 0.13 0.12 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 11.9 29.8 29.8 12.2 30.2 30.2 13.0 24.5 24.5 21.4 32.9 32.9 Volume/Cap: 0.53 0.64 0.64 0.64 0.59 0.32 0.64 0.54 0.54 0.54 0.64 0.64 Delay/Veh: 42.9 31.7 31.7 45.4 30.4 27.4 44.7 33.3 33.3 35.8 29.3 29.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 31.7 31.7 45.4 30.4 27.4 44.7 33.3 33.3 35.8 29.3 29.3 LOS by Move: D C C D C C D C- C- D+ C C HCM2kAvgQ: 4 10 10 4 9 4 5 7 7 7 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 129*** 18 140
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

213***

1 Cycle Time (sec): 100

0 182

0 Loss Time (sec): 12

1 832 2

Critical V/C: 0.525

2 1231***
1 Avg Crit Del (sec/veh): 24.0

0 81 0

Avg Delay (sec/veh): 23.1

1 53
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 15*** 11 17
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 15 11 17 140 18 129 213 832 81 53 1231 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 11 17 140 18 129 213 832 81 53 1231 182 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 11 17 140 18 129 213 832 81 53 1231 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 11 17 140 18 129 213 832 81 53 1231 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 11 17 140 18 129 213 832 81 53 1231 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 11 17 140 18 129 213 832 81 53 1231 182 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.58 0.42 1.00 1.78 0.22 1.00 1.00 2.72 0.28 1.00 2.60 0.40 Final Sat.: 1038 762 1750 3145 404 1750 1750 5103 497 1750 4878 721 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.04 0.04 0.07 0.12 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 7.0 12.0 12.0 8.4 13.3 13.3 22.0 47.3 47.3 20.3 45.6 45.6 Volume/Cap: 0.21 0.12 0.08 0.53 0.33 0.55 0.55 0.34 0.34 0.15 0.55 0.55 Delay/Veh: 44.7 39.6 39.3 45.8 39.7 43.4 36.4 16.6 16.6 32.9 20.0 20.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 39.6 39.3 45.8 39.7 43.4 36.4 16.6 16.6 32.9 20.0 20.0 LOS by Move: D D D D D D D+ B B C- C+ C+ HCM2kAvgQ: 1 1 1 3 2 4 7 6 6 1 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #4: El Camino Real and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 129*** 18 141
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

213***

1 Cycle Time (sec): 100

0 182

0 Loss Time (sec): 12

1 832 2

Critical V/C: 0.528

2 1245***
1 Avg Crit Del (sec/veh): 24.0

0 81 0

Avg Delay (sec/veh): 23.1

1 53
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 15*** 11 17
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 15 11 17 140 18 129 213 832 81 53 1231 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 11 17 140 18 129 213 832 81 53 1231 182 Added Vol: 0 0 0 1 0 0 0 0 0 0 14 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 11 17 141 18 129 213 832 81 53 1245 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 11 17 141 18 129 213 832 81 53 1245 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 11 17 141 18 129 213 832 81 53 1245 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 11 17 141 18 129 213 832 81 53 1245 182 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.93 0.95 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 0.58 0.42 1.00 1.78 0.22 1.00 1.00 2.72 0.28 1.00 2.60 0.40 Final Sat.: 1038 762 1750 3148 402 1750 1750 5103 497 1750 4885 714 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.01 0.01 0.04 0.04 0.07 0.12 0.16 0.16 0.03 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 7.0 11.9 11.9 8.3 13.3 13.3 21.9 47.4 47.4 20.3 45.8 45.8 Volume/Cap: 0.21 0.12 0.08 0.54 0.34 0.56 0.56 0.34 0.34 0.15 0.56 0.56 Delay/Veh: 44.7 39.6 39.3 45.9 39.8 43.6 36.5 16.6 16.6 32.9 19.9 19.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.7 39.6 39.3 45.9 39.8 43.6 36.5 16.6 16.6 32.9 19.9 19.9 LOS by Move: D D D D D D D+ B B C- B- B- HCM2kAvgQ: 1 1 1 3 2 4 7 6 6 1 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 66 0 121***
Lanes: 0 0 1! 0 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

31***

1 Cycle Time (sec): 100

0 145

0 Loss Time (sec): 12

1 951 2

Critical V/C: 0.463

2 1441***
1 Avg Crit Del (sec/veh): 14.9

0 4 0

Avg Delay (sec/veh): 15.9

1 26
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 2 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 2 0 0 121 0 66 31 951 4 26 1441 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 0 0 121 0 66 31 951 4 26 1441 145 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 0 0 121 0 66 31 951 4 26 1441 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 0 0 121 0 66 31 951 4 26 1441 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 0 0 121 0 66 31 951 4 26 1441 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 0 0 121 0 66 31 951 4 26 1441 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 0.00 0.65 0.00 0.35 1.00 2.99 0.01 1.00 2.72 0.28 Final Sat.: 1750 0 0 1132 0 618 1750 5577 23 1750 5087 512 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.11 0.02 0.17 0.17 0.01 0.28 0.28 Crit Moves: **** **** **** Green Time: 22.2 0.0 0.0 22.2 0.0 22.2 7.0 46.7 46.7 19.2 58.8 58.8 Volume/Cap: 0.01 0.00 0.00 0.48 0.00 0.48 0.25 0.37 0.37 0.08 0.48 0.48 Delay/Veh: 30.3 0.0 0.0 34.8 0.0 34.8 45.1 17.2 17.2 33.3 11.9 11.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.3 0.0 0.0 34.8 0.0 34.8 45.1 17.2 17.2 33.3 11.9 11.9 LOS by Move: C A A C- A C- D B B C- B+ B+ HCM2kAvgQ: 0 0 0 6 0 6 1 6 6 1 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #5: El Camino Real and Ortega Avenue

Signal=Permit/Rights=Include
Final Vol: 66 0 122***
Lanes: 0 0 1! 0 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

31***

1 Cycle Time (sec): 100

0 145

0 Loss Time (sec): 12

1 952 2

Critical V/C: 0.467

2 1455***
1 Avg Crit Del (sec/veh): 14.9

0 4 0

Avg Delay (sec/veh): 15.9

1 26
LOS: B

Lanes: 0 0 1! 0 0
Final Vol: 2 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 2 0 0 121 0 66 31 951 4 26 1441 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 0 0 121 0 66 31 951 4 26 1441 145 Added Vol: 0 0 0 1 0 0 0 1 0 0 14 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 0 0 122 0 66 31 952 4 26 1455 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 0 0 122 0 66 31 952 4 26 1455 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 0 0 122 0 66 31 952 4 26 1455 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 0 0 122 0 66 31 952 4 26 1455 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 0.00 0.65 0.00 0.35 1.00 2.99 0.01 1.00 2.72 0.28 Final Sat.: 1750 0 0 1136 0 614 1750 5577 23 1750 5092 507 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.11 0.02 0.17 0.17 0.01 0.29 0.29 Crit Moves: **** **** **** Green Time: 22.1 0.0 0.0 22.1 0.0 22.1 7.0 46.7 46.7 19.2 58.9 58.9 Volume/Cap: 0.01 0.00 0.00 0.49 0.00 0.49 0.25 0.37 0.37 0.08 0.49 0.49 Delay/Veh: 30.4 0.0 0.0 34.9 0.0 34.9 45.1 17.2 17.2 33.3 12.0 12.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 0.0 0.0 34.9 0.0 34.9 45.1 17.2 17.2 33.3 12.0 12.0 LOS by Move: C A A C- A C- D B B C- B+ B+ HCM2kAvgQ: 0 0 0 6 0 6 1 6 6 1 10 10 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Permit/Rights=Include
Final Vol: 182 2*** 359
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

55***

2 Cycle Time (sec): 100

0 256

0 Loss Time (sec): 12

1 1064 2

Critical V/C: 0.507

2 1575***
1 Avg Crit Del (sec/veh): 16.0

0 0 0

Avg Delay (sec/veh): 17.2

1 52
LOS: B

Lanes: 0 1 0 1 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 359 2 182 55 1064 0 52 1575 256 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 359 2 182 55 1064 0 52 1575 256 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 359 2 182 55 1064 0 52 1575 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 359 2 182 55 1064 0 52 1575 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 359 2 182 55 1064 0 52 1575 256 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 359 2 182 55 1064 0 52 1575 256 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.93 0.95 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 0.00 2.00 1.99 0.01 1.00 2.00 3.00 0.00 1.00 2.57 0.43 Final Sat.: 0 0 3500 3530 20 1750 3150 5600 0 1750 4816 783 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.10 0.10 0.02 0.19 0.00 0.03 0.33 0.33 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.2 19.2 19.2 7.0 50.3 0.0 18.5 61.8 61.8 Volume/Cap: 0.00 0.00 0.00 0.53 0.53 0.54 0.25 0.38 0.00 0.16 0.53 0.53 Delay/Veh: 0.0 0.0 0.0 37.1 37.1 38.2 44.6 15.4 0.0 34.4 11.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.1 37.1 38.2 44.6 15.4 0.0 34.4 11.0 11.0 LOS by Move: A A A D+ D+ D+ D B A C- B+ B+ HCM2kAvgQ: 0 0 0 5 5 5 1 7 0 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #6: El Camino Real and Rengstorff Avenue

Signal=Permit/Rights=Include
Final Vol: 182 2*** 360
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

55***

2 Cycle Time (sec): 100

0 256

0 Loss Time (sec): 12

1 1065 2

Critical V/C: 0.510

2 1589***
1 Avg Crit Del (sec/veh): 16.0

0 0 0

Avg Delay (sec/veh): 17.2

1 52
LOS: B

Lanes: 0 1 0 1 0
Final Vol: 0 0 0
Signal=Permit/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 0 0 359 2 182 55 1064 0 52 1575 256 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 359 2 182 55 1064 0 52 1575 256 Added Vol: 0 0 0 1 0 0 0 1 0 0 14 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 360 2 182 55 1065 0 52 1589 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 360 2 182 55 1065 0 52 1589 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 360 2 182 55 1065 0 52 1589 256 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 360 2 182 55 1065 0 52 1589 256 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.93 0.95 0.92 0.83 0.98 0.92 0.92 0.99 0.95 Lanes: 0.00 0.00 2.00 1.99 0.01 1.00 2.00 3.00 0.00 1.00 2.57 0.43 Final Sat.: 0 0 3500 3530 20 1750 3150 5600 0 1750 4822 777 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.10 0.10 0.02 0.19 0.00 0.03 0.33 0.33 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.1 19.1 19.1 7.0 50.3 0.0 18.5 61.9 61.9 Volume/Cap: 0.00 0.00 0.00 0.53 0.53 0.54 0.25 0.38 0.00 0.16 0.53 0.53 Delay/Veh: 0.0 0.0 0.0 37.2 37.2 38.3 44.6 15.3 0.0 34.4 11.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.2 37.2 38.3 44.6 15.3 0.0 34.4 11.0 11.0 LOS by Move: A A A D+ D+ D+ D B A C- B+ B+ HCM2kAvgQ: 0 0 0 5 5 5 1 7 0 2 11 11 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 31 1135*** 103
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

33 1

Cycle Time (sec): 100

1 52

0 Loss Time (sec): 12

0 26*** 0

Critical V/C: 0.311

0 6
1 Avg Crit Del (sec/veh): 12.3

1 37 0

Avg Delay (sec/veh): 15.6

1 42***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 29*** 817 31
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 29 817 31 103 1135 31 33 26 37 42 6 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 817 31 103 1135 31 33 26 37 42 6 52 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 817 31 103 1135 31 33 26 37 42 6 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 817 31 103 1135 31 33 26 37 42 6 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 817 31 103 1135 31 33 26 37 42 6 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 817 31 103 1135 31 33 26 37 42 6 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.89 0.11 2.00 2.92 0.08 1.00 0.41 0.59 1.75 0.25 1.00 Final Sat.: 1750 5395 205 3150 5451 149 1750 743 1057 3106 444 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.15 0.03 0.21 0.21 0.02 0.04 0.04 0.01 0.01 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 48.1 48.1 22.2 63.4 63.4 7.3 10.6 10.6 7.0 10.4 10.4 Volume/Cap: 0.24 0.31 0.31 0.15 0.33 0.33 0.26 0.33 0.33 0.19 0.13 0.29 Delay/Veh: 45.0 15.9 15.9 31.4 8.5 8.5 44.9 42.4 42.4 44.2 40.9 42.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.0 15.9 15.9 31.4 8.5 8.5 44.9 42.4 42.4 44.2 40.9 42.3 LOS by Move: D B B C A A D D D D D D HCM2kAvgQ: 1 5 5 1 5 5 1 2 2 1 1 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #7: Fayette Drive and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 31 1140*** 106
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

33 1

Cycle Time (sec): 100

1 52

0 Loss Time (sec): 12

0 26*** 0

Critical V/C: 0.312

0 6
1 Avg Crit Del (sec/veh): 12.3

1 37 0

Avg Delay (sec/veh): 15.5

1 42***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 29*** 858 31
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 29 817 31 103 1135 31 33 26 37 42 6 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 817 31 103 1135 31 33 26 37 42 6 52 Added Vol: 0 41 0 3 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 858 31 106 1140 31 33 26 37 42 6 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 858 31 106 1140 31 33 26 37 42 6 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 858 31 106 1140 31 33 26 37 42 6 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 858 31 106 1140 31 33 26 37 42 6 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.93 0.95 0.92 Lanes: 1.00 2.89 0.11 2.00 2.92 0.08 1.00 0.41 0.59 1.75 0.25 1.00 Final Sat.: 1750 5404 195 3150 5452 148 1750 743 1057 3106 444 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.16 0.16 0.03 0.21 0.21 0.02 0.04 0.04 0.01 0.01 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 48.9 48.9 21.5 63.4 63.4 7.3 10.6 10.6 7.0 10.4 10.4 Volume/Cap: 0.24 0.32 0.32 0.16 0.33 0.33 0.26 0.33 0.33 0.19 0.13 0.29 Delay/Veh: 45.0 15.6 15.6 32.0 8.5 8.5 44.9 42.4 42.4 44.2 40.9 42.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.0 15.6 15.6 32.0 8.5 8.5 44.9 42.4 42.4 44.2 40.9 42.3 LOS by Move: D B B C A A D D D D D D HCM2kAvgQ: 1 5 5 1 5 5 1 2 2 1 1 2 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 46 1249 0
Lanes: 0 1 2 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.049

0 0
0 Avg Crit Del (sec/veh): 0.1

0 28 1

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 942 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 942 0 0 1249 46 0 0 28 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 942 0 0 1249 46 0 0 28 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 942 0 0 1249 46 0 0 28 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 942 0 0 1249 46 0 0 28 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 942 0 0 1249 46 0 0 28 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 439 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 571 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 571 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.6 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PP AM
Intersection #8: Miller Avenue and San Antonio Road

Signal=Uncontrol/Rights=Include
Final Vol: 46 1257 0
Lanes: 0 1 2 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.049

0 0
0 Avg Crit Del (sec/veh): 0.1

0 28 1

Avg Delay (sec/veh): 0.1

0 0
LOS: B

Lanes: 0 0 4 0 0
Final Vol: 0 986 0
Signal=Uncontrol/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 942 0 0 1249 46 0 0 28 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 942 0 0 1249 46 0 0 28 0 0 0 Added Vol: 0 44 0 0 8 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 986 0 0 1257 46 0 0 28 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 986 0 0 1257 46 0 0 28 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 986 0 0 1257 46 0 0 28 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 442 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 569 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 569 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.7 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.7 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1558 230***
Lanes: 0 0 2 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 70***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.560

0 0
0 Avg Crit Del (sec/veh): 15.4

0 0 0

Avg Delay (sec/veh): 8.7

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1413*** 35
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1413 35 230 1558 0 0 0 0 0 0 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1413 35 230 1558 0 0 0 0 0 0 70 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1413 35 230 1558 0 0 0 0 0 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1413 35 230 1558 0 0 0 0 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1413 35 230 1558 0 0 0 0 0 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1413 35 230 1558 0 0 0 0 0 0 70 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 3800 1750 1750 3800 0 0 0 0 0 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.37 0.02 0.13 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.04 Crit Moves: **** **** **** Green Time: 0.0 64.3 64.3 22.7 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.58 0.03 0.58 0.47 0.00 0.00 0.00 0.00 0.00 0.00 0.40 Delay/Veh: 0.0 10.5 6.5 36.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.5 6.5 36.5 1.5 0.0 0.0 0.0 0.0 0.0 0.0 43.7 LOS by Move: A B+ A D+ A A A A A A A D HCM2kAvgQ: 0 12 0 6 5 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #9: Nita Avenue and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 0 1587 230***
Lanes: 0 0 2 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

1 70***

0 Loss Time (sec): 3

0 0 0

Critical V/C: 0.561

0 0
0 Avg Crit Del (sec/veh): 15.3

0 0 0

Avg Delay (sec/veh): 8.7

0 0
LOS: A

Lanes: 0 0 2 0 1
Final Vol: 0 1418*** 35
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 10 10 7 10 0 0 0 0 0 0 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 0 1413 35 230 1558 0 0 0 0 0 0 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1413 35 230 1558 0 0 0 0 0 0 70 Added Vol: 0 5 0 0 29 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1418 35 230 1587 0 0 0 0 0 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1418 35 230 1587 0 0 0 0 0 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1418 35 230 1587 0 0 0 0 0 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1418 35 230 1587 0 0 0 0 0 0 70 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.37 0.02 0.13 0.42 0.00 0.00 0.00 0.00 0.00 0.00 0.04 Crit Moves: **** **** **** Green Time: 0.0 64.3 64.3 22.7 87.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 Volume/Cap: 0.00 0.58 0.03 0.58 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.40 Delay/Veh: 0.0 10.5 6.5 36.6 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 10.5 6.5 36.6 1.6 0.0 0.0 0.0 0.0 0.0 0.0 43.7 LOS by Move: A B+ A D+ A A A A A A A D HCM2kAvgQ: 0 12 0 6 5 0 0 0 0 0 0 3 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:37:19 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 145 1141*** 340
Lanes: 1 0 2 0 2

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

289***

1 Cycle Time (sec): 100

1 377***

0 Loss Time (sec): 12

0 68 1

Critical V/C: 0.806

1 61
0 Avg Crit Del (sec/veh): 40.9

0 26 1

Avg Delay (sec/veh): 37.4

1 101
LOS: D+

Lanes: 1 0 3 0 1
Final Vol: 50*** 902 68
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 50 902 68 340 1141 145 289 68 26 101 61 377 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 902 68 340 1141 145 289 68 26 101 61 377 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 902 68 340 1141 145 289 68 26 101 61 377 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 902 68 340 1141 145 289 68 26 101 61 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 902 68 340 1141 145 289 68 26 101 61 377 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 902 68 340 1141 145 289 68 26 101 61 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.04 0.11 0.30 0.08 0.17 0.04 0.01 0.06 0.03 0.22 Crit Moves: **** **** **** **** Green Time: 7.0 25.4 25.4 17.3 35.7 35.7 19.6 19.6 19.6 25.6 25.6 25.6 Volume/Cap: 0.41 0.62 0.15 0.62 0.84 0.23 0.84 0.18 0.08 0.23 0.13 0.84 Delay/Veh: 46.7 33.9 29.1 40.6 34.4 22.7 55.3 33.7 32.9 29.6 28.7 48.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 33.9 29.1 40.6 34.4 22.7 55.3 33.7 32.9 29.6 28.7 48.5 LOS by Move: D C- C D C- C+ E+ C- C- C C D HCM2kAvgQ: 2 8 2 6 17 3 12 2 1 3 1 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 16:37:19 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #10: California Street and San Antonio Road

Signal=Protect/Rights=Include
Final Vol: 145 1141*** 413
Lanes: 1 0 2 0 2

Signal=Split

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

289***

1 Cycle Time (sec): 100

1 377***

0 Loss Time (sec): 12

0 68 1

Critical V/C: 0.809

1 61
0 Avg Crit Del (sec/veh): 40.9

0 26 1

Avg Delay (sec/veh): 38.1

1 104
LOS: D+

Lanes: 1 0 3 0 1
Final Vol: 55*** 913 68
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 50 902 68 340 1141 145 289 68 26 101 61 377 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 902 68 340 1141 145 289 68 26 101 61 377 Added Vol: 5 11 0 73 0 0 0 0 0 3 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 55 913 68 413 1141 145 289 68 26 104 61 377 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 913 68 413 1141 145 289 68 26 104 61 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 913 68 413 1141 145 289 68 26 104 61 377 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 913 68 413 1141 145 289 68 26 104 61 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.03 0.16 0.04 0.13 0.30 0.08 0.17 0.04 0.01 0.06 0.03 0.22 Crit Moves: **** **** **** **** Green Time: 7.0 23.5 23.5 19.2 35.7 35.7 19.6 19.6 19.6 25.6 25.6 25.6 Volume/Cap: 0.45 0.68 0.17 0.68 0.84 0.23 0.84 0.18 0.08 0.23 0.13 0.84 Delay/Veh: 47.3 36.3 30.6 40.7 34.4 22.7 55.3 33.7 32.9 29.7 28.7 48.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.3 36.3 30.6 40.7 34.4 22.7 55.3 33.7 32.9 29.7 28.7 48.5 LOS by Move: D D+ C D C- C+ E+ C- C- C C D HCM2kAvgQ: 2 9 2 7 17 3 12 2 1 3 1 13 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 90 9*** 13
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

0 6

0 Loss Time (sec): 12

1 245*** 1

Critical V/C: 0.267

1 370
0 Avg Crit Del (sec/veh): 25.5

0 127 1

Avg Delay (sec/veh): 25.2

1 13***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 77*** 9 11
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 77 9 11 13 9 90 39 245 127 13 370 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 9 11 13 9 90 39 245 127 13 370 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 9 11 13 9 90 39 245 127 13 370 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 9 11 13 9 90 39 245 127 13 370 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 9 11 13 9 90 39 245 127 13 370 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 9 11 13 9 90 39 245 127 13 370 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 1.00 0.45 0.55 1.00 0.09 0.91 1.00 1.00 1.00 1.00 1.97 0.03 Final Sat.: 1750 810 990 1750 164 1636 1750 1900 1750 1750 3641 59 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.01 0.01 0.01 0.06 0.06 0.02 0.13 0.07 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 15.6 20.7 20.7 14.5 19.5 19.5 21.5 45.8 45.8 7.0 31.3 31.3 Volume/Cap: 0.28 0.05 0.05 0.05 0.28 0.28 0.10 0.28 0.16 0.11 0.32 0.32 Delay/Veh: 37.8 31.9 31.9 36.9 34.7 34.7 31.6 17.0 15.9 44.0 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 31.9 31.9 36.9 34.7 34.7 31.6 17.0 15.9 44.0 26.5 26.5 LOS by Move: D+ C C D+ C- C- C B B D C C HCM2kAvgQ: 2 1 1 0 3 3 1 4 2 0 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #11: California Street and Pacchetti Way

Signal=Protect/Rights=Include
Final Vol: 90 9*** 13
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

39 1

Cycle Time (sec): 100

0 6

0 Loss Time (sec): 12

1 249*** 1

Critical V/C: 0.270

1 373
0 Avg Crit Del (sec/veh): 25.4

0 127 1

Avg Delay (sec/veh): 25.0

1 13***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 77*** 9 11
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 77 9 11 13 9 90 39 245 127 13 370 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 9 11 13 9 90 39 245 127 13 370 6 Added Vol: 0 0 0 0 0 0 0 4 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 9 11 13 9 90 39 249 127 13 373 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 9 11 13 9 90 39 249 127 13 373 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 9 11 13 9 90 39 249 127 13 373 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 9 11 13 9 90 39 249 127 13 373 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.01 0.01 0.01 0.06 0.06 0.02 0.13 0.07 0.01 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 15.5 20.5 20.5 14.4 19.4 19.4 21.6 46.1 46.1 7.0 31.6 31.6 Volume/Cap: 0.28 0.05 0.05 0.05 0.28 0.28 0.10 0.28 0.16 0.11 0.32 0.32 Delay/Veh: 37.9 32.0 32.0 37.0 34.9 34.9 31.6 16.9 15.7 44.0 26.2 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 32.0 32.0 37.0 34.9 34.9 31.6 16.9 15.7 44.0 26.2 26.2 LOS by Move: D+ C- C- D+ C- C- C B B D C C HCM2kAvgQ: 2 1 1 0 3 3 1 5 2 0 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 59 90*** 28
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

17 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 199*** 1

Critical V/C: 0.304

1 293
1 Avg Crit Del (sec/veh): 32.3

0 64 0

Avg Delay (sec/veh): 31.1

1 151***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 110*** 53 75
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 53 75 28 90 59 17 199 64 151 293 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 53 75 28 90 59 17 199 64 151 293 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 53 75 28 90 59 17 199 64 151 293 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 53 75 28 90 59 17 199 64 151 293 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 53 75 28 90 59 17 199 64 151 293 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 53 75 28 90 59 17 199 64 151 293 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.50 0.50 1.00 1.82 0.18 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2799 900 1750 3377 323 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.03 0.04 0.02 0.05 0.03 0.01 0.07 0.07 0.09 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 20.7 21.3 21.3 14.9 15.6 15.6 21.3 23.4 23.4 28.4 30.4 30.4 Volume/Cap: 0.30 0.13 0.20 0.11 0.30 0.22 0.05 0.30 0.30 0.30 0.28 0.28 Delay/Veh: 34.1 32.0 32.6 37.0 38.0 37.3 31.3 31.8 31.8 28.4 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.1 32.0 32.6 37.0 38.0 37.3 31.3 31.8 31.8 28.4 26.6 26.6 LOS by Move: C- C C- D+ D+ D+ C C C C C C HCM2kAvgQ: 3 1 2 1 3 2 0 3 3 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #12: California Street and Showers Drive

Signal=Protect/Rights=Include
Final Vol: 59 90*** 28
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

17 1

Cycle Time (sec): 100

0 28

0 Loss Time (sec): 12

1 203*** 1

Critical V/C: 0.306

1 296
1 Avg Crit Del (sec/veh): 32.2

0 65 0

Avg Delay (sec/veh): 31.1

1 151***
LOS: C

Lanes: 1 0 1 0 1
Final Vol: 110*** 53 75
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 110 53 75 28 90 59 17 199 64 151 293 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 53 75 28 90 59 17 199 64 151 293 28 Added Vol: 0 0 0 0 0 0 0 4 1 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 53 75 28 90 59 17 203 65 151 296 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 53 75 28 90 59 17 203 65 151 296 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 53 75 28 90 59 17 203 65 151 296 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 53 75 28 90 59 17 203 65 151 296 28 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.50 0.50 1.00 1.82 0.18 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 2802 897 1750 3380 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.03 0.04 0.02 0.05 0.03 0.01 0.07 0.07 0.09 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 20.6 21.2 21.2 14.8 15.5 15.5 21.4 23.7 23.7 28.2 30.6 30.6 Volume/Cap: 0.31 0.13 0.20 0.11 0.31 0.22 0.05 0.31 0.31 0.31 0.29 0.29 Delay/Veh: 34.1 32.1 32.7 37.0 38.1 37.4 31.3 31.6 31.6 28.5 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.1 32.1 32.7 37.0 38.1 37.4 31.3 31.6 31.6 28.5 26.6 26.6 LOS by Move: C- C- C- D+ D+ D+ C C C C C C HCM2kAvgQ: 3 1 2 1 3 2 0 3 3 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 26 61 68***
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

7***

1 Cycle Time (sec): 100

1 48

0 Loss Time (sec): 12

0 270 1

Critical V/C: 0.244

2 412***
1 Avg Crit Del (sec/veh): 23.8

0 53 0

Avg Delay (sec/veh): 26.1

1 22
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 57 64*** 50
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 57 64 50 68 61 26 7 270 53 22 412 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 64 50 68 61 26 7 270 53 22 412 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 64 50 68 61 26 7 270 53 22 412 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 64 50 68 61 26 7 270 53 22 412 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 64 50 68 61 26 7 270 53 22 412 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 64 50 68 61 26 7 270 53 22 412 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.56 0.44 1.00 0.70 0.30 1.00 1.66 0.34 1.00 2.00 1.00 Final Sat.: 1750 1011 789 1750 1262 538 1750 3092 607 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.04 0.05 0.05 0.00 0.09 0.09 0.01 0.11 0.03 Crit Moves: **** **** **** **** Green Time: 16.2 24.4 24.4 14.9 23.1 23.1 7.0 28.6 28.6 20.1 41.7 41.7 Volume/Cap: 0.20 0.26 0.26 0.26 0.21 0.21 0.06 0.30 0.30 0.06 0.26 0.07 Delay/Veh: 36.7 30.9 30.9 38.2 31.3 31.3 43.6 28.1 28.1 32.4 19.2 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 30.9 30.9 38.2 31.3 31.3 43.6 28.1 28.1 32.4 19.2 17.5 LOS by Move: D+ C C D+ C C D C C C- B- B HCM2kAvgQ: 2 3 3 2 2 2 0 4 4 1 4 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Aug 05 08:44:05 2021 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #13: California Street and Ortega Avenue

Signal=Protect/Rights=Include
Final Vol: 26 61 68***
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

7***

1 Cycle Time (sec): 100

1 48

0 Loss Time (sec): 12

0 273 1

Critical V/C: 0.245

2 415***
1 Avg Crit Del (sec/veh): 23.8

0 54 0

Avg Delay (sec/veh): 26.1

1 22
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 57 64*** 50
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 57 64 50 68 61 26 7 270 53 22 412 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 64 50 68 61 26 7 270 53 22 412 48 Added Vol: 0 0 0 0 0 0 0 3 1 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 64 50 68 61 26 7 273 54 22 415 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 64 50 68 61 26 7 273 54 22 415 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 64 50 68 61 26 7 273 54 22 415 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 64 50 68 61 26 7 273 54 22 415 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.56 0.44 1.00 0.70 0.30 1.00 1.66 0.34 1.00 2.00 1.00 Final Sat.: 1750 1011 789 1750 1262 538 1750 3089 611 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.06 0.06 0.04 0.05 0.05 0.00 0.09 0.09 0.01 0.11 0.03 Crit Moves: **** **** **** **** Green Time: 16.1 24.3 24.3 14.9 23.0 23.0 7.0 28.7 28.7 20.1 41.8 41.8 Volume/Cap: 0.20 0.26 0.26 0.26 0.21 0.21 0.06 0.31 0.31 0.06 0.26 0.07 Delay/Veh: 36.7 30.9 30.9 38.2 31.4 31.4 43.6 28.0 28.0 32.4 19.1 17.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 30.9 30.9 38.2 31.4 31.4 43.6 28.0 28.0 32.4 19.1 17.4 LOS by Move: D+ C C D+ C C D C C C- B- B HCM2kAvgQ: 2 3 3 2 2 2 0 4 4 1 4 1 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:25:51 2021 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 197 385*** 173
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

153***

1 Cycle Time (sec): 100

0 204

0 Loss Time (sec): 12

1 250 1

Critical V/C: 0.453

1 272***
1 Avg Crit Del (sec/veh): 29.6

0 70 0

Avg Delay (sec/veh): 31.2

1 39
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 44*** 372 33
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 44 372 33 173 385 197 153 250 70 39 272 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 372 33 173 385 197 153 250 70 39 272 204 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 372 33 173 385 197 153 250 70 39 272 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 372 33 173 385 197 153 250 70 39 272 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 372 33 173 385 197 153 250 70 39 272 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 372 33 173 385 197 153 250 70 39 272 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.83 0.17 1.00 1.30 0.70 1.00 1.55 0.45 1.00 1.12 0.88 Final Sat.: 1750 3398 301 1750 2447 1252 1750 2890 809 1750 2113 1585 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.11 0.10 0.16 0.16 0.09 0.09 0.09 0.02 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 7.0 21.6 21.6 19.5 34.1 34.1 19.0 27.6 27.6 19.3 27.9 27.9 Volume/Cap: 0.36 0.51 0.51 0.51 0.46 0.46 0.46 0.31 0.31 0.12 0.46 0.46 Delay/Veh: 46.2 35.0 35.0 37.2 26.0 26.0 37.0 28.9 28.9 33.5 30.1 30.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 35.0 35.0 37.2 26.0 26.0 37.0 28.9 28.9 33.5 30.1 30.1 LOS by Move: D D+ D+ D+ C C D+ C C C- C C HCM2kAvgQ: 1 6 6 5 7 7 4 4 4 1 6 6 Note: Queue reported is the number of cars per lane.

Attachment 1
COMPARE Thu Sep 09 18:25:51 2021 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK

San Antonio Village Phase III MTA
SJ21-2068
Existing AM
Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PP AM
Intersection #14: California Street and Rengstorff Avenue

Signal=Protect/Rights=Include
Final Vol: 200 385*** 173
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 01/00/1900 Rights=Include Lanes: Final Vol:

155***

1 Cycle Time (sec): 100

0 204

0 Loss Time (sec): 12

1 250 1

Critical V/C: 0.455

1 272***
1 Avg Crit Del (sec/veh): 29.7

0 71 0

Avg Delay (sec/veh): 31.2

1 39
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 44*** 372 33
Signal=Protect/Rights=Include

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 0 Jan 1900 << 12:00:00 AM Base Vol: 44 372 33 173 385 197 153 250 70 39 272 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 372 33 173 385 197 153 250 70 39 272 204 Added Vol: 0 0 0 0 0 3 2 0 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 372 33 173 385 200 155 250 71 39 272 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 372 33 173 385 200 155 250 71 39 272 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 372 33 173 385 200 155 250 71 39 272 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 372 33 173 385 200 155 250 71 39 272 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.83 0.17 1.00 1.30 0.70 1.00 1.55 0.45 1.00 1.12 0.88 Final Sat.: 1750 3398 301 1750 2434 1264 1750 2881 818 1750 2113 1585 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Mountain View City CouncilJune 10, 2025

Mountain View City Council
June 10, 2025